CN105089177B - Prefabrication type steel truss concrete shear wall and manufacture method - Google Patents
Prefabrication type steel truss concrete shear wall and manufacture method Download PDFInfo
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- CN105089177B CN105089177B CN201510428554.6A CN201510428554A CN105089177B CN 105089177 B CN105089177 B CN 105089177B CN 201510428554 A CN201510428554 A CN 201510428554A CN 105089177 B CN105089177 B CN 105089177B
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 582
- 239000010959 steel Substances 0.000 title claims abstract description 582
- 239000004567 concrete Substances 0.000 title claims abstract description 59
- 238000009417 prefabrication Methods 0.000 title claims abstract description 22
- 238000000034 method Methods 0.000 title claims abstract description 8
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 7
- 239000002131 composite material Substances 0.000 claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 claims description 40
- 239000003351 stiffener Substances 0.000 claims description 29
- 239000000203 mixture Substances 0.000 claims description 10
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 9
- 238000005098 hot rolling Methods 0.000 claims description 6
- 239000011381 foam concrete Substances 0.000 claims description 5
- 239000011372 high-strength concrete Substances 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 4
- 238000009415 formwork Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 238000012545 processing Methods 0.000 claims description 3
- 238000004080 punching Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 239000002893 slag Substances 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 2
- 238000005345 coagulation Methods 0.000 claims 2
- 239000004744 fabric Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 10
- 238000005516 engineering process Methods 0.000 abstract description 9
- 238000004064 recycling Methods 0.000 abstract description 2
- 238000005520 cutting process Methods 0.000 description 8
- 238000013461 design Methods 0.000 description 5
- 238000004513 sizing Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
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Abstract
The present invention provides a kind of prefabrication type steel truss concrete shear wall and manufacture method, its structure includes some Linear shear wall units, some L-type shear-wall elements, some Z-type shear walls and/or some T-shaped shear-wall elements, and each type of shear-wall element includes steel skeleton, composite concrete, reinforced mesh, connecting plate and some sleeve pipes.The present invention's is simple in construction, can preferably realize Prefabrication and the Assembling connection of shear wall；Pollution and the construction period of job site can be reduced, duration and quality influence that outdoor climate political reform is caused is reduced；And recycling can be realized by a variety of construction technologies, green building is embodied.
Description
Technical field
The present invention relates to the realm of building construction, a kind of prefabrication type steel truss concrete shear wall and manufacturer are related generally to
Method.
Background technology
In recent years, build green, energy-conservation, healthy building turns into our fundamental state policy, and to standardize, industry turns to mark
The industrialization the mode of project construction of will, it is desirable to based on engineering construction batch production is prefabricated, site machineryization assembling coordinates, but concrete
Component it is prefabricated need to template system it is more complicated, cost is higher, the inconvenient operation, the globality poor that connect between component,
The development of pre-cast building is had influence on, therefore is badly in need of finding a kind of technical measures for solving these problems；In order to realize above-mentioned target,
The building structure technology in all parts of the country at present that this target is all met in positive research, including steel structure member prefabricating technique, steel
The Assembling of reinforced concrete element precast technology, concrete and steel combined member technology and these building structural elements connects
Connection technology, has preliminarily formed the Temperature Variation In Buildings of Mixed Structures of different materials component composition；But because the design of certain structures component, manufacture
Technology and site machinery overall package and connecting structure are unreasonable, and research and development occur in that perhaps many ask not enough, also
Topic, it would be highly desirable to improve；In addition, by seismic hazard analysis in recent years, aseismatic design there has been larger progress, from single antidetonation
Design is improved to damping and combined with Aseismic Design, is improved in turn to improve the shatter-proof design of structure and component energy dissipation capacity,
Recognize that raising prefabricated building structure globality, deformation power consumption property are shockproof important measures, particularly steel building is shockproof
Best performance, it is therefore desirable to research and develop prefabricated, steel building energetically.
The content of the invention
The mesh of the present invention is, truss, reinforcing bar, concrete formation entity primary structure member, to improve structure bulk strength and whole
Body building aseismicity ability, reducing pollution, there is provided a kind of green building scheme with construction period.
To realize that the technical scheme that the object of the invention is used is a kind of such, prefabrication type steel truss concrete shearing
Wall, including some Linear shear wall units, some L-type shear-wall elements, some Z-type shear-wall elements and/or some T-shaped cut
Power wall unit.
The Linear shear wall unit include top layer Linear shear wall unit, intermediate layer Linear shear wall unit and
Bottom Linear shear wall unit three types.The Linear shear wall unit of these three types includes steel skeleton, is combined and mixes
Solidifying soil, reinforced mesh, connecting plate I and some sleeve pipes.
The steel skeleton supports the truss constituted by two steel skeleton side columns, some steel skeleton side bars and some steel skeletons
Structure.Two steel skeleton side columns are parallel to each other and perpendicular to grade level arrangement.Where two steel skeleton side columns
Plane is plane A.The steel skeleton supports arranged crosswise two-by-two.The two ends of every steel skeleton support respectively with two reinforcing bars
Frame side column is connected.The two ends of the every steel skeleton side bar are connected to form stable beaer respectively with two pieces of steel skeleton side columns.
The periphery of the steel skeleton is wrapped in reinforced mesh.Two pieces of connecting plates I are located at the outside of steel skeleton.Two
Connecting plate I described in block is welded with two steel skeleton side columns respectively.Some bolt holes are provided with the plate face of the connecting plate I.Institute
State and some sleeve pipes are welded in the side plate face of connecting plate I.
The intermediate layer Linear shear wall unit also includes one piece of connecting plate II and one piece of connecting plate III.The steel skeleton
Upper end there is connecting plate II.The lower end of the steel skeleton has connecting plate III.The connecting plate II and the steel skeleton of the top
The upper surface connection of side bar.The connecting plate III is connected with the lower surface of the steel skeleton side bar of bottom.The He of connecting plate II
The plate face of connecting plate III is parallel to plane A.Some through holes are provided with the plate face of the connecting plate II and connecting plate III.The connection
Some sleeve pipes are welded with the plate face of plate II and connecting plate III.
The bottom Linear shear wall unit also includes two pieces of embedded boards and one piece of connecting plate II.The steel skeleton it is upper
End has connecting plate II.The connecting plate II is connected with the upper surface of the steel skeleton side bar of the top.The plate of the connecting plate II
Some through holes are provided with face.Some sleeve pipes are welded with the side plate face of the connecting plate II.The lower end of the steel skeleton has
Two pieces of embedded boards.Lower surface of the two pieces of embedded boards respectively with two steel skeleton side columns is connected.The plate of two pieces of embedded boards
Face is parallel to grade level.
The top layer Linear shear wall unit also includes one piece of connecting plate III.The lower section of the steel skeleton has connecting plate
Ⅲ.The connecting plate III is connected with the lower surface of the steel skeleton side bar of bottom.It is provided with the plate face of the connecting plate III some
Through hole.Some sleeve pipes are welded with the side plate face of the connecting plate III.
The composite concrete is filled in the region that reinforced mesh is wrapped up.
The L-type shear-wall element is cut including top layer L-type shear-wall element, intermediate layer L-type shear-wall element and bottom L-type
Power wall unit three types.The L-type shear-wall element of these three types includes steel skeleton, composite concrete, reinforced mesh, company
Fishplate bar I and some sleeve pipes.
The steel skeleton supports the truss constituted by three steel skeleton side columns, some steel skeleton side bars and some steel skeletons
Structure.Three steel skeleton side columns are steel skeleton side column I, steel skeleton side column II and steel skeleton side column III.Some steel skeleton sides
Beam includes some long side bars and some short side beams.Three steel skeleton side columns are parallel to each other and perpendicular to grade level arrangement.
The steel skeleton side column I is plane B with the plane where steel skeleton side column II, the steel skeleton side column I and steel skeleton side column III
The plane at place is plane C.The plane B is perpendicular to plane C.Connected between the steel skeleton side column I and steel skeleton side column II
There are some long side bars.Some short side beams are connected between the steel skeleton side column I and steel skeleton side column III.The steel skeleton side column
Some steel skeleton supports intersected two-by-two are welded between I and steel skeleton side column II.The steel skeleton side column I and steel skeleton side column
Some steel skeleton supports intersected two-by-two are welded between III.
The periphery of the steel skeleton is wrapped in reinforced mesh.Two pieces of connecting plates I are located at the outside of steel skeleton.Two
Connecting plate I described in block is welded with steel skeleton side column II and steel skeleton side column III respectively.It is provided with the plate face of two pieces of connecting plates I
Some bolt holes.Some sleeve pipes are welded in the side plate face of the connecting plate I.
The intermediate layer L-type shear-wall element also includes two block length connecting plates and two pieces of short connecting plates.Two pieces of length are even
Fishplate bar is located at the upper and lower side of steel skeleton respectively.The upper surface connection of one of long connecting plate and the long side bar of the top, it is another
The lower surface connection of block length connecting plate and the long side bar of bottom.The plate face of two pieces of long connecting plates is parallel to plane B.Two pieces
The short connecting plate is located at the upper and lower side of steel skeleton respectively.The upper surface of one of short connecting plate and the short side beam of the top connects
Connect, the lower surface connection of the short side beam of another piece of short connecting plate and bottom.The plate face of two pieces of short connecting plates is parallel to flat
Face C.Some through holes are provided with the plate face of two pieces of long connecting plates and two pieces of short connecting plates.Two pieces of long connecting plates and two
Some sleeve pipes are welded with the plate face of the short connecting plate of block.
The bottom L-type shear-wall element also includes a block length connecting plate, one piece of short connecting plate and three pieces of embedded boards.It is described
Long connecting plate and short connecting plate are located at the upper end of steel skeleton.The upper surface connection of the long connecting plate and the long side bar of the top.
The plate face of the long connecting plate is parallel to plane B.The upper surface connection of the short connecting plate and the short side beam of the top.It is described short
The plate face of connecting plate is parallel to plane C.Some through holes are provided with the plate face of the long connecting plate and short connecting plate.The long connection
Some sleeve pipes are welded with the plate face of plate and short connecting plate.The lower end of the steel skeleton has three pieces of embedded boards.Described three pieces pre-
Lower surface of the buried plate respectively with three steel skeleton side columns is connected.The plate face of three pieces of embedded boards is parallel to grade level.
The top layer L-type shear-wall element also includes a block length connecting plate and one piece of short connecting plate.The long connecting plate and
Short connecting plate is located at the lower end of steel skeleton.The lower surface connection of the long connecting plate and the long side bar of bottom.The long connection
The plate face of plate is parallel to plane B.The lower surface connection of the short connecting plate and the short side beam of bottom.The plate of the short connecting plate
Face is parallel to plane C.Some through holes are provided with the plate face of the long connecting plate and short connecting plate.The long connecting plate and short connection
Some sleeve pipes are welded with the plate face of plate.
The composite concrete is filled in the region that reinforced mesh is wrapped up.
The T-shaped shear-wall element includes the T-shaped shear-wall element of top layer, the T-shaped shear-wall element in intermediate layer and bottom is T-shaped cuts
Power wall unit three types.The T-shaped shear-wall element of these three types includes steel skeleton, composite concrete, reinforced mesh, company
Fishplate bar I and some sleeve pipes.
The steel skeleton supports the truss constituted by four steel skeleton side columns, some steel skeleton side bars and some steel skeletons
Structure.Four steel skeleton side columns are steel skeleton side column I, steel skeleton side column II, steel skeleton side column III and steel skeleton side column IV.
Some steel skeleton side bars include some long side bars, some short side beams and some short side beams I.Four steel skeleton side columns are mutually put down
Go and perpendicular to grade level arrangement.The steel skeleton side column IV is located between steel skeleton side column I and steel skeleton side column II.It is described
Plane where steel skeleton side column I, steel skeleton side column II and steel skeleton side column IV is plane D.The steel skeleton side column III and steel
Plane where skeleton side column IV is plane E.The plane D is perpendicular to plane E.The steel skeleton side column I and steel skeleton side column
Some short side beams are connected between IV.Some short side beams I are connected between the steel skeleton side column II and steel skeleton side column IV.Institute
State and some long side bars are connected between steel skeleton side column III and steel skeleton side column IV.The steel skeleton side column I and steel skeleton side column
If being welded between IV, between steel skeleton side column II and steel skeleton side column IV between steel skeleton side column III and steel skeleton side column IV
The dry steel skeleton support intersected two-by-two.
The periphery of the steel skeleton is wrapped in reinforced mesh.Three pieces of connecting plates I are located at the outside of steel skeleton.Three
Connecting plate I described in block is welded with steel skeleton side column I, steel skeleton side column II and steel skeleton side column III respectively.The plate of the connecting plate I
Some bolt holes are provided with face.Some sleeve pipes are welded with the side plate face of the connecting plate.
The T-shaped shear-wall element in intermediate layer also includes two block length connecting plates and four pieces of short connecting plates.Four pieces of short companies
Fishplate bar is short connecting plate I, short connecting plate II, short connecting plate III and short connecting plate IV.Two pieces of long connecting plates are located at steel respectively
The upper and lower side of skeleton.One of long connecting plate and the long side bar of the top upper surface connection, another block length connecting plate with most
The lower surface connection of the long side bar of lower section.The plate face of two pieces of long connecting plates is parallel to plane E.The short connecting plate I and short
Connecting plate II is located at the upper end of steel skeleton.The short connecting plate I is connected with the upper surface of the short side beam of the top.The short connection
Plate II is connected with the upper surface of the short side beam I of the top.The short connecting plate III and short connecting plate IV are located at the lower end of steel skeleton.
The short connecting plate III is connected with the lower surface of the short side beam of bottom.The short connecting plate IV and the short side beam I of bottom
Lower surface is connected.The plate face of four pieces of short connecting plates is parallel to plane D.In the plate face of every block length connecting plate and short connecting plate
It is provided with some through holes.Some sleeve pipes are welded with per block length connecting plate and in the plate face of short connecting plate.
The T-shaped shear-wall element of bottom also includes a block length connecting plate, two pieces of short connecting plates and four pieces of embedded boards.Two pieces
The short connecting plate is short connecting plate I and short connecting plate II.The long connecting plate and short connecting plate are located at the upper end of steel skeleton.Institute
The upper surface for stating long connecting plate and the long side bar of the top is connected.The plate face of the long connecting plate is parallel to plane E.The short company
Fishplate bar I is connected with the upper surface of the short side beam of the top.The upper surface of the short connecting plate II and the short side beam I of the top connects
Connect.The plate face of two pieces of short connecting plates is parallel to plane D.It is provided with the plate face of the long connecting plate and two pieces of short connecting plates
Some through holes.Some sleeve pipes are welded with the plate face of the long connecting plate and two pieces of short connecting plates.The lower end of the steel skeleton
With four pieces of embedded boards.Lower surface of the four pieces of embedded boards respectively with four steel skeleton side columns is connected.Four pieces of embedded boards
Plate face parallel to grade level.
The T-shaped shear-wall element of top layer also includes a block length connecting plate and two pieces of short connecting plates.Two pieces of short connections
Plate is short connecting plate III and short connecting plate IV.The short connecting plate III is connected with the lower surface of the short side beam of bottom.It is described short
Connecting plate IV is connected with the lower surface of the short side beam I of bottom.The plate face of the short connecting plate III and short connecting plate IV parallel to
Plane D.Some through holes are provided with the plate face of the long connecting plate and two pieces of short connecting plates.The long connecting plate and two pieces of short companies
Some sleeve pipes are welded with the plate face of fishplate bar.
The composite concrete is filled in the region that reinforced mesh is wrapped up.
The Z-type shear-wall element is cut including top layer Z-type shear-wall element, intermediate layer Z-type shear-wall element and bottom Z-type
Power wall unit three types.The Z-type shear-wall element of these three types includes steel skeleton, composite concrete, reinforced mesh, company
Fishplate bar I and some sleeve pipes.
The steel skeleton of the Z-type shear wall is by four steel skeleton side columns, some steel skeleton side bars and some steel skeleton branch
Support the truss structure of composition.Four steel skeleton side columns are steel skeleton side column I, steel skeleton side column II, the and of steel skeleton side column III
Steel skeleton side column IV.Some steel skeleton side bars include some long side bars, some short side beams and some short side beams I.Four steel
Skeleton side column is parallel to each other and perpendicular to grade level arrangement.Plane where the steel skeleton side column I and steel skeleton side column II
That is plane H.Plane where the steel skeleton side column II and steel skeleton side column III is plane F.The steel skeleton side column III and steel
Plane where skeleton side column IV is plane G.The plane F is perpendicular to plane H.The plane G is parallel to plane H.The steel
Some short side beams are connected between skeleton side column I and steel skeleton side column II.The steel skeleton side column II and steel skeleton side column III it
Between be connected with some long side bars.Some short side beams I are connected between the steel skeleton side column III and steel skeleton side column IV.The steel
Between skeleton side column I and steel skeleton side column II, between steel skeleton side column II and steel skeleton side column III and steel skeleton side column III and steel
Some steel skeleton supports intersected two-by-two are welded between skeleton side column IV.
The periphery of the steel skeleton is wrapped in reinforced mesh.Three pieces of connecting plates I are located at the outside of steel skeleton.Three
Connecting plate I described in block is welded with steel skeleton side column I, steel skeleton side column III and steel skeleton side column IV respectively.The plate of the connecting plate I
Some bolt holes are provided with face.Some sleeve pipes are welded with the side plate face of the connecting plate.
The intermediate layer Z-type shear-wall element also includes two block length connecting plates and four pieces of short connecting plates.Four pieces of short companies
Fishplate bar is short connecting plate I, short connecting plate II, short connecting plate III and short connecting plate IV.Two pieces of long connecting plates are located at steel respectively
The upper and lower side of skeleton.One of long connecting plate and the long side bar of the top upper surface connection, another block length connecting plate with most
The lower surface connection of the long side bar of lower section.The plate face of two pieces of long connecting plates is parallel to plane F.The short connecting plate I and short
Connecting plate II is located at the upper end of steel skeleton.The short connecting plate I is connected with the upper surface of the short side beam of the top.The short connection
Plate II is connected with the upper surface of the short side beam I of the top.The short connecting plate III and short connecting plate IV are located at the lower end of steel skeleton.
The short connecting plate III is connected with the lower surface of the short side beam of bottom.The short connecting plate IV and the short side beam I of bottom
Lower surface is connected.The plate face of four pieces of short connecting plates is parallel to plane G or H.The plate face of every block length connecting plate and short connecting plate
On be provided with some through holes.Some sleeve pipes are welded with per block length connecting plate and in the plate face of short connecting plate.
The bottom Z-type shear-wall element also includes a block length connecting plate, two pieces of short connecting plates and four pieces of embedded boards.Two pieces
The short connecting plate is short connecting plate I and short connecting plate II.The long connecting plate and short connecting plate are located at the upper end of steel skeleton.Institute
The upper surface for stating long connecting plate and the long side bar of the top is connected.The plate face of the long connecting plate is parallel to plane F.The short company
Fishplate bar I is connected with the upper surface of the short side beam of the top.The upper surface of the short connecting plate II and the short side beam I of the top connects
Connect.The plate face of two pieces of short connecting plates is parallel to plane G or H.In the plate face of the long connecting plate and two pieces of short connecting plates
It is provided with some through holes.Some sleeve pipes are welded with the plate face of the long connecting plate and two pieces of short connecting plates.The steel skeleton
Lower end has four pieces of embedded boards.Lower surface of the four pieces of embedded boards respectively with four steel skeleton side columns is connected.Described four pieces pre-
The plate face of buried plate is parallel to grade level.
The top layer Z-type shear-wall element also includes a block length connecting plate and two pieces of short connecting plates.Two pieces of short connections
Plate is short connecting plate III and short connecting plate IV.The short connecting plate III is connected with the lower surface of the short side beam of bottom.It is described short
Connecting plate IV is connected with the lower surface of the short side beam I of bottom.The plate face of the short connecting plate III and short connecting plate IV parallel to
Plane G or H.Some through holes are provided with the plate face of the long connecting plate and two pieces of short connecting plates.The long connecting plate and two pieces
Some sleeve pipes are welded with the plate face of short connecting plate.
The composite concrete is filled in the region that reinforced mesh is wrapped up.
Further, arranged according to floor, set up reserved floor supporting plate at floor absolute altitude in each shear-wall element.It is described
Reserved floor supporting plate is located at the lower section of connecting plate I.The reserved fishplate bar is parallel to grade level.The reserved fishplate bar is welded on steel
On skeleton side column and steel skeleton support.
Further, there are some stiffeners on each described connecting plate.Some stiffeners and some sleeve pipes connect positioned at each
The plate face homonymy of fishplate bar.
Further, all connecting plates in upper end of the intermediate layer steel skeleton are in phase same level floor absolute altitude up to upper strata
The position of absolute altitude about 1/3, all connecting plates of lower end are under phase same level floor absolute altitude to the position of lower floor's absolute altitude about 2/3.
Further, the upper and lower ends of the reinforced mesh, which have, reserved chooses reinforcing bar.The reinforced mesh uses hot rolling
Plain bar, hot rolled ribbed bars or cold rolled reinforcing steel bar with ribs.The reinforced mesh is carrying out stirrup encryption close to connecting plate region.
Further, the composite concrete by foam concrete, air entrained concrete, slag concrete, high-strength concrete and
Normal concrete is constituted.
Further, the steel skeleton is from the existing or processed channel-section steel of in the market, I-steel, quarter bend, angle steel, T-shaped
The combinations of materials such as steel, H profile steel, C-type steel are welded into truss structure.
Further, the wall of shear wall carries out the processing that punches as needed, and shearing is added around the position for needing to punch
Wall holes reinforced shaped steel is reinforced, and just can meet structure security needs, punch flexible safety.
A kind of manufacture method based on above-mentioned prefabrication type steel truss concrete shear wall, comprises the following steps：
1) cutting steel skeleton side column, steel skeleton side bar and steel skeleton support, are then welded into truss structure i.e. steel skeleton；
2) embedded board, is then welded on the lower end of bottom steel skeleton side column by cutting embedded board and the holes drilled through in its plate face
On face；
3) connecting plate I, is then welded on the side of steel skeleton side column by cutting connecting plate I and the holes drilled through in its plate face
On；
4) cutting connecting plate II, connecting plate III, long connecting plate and short connecting plate, and the holes drilled through in their plate face, so
The upper and lower end of steel skeleton is respectively welded at afterwards；
5) some sleeve pipes are cut, are then welded in some sleeve pipes in the plate face of each connecting plate；
6) reinforcing bar is cut, by reinforcing bar colligation into latticed formation reinforced mesh, reinforced mesh is then welded on steel skeleton
Interior outside；
7) shear wall formwork box is made, end template is paved into big plane, spreads PV films, and steel skeleton is placed on into big plane template
On, steel skeleton is lifted with fixture, side mould is then made；
8) in addition to reserving and pouring irrigated area, high-strength concrete and foam concrete are poured successively, then concrete slab is installed；
9) the steam-cured demoulding is carried out to the wall formed through above step.
The solution have the advantages that unquestionable, the present invention is effectively steel truss, reinforcing bar and concrete combination shape
Into unified primary structure member, modular variously-shaped shear-wall element is manufactured into, is manufactured using factory, the side of scene splicing
Formula realizes construction.The application of the technology of the present invention can reduce pollution and the construction period of job site, reduce outdoor climate
Duration and quality influence that political reform is caused, and recycling can be realized by a variety of construction technologies.
Brief description of the drawings
Fig. 1 is the facade structures figure of bottom Linear shear wall unit；
Fig. 2 is the structure chart of the steel skeleton of intermediate layer Linear shear wall unit；
Fig. 3 is the elevation of Linear shear wall；
Fig. 4 is the elevation of L-type shear wall；
Fig. 5 is the elevation of T-shaped shear wall；
Fig. 6 is Fig. 1 M-M profile；
Fig. 7 is Fig. 1 N-N profile；
Fig. 8 is elevation of the shear wall in floor；
Fig. 9 is the connection diagram of levels shear-wall element steel skeleton；
Figure 10 is the elevation of Z-type shear wall；
Figure 11 is Fig. 1 P-P profile；
Figure 12 is the shear wall schematic diagram of opening holes.
In figure：Steel skeleton 1, steel skeleton side column 101, steel skeleton side bar 102, long side bar, short side beam, short side beam I, steel skeleton
Support 103, composite concrete 2, reinforced mesh 3, choose reinforcing bar 301, reserved fishplate bar 4, connecting plate I 5, connecting plate II 6, connecting plate
III 60, floor supporting plate 8, girder steel supporting plate 9, shear wall punching internal reinforcement shaped steel 10 are reserved.
Embodiment
The invention will be further described with reference to the accompanying drawings and examples, but should not be construed above-mentioned theme of the invention
Scope is only limitted to following embodiments.Without departing from the idea case in the present invention described above, known according to ordinary skill
Know and customary means, make various replacements and change, all should include within the scope of the present invention.
Embodiment 1：
A kind of prefabrication type steel truss concrete shear wall, is formed by some Linear shear wall unit spliceds.
The Linear shear wall unit include top layer Linear shear wall unit, intermediate layer Linear shear wall unit and
Bottom Linear shear wall unit three types.The Linear shear wall unit of these three types includes steel skeleton 1, is combined and mixes
Solidifying soil 2, reinforced mesh 3, connecting plate I 5 and some sleeve pipes.
Referring to Fig. 1, the steel skeleton 1 is by two steel skeleton side columns 101, some steel skeleton side bars 102 and some reinforcing bars
The truss structure of the composition of frame support 103.The channel-section steel for two same size sizes that two steel skeleton side columns 101 are selected.Two institutes
Steel skeleton side column 101 is stated to be parallel to each other and perpendicular to grade level arrangement.Plane where two steel skeleton side columns 101 is
Plane A.The plane A is the plane that the center line on two length directions of steel skeleton side column 101 is formed.The steel skeleton branch
The arranged crosswise two-by-two of support 103.The two ends of the every steel skeleton support 103 are connected with two steel skeleton side columns 101 respectively.Every
The two ends of the steel skeleton side bar 102 are connected with two pieces of steel skeleton side columns 101 respectively.According further to the arrangement of floor, in reinforcing bar
Also solderable reserved floor supporting plate 8 on frame 1.The reserved floor supporting plate 8 is located at the top of connecting plate I 5.The reserved floor support
Plate 8 is parallel to grade level.The reserved floor supporting plate 8 is welded on steel skeleton side column 101.Referring to Figure 11, the reserved building
Layer supporting plate 8 is used to be connected with floor bottom plate.The lower section of connecting plate I 5 also has girder steel supporting plate 9, and girder steel supporting plate 9 is used for and girder steel
Connection.
The periphery of the steel skeleton 1 is wrapped in reinforced mesh 3.The reinforced mesh 3 is using hot rolling plain bar, warm
Rolled rib steel bar or cold rolled reinforcing steel bar with ribs are made.The colligation of reinforced mesh 3 is welded on reinforcing bar into the latticed of 200~300mm
The interior outside of frame 1.The reinforced mesh 3 carries out stirrup encryption with other element joints, and sizing grid is 150~200mm, suitable
The reinforcing bar for connecting elements direction is made reserved to choose reinforcing bar 301.The length for choosing reinforcing bar 301 is generally 150~300mm,
For being welded before final grouting with other member reinforcing steel bars.Two pieces of connecting plates I 5 are located at the outside of steel skeleton 1.Two pieces of companies
Fishplate bar I 5 is welded with two steel skeleton side columns 101 respectively.Referring to Fig. 6, in the present embodiment, the side of the connecting plate I 5 and groove
Steel sole plate is welded.The plate face of the connecting plate I 5 is perpendicular to channel-section steel bottom plate, and throwing of the plate face on channel-section steel bottom plate of connecting plate I 5
Center line of the shadow with channel-section steel bottom plate in the longitudinal direction is overlapped.Some bolt holes are provided with the plate face of the connecting plate I 5.Institute
The commissure for stating connecting plate I 5 and channel-section steel bottom plate is welded with some stiffeners.Some stiffeners perpendicular to connecting plate I 5, while
Perpendicular to channel-section steel bottom plate.The thickness of the stiffener is 4~10mm.Some sets are welded in the side plate face of the connecting plate I 5
Pipe.Some sleeve pipes are the hollow circuit cylinder shape steel tube of open at both ends.The wall thickness of described sleeve pipe is 2.75~4mm, and length is connecting plate I
Distance of 5 plate face to concrete border.Some stiffeners and some sleeve pipes are located at the homonymy of connecting plate I 5.
The intermediate layer Linear shear wall unit also includes one piece of connecting plate II 6 and one piece of connecting plate III 60.The steel
The upper end of skeleton 1 has connecting plate II 6.The lower end of the steel skeleton 1 has connecting plate III 60.The upper and lower ends of steel skeleton 1
Connecting plate plate face should be in same plane in.The upper surface of the connecting plate II 6 and the steel skeleton side bar 102 of the top
Connection.The connecting plate III 60 is connected with the lower surface of the steel skeleton side bar 102 of bottom.The connecting plate II 6 and connecting plate
III 60 plate face is parallel to plane A.In order that being connected firmly for connecting plate II 6 and connecting plate III 60 and steel skeleton 1, can be in weld seam
Some stiffeners of place's welding.Some through holes are provided with the plate face of the connecting plate II 6 and connecting plate III 60.The connecting plate II 6
Some sleeve pipes are welded with the plate face of connecting plate III 60.Some sleeve pipes and some stiffeners on every piece of connecting plate are located at respective
The homonymy of plate face.
The bottom Linear shear wall unit also includes two pieces of embedded boards 4 and one piece of connecting plate II 6.The steel skeleton 1
Upper end there is connecting plate II 6.The connecting plate II 6 is connected with the upper surface of the steel skeleton side bar 102 of the top.In order that even
Fishplate bar II 6 is connected firmly with steel skeleton 1, can weld some stiffeners in commissure.It is provided with the plate face of the connecting plate II 6
Some through holes.Some sleeve pipes are welded with the side plate face of the connecting plate II 6.Some sleeve pipes and some stiffeners are located at connection
The homonymy of the plate face of plate II 6.The lower end of the steel skeleton 1 has two pieces of embedded boards 4.Two pieces of embedded boards 4 respectively with two steel
The lower surface connection of skeleton side column 101.The plate face of two pieces of embedded boards 4 is parallel to grade level.The bottom yi word pattern is cut
Power wall unit is different from the structure of intermediate layer Linear shear wall unit only lower end.The bottom Linear shear wall unit lower end
Connecting plate III 60 is lacked, many embedded boards 4.
The top layer Linear shear wall unit also includes one piece of connecting plate III 60.The lower section of the steel skeleton 1, which has, to be connected
Fishplate bar III 60.The connecting plate III 60 is connected with the lower surface of the steel skeleton side bar 102 of bottom.In order that connecting plate III 60 with
Being connected firmly for steel skeleton 1, can weld some stiffeners in commissure.It is provided with the plate face of the connecting plate III 60 some logical
Hole.Some sleeve pipes are welded with the side plate face of the connecting plate III 60.Some sleeve pipes and some stiffeners are located at connecting plate III
The homonymy of 60 plate faces.The top layer Linear shear wall unit is different from intermediate layer Linear shear wall unit only upper end.It is described
The upper end of top layer Linear shear wall unit does not have connecting plate II 6.
The composite concrete 2 is filled in the region that reinforced mesh 3 is wrapped up.
The intermediate layer Linear shear wall unit is located at top layer Linear shear wall unit and bottom Linear shear wall
Between unit.The intermediate layer Linear shear wall unit is sliceable multiple.The bottom Linear shear wall unit lower end
Embedded board 4 is imbedded in ground.
Embodiment 2：
A kind of prefabrication type steel truss concrete shear wall, is spliced by some L-type shear-wall elements.
The L-type shear-wall element is cut including top layer L-type shear-wall element, intermediate layer L-type shear-wall element and bottom L-type
Power wall unit three types.The L-type shear-wall element of these three types includes steel skeleton 1, composite concrete 2, reinforced mesh
3rd, connecting plate I 5 and some sleeve pipes.
Referring to Fig. 4, the steel skeleton 1 is by three steel skeleton side columns 101, some steel skeleton side bars 102 and some reinforcing bars
The truss structure of the composition of frame support 103.Three steel skeleton side columns 101 are steel skeleton side column I, steel skeleton side column II and reinforcing bar
Frame side column III.Some steel skeleton side bars 102 include some long side bars and some short side beams.Three phases of steel skeleton side column 101
Mutually arranged parallel and perpendicular to grade level.The steel skeleton side column I is located at the corner of " L-type ".The steel skeleton side column II
It is located at two ends of " L-type " respectively with steel skeleton side column III.In the present embodiment, three steel skeleton side columns 101 are three
Root identical channel-section steel.The steel skeleton side column I is plane B with the plane where steel skeleton side column II.The steel skeleton side column I with
Plane where steel skeleton side column III is plane C.The definition mode of the plane B and plane C are with the plane A's in embodiment 1
Definition mode is identical.The plane B is perpendicular to plane C.It is connected between the steel skeleton side column I and steel skeleton side column II some
Long side bar.Some short side beams are connected between the steel skeleton side column I and steel skeleton side column III.The steel skeleton side column I and steel
Some steel skeleton supports 103 intersected two-by-two are welded between skeleton side column II.The steel skeleton side column I and steel skeleton side column III
Between be welded it is some intersect two-by-two steel skeletons support 103.It is also solderable on steel skeleton 1 according further to the arrangement of floor
Reserved floor supporting plate 8.The reserved floor supporting plate 8 is located at the top of connecting plate I 5.The reserved floor supporting plate 8 is parallel to ground
Plane.The reserved floor supporting plate 8 is welded on steel skeleton side column 101.The reserved floor supporting plate 8 is used to connect with floor bottom plate
Connect.The lower section of connecting plate I 5 also has girder steel supporting plate 9, and girder steel supporting plate 9 is used to be connected with girder steel.
The periphery of the steel skeleton 1 is wrapped in reinforced mesh 3.The reinforced mesh 3 is using hot rolling plain bar, warm
Rolled rib steel bar or cold rolled reinforcing steel bar with ribs are made.The colligation is welded on inside and outside steel skeleton 1 into the latticed of 200~300mm
Side.The reinforced mesh 3 carries out stirrup encryption with other element joints, and sizing grid is 150~200mm, along connection structure
The reinforcing bar in part direction, which is made to reserve, chooses reinforcing bar 301.The length for choosing reinforcing bar 301 is generally 150~300mm, for secondary
Welded before pouring with other member reinforcing steel bars.Two pieces of connecting plates I 5 are located at the outside of steel skeleton 1.Two pieces of I 5 points of connecting plates
Do not welded with steel skeleton side column II and steel skeleton side column III.Two pieces of connecting plates I 5 are respectively welded at steel skeleton side column II and steel
On the channel-section steel bottom plate of skeleton side column III, their location arrangements are same as Example 1.The weldering of the connecting plate I 5 and channel-section steel bottom plate
Some stiffeners are welded with seam.Some bolt holes are provided with the plate face of two pieces of connecting plates I 5.The connecting plate I 5
Some sleeve pipes are welded in the plate face of side.The arrangement be the same as Example 1 of some stiffeners and some sleeve pipes.
The intermediate layer L-type shear-wall element also includes two block length connecting plates 7 and two pieces short connecting plate 70.Two pieces of length
Connecting plate 7 is located at the upper and lower side of steel skeleton 1 respectively.One of long connecting plate 7 is connected with the upper surface of the long side bar of the top,
Another block length connecting plate 7 is connected with the lower surface of the long side bar of bottom.The plate face of two pieces of long connecting plates 7 is in same flat
Face.The plate face of two pieces of long connecting plates 7 is parallel to plane B.Two pieces of short connecting plates 70 are located at steel skeleton about 1 respectively
End.One of short connecting plate 70 is connected with the upper surface of the short side beam of the top, another piece short connecting plate 70 and bottom
The lower surface connection of short side beam.The plate face of two pieces of short connecting plates 70 is in same plane.Two pieces of short connecting plates 70
Plate face is parallel to plane C.Long connecting plate 7 and short connecting plate 70 positioned at the upper end of steel skeleton 1 are in same level position.Positioned at steel
The long connecting plate 7 and short connecting plate 70 of the lower end of skeleton 1 are in same level position.Two pieces of long connecting plates 7 and two pieces of short companies
Some through holes are provided with the plate face of fishplate bar 70., can be at it in order to reinforce two pieces of long connecting plates 7 and two pieces short connecting plate 70
Commissure weld some stiffeners.If being welded with the plate face of two pieces of long connecting plates 7 and two pieces short connecting plate 70
Dry sleeve pipe.The arrangement be the same as Example 1 of some stiffeners and some sleeve pipes on connecting plate.
The bottom L-type shear-wall element also includes a block length connecting plate 7, one piece of short connecting plate 70 and three pieces of embedded boards 4.
The long connecting plate 7 and short connecting plate 70 are located at the upper end of steel skeleton 1.The long connecting plate 7 is upper with the long side bar of the top
Surface is connected.The plate face of the long connecting plate 7 is parallel to plane B.The upper table of the short connecting plate 70 and the short side beam of the top
Face is connected.The long connecting plate 7 and short connecting plate 70 are in same level position.The plate face of the short connecting plate 70 is parallel to flat
Face C.In order to reinforce long connecting plate 7 and short connecting plate 70, some stiffeners are welded in their commissure.The long connecting plate 7
Some through holes are provided with the plate face of short connecting plate 70.It is welded with the plate face of the long connecting plate 7 and short connecting plate 70 some
Sleeve pipe.The arrangement of some stiffeners and some sleeve pipes on connecting plate is same as described above.The lower end of the steel skeleton 1 has
Three pieces of embedded boards 4.Lower surface of the three pieces of embedded boards 4 respectively with three steel skeleton side columns 101 is connected.Three pieces of embedded boards
4 plate face is parallel to grade level.The bottom L-type shear-wall element and the structure of intermediate layer L-type shear-wall element only lower end
It is different.Long connecting plate 7 and short connecting plate 70 have been lacked in the bottom L-type shear-wall element lower end, many embedded boards 4.
The top layer L-type shear-wall element also includes a block length connecting plate 7 and one piece short connecting plate 70.The long connecting plate
7 and short connecting plate 70 be located at steel skeleton 1 lower end.The long connecting plate 7 is connected with the lower surface of the long side bar of bottom.It is described
The plate face of long connecting plate 7 is parallel to plane B.The short connecting plate 70 is connected with the lower surface of the short side beam of bottom.It is described short
The plate face of connecting plate 70 is parallel to plane C.The long connecting plate 7 and short connecting plate 70 are in same level position.The length is even
Some through holes are provided with the plate face of fishplate bar 7 and short connecting plate 70.In order to reinforce long connecting plate 7 and short connecting plate 70, they
Weld some stiffeners in commissure.Some sleeve pipes are welded with the plate face of the long connecting plate 7 and short connecting plate 70.It is some to put more energy into
The arrangement of plate and some sleeve pipes on connecting plate is same as described above.The top layer L-type shear-wall element is cut with intermediate layer L-type
Power wall unit only upper end is different.The not long connecting plate 7 in the upper end of the top layer L-type shear-wall element and short connecting plate 70.
The composite concrete 2 is filled in the region that reinforced mesh 3 is wrapped up.
The intermediate layer L-type shear-wall element is located between top layer L-type shear-wall element and bottom L-type shear-wall element.
The intermediate layer L-type shear-wall element is sliceable multiple.The embedded board 4 of the bottom L-type shear-wall element lower end is imbedded in ground
In base.
Embodiment 3：
A kind of prefabrication type steel truss concrete shear wall, is spliced by some T-shaped shear-wall elements.
The T-shaped shear-wall element includes the T-shaped shear-wall element of top layer, the T-shaped shear-wall element in intermediate layer and bottom is T-shaped cuts
Power wall unit three types.The T-shaped shear-wall element of these three types includes steel skeleton 1, composite concrete 2, reinforced mesh
3rd, connecting plate I 5 and some sleeve pipes.
Referring to Fig. 5, the steel skeleton 1 is by four steel skeleton side columns 101, some steel skeleton side bars 102 and some reinforcing bars
The truss structure of the composition of frame support 103.Four steel skeleton side columns 101 are steel skeleton side column I, steel skeleton side column II, reinforcing bar
Frame side column III and steel skeleton side column IV.In the present embodiment, four steel skeleton side columns 101 are four identical channel-section steels.It is some
Steel skeleton side bar 102 includes some long side bars, some short side beams and some short side beams I.Four steel skeleton side columns 101 are mutual
Parallel and perpendicular to grade level arrangement.The steel skeleton side column IV is located between steel skeleton side column I and steel skeleton side column II.Institute
State the point of intersection that steel skeleton side column IV is located at " T-shaped ".III point of the steel skeleton side column I, steel skeleton side column II and steel skeleton side column
Not Wei Yu " T-shaped " three ends.Plane where the steel skeleton side column I, steel skeleton side column II and steel skeleton side column IV
That is plane D.Plane where the steel skeleton side column III and steel skeleton side column IV is plane E.The plane D's and plane E determines
Right way of conduct formula is identical with the midplane A of embodiment 1 definition mode.The plane D is perpendicular to plane E.The steel skeleton side column I and steel
Some short side beams are connected between skeleton side column IV.It is connected between the steel skeleton side column II and steel skeleton side column IV some short
Side bar I.Some long side bars are connected between the steel skeleton side column III and steel skeleton side column IV.The steel skeleton side column I and steel
Between skeleton side column IV, between steel skeleton side column II and steel skeleton side column IV between steel skeleton side column III and steel skeleton side column IV
It is welded some steel skeleton supports 103 intersected two-by-two.It is also solderable reserved on steel skeleton 1 according further to the arrangement of floor
Floor supporting plate 8.The reserved floor supporting plate 8 is located at the top of connecting plate I 5.The reserved fishplate bar 8 is parallel to grade level.Institute
Reserved floor supporting plate 8 is stated to be welded on steel skeleton side column 101.The reserved floor supporting plate 8 is used to be connected with floor bottom plate.It is described
The lower section of connecting plate I 5 also has girder steel supporting plate 9, and girder steel supporting plate 9 is used to be connected with girder steel.
The periphery of the steel skeleton 1 is wrapped in reinforced mesh 3.The reinforced mesh 3 is using hot rolling plain bar, warm
Rolled rib steel bar or cold rolled reinforcing steel bar with ribs are made.The colligation is welded on inside and outside steel skeleton 1 into the latticed of 200~300mm
Side.The reinforced mesh 3 carries out stirrup encryption with other element joints, and sizing grid is 150~200mm, along connection structure
The reinforcing bar in part direction, which is made to reserve, chooses reinforcing bar 301.The length for choosing reinforcing bar 301 is generally 150~300mm, for secondary
Welded before pouring with other member reinforcing steel bars.Three pieces of connecting plates I 5 are located at the outside of steel skeleton 1.Three pieces of I 5 points of connecting plates
Do not welded with steel skeleton side column I, steel skeleton side column II and steel skeleton side column III.Three pieces of connecting plates I 5 are respectively welded at reinforcing bar
On the channel-section steel bottom plate of frame side column I, steel skeleton side column II and steel skeleton side column III, their location arrangements are same as Example 1.Institute
The commissure for stating connecting plate I 5 and channel-section steel bottom plate is welded with some stiffeners.If being provided with bolt stem in the plate face of the connecting plate I 5
Through hole.Some sleeve pipes are welded with the side plate face of the connecting plate I 5.Some stiffeners and some sleeve pipes are on connecting plate I 5
Arrangement it is same as described above.
The T-shaped shear-wall element in intermediate layer also includes two block length connecting plates 7 and four pieces short connecting plate 70.It is four pieces described short
Connecting plate 70 is short connecting plate I, short connecting plate II, short connecting plate III and short connecting plate IV.The two pieces of long difference of connecting plate 7 positions
In the upper and lower side of steel skeleton 1.One of long connecting plate 7 is connected with the upper surface of the long side bar of the top, another block length connection
Plate 7 is connected with the lower surface of the long side bar of bottom.The plate face of two pieces of long connecting plates 7 is in same level.Two pieces of institutes
The plate face of long connecting plate 7 is stated parallel to plane E.The short connecting plate I and short connecting plate II are located at the upper end of steel skeleton 1.It is described
Short connecting plate I is connected with the upper surface of the short side beam of the top.The upper surface of the short connecting plate II and the short side beam I of the top
Connection.The short connecting plate III and short connecting plate IV are located at the lower end of steel skeleton 1.The short connecting plate III and the short side of bottom
The lower surface connection of beam.The short connecting plate IV is connected with the lower surface of the short side beam I of bottom.Positioned at the upper end of steel skeleton 1
All connecting plates are in same level position.All connecting plates positioned at the lower end of steel skeleton 1 are in same level position.Four
The plate face of short connecting plate 70 is parallel to plane D described in block.It is provided with plate face per block length connecting plate 7 and short connecting plate 70 some
Through hole.In order to reinforce long connecting plate 7 and short connecting plate 70, some stiffeners can be welded in their commissure.The connection per block length
Some sleeve pipes are welded with the plate face of plate 7 and short connecting plate 70.Some stiffeners and some sleeve pipes are on each piece of connecting plate
Arrangement is same as described above.
The T-shaped shear-wall element of bottom also includes a block length connecting plate 7, two pieces of short connecting plates 70 and four pieces of embedded boards 4.
Two pieces of short connecting plates 70 are short connecting plate I and short connecting plate II.The long connecting plate 7 and short connecting plate 70 are located at steel skeleton
1 upper end.The long connecting plate 7 is connected with the upper surface of the long side bar of the top.The plate face of the long connecting plate 7 is parallel to flat
Face E.The short connecting plate I is connected with the upper surface of the short side beam of the top.The short connecting plate II and the short side beam I of the top
Upper surface connection.The plate face of two pieces of short connecting plates 70 is parallel to plane D.The long connecting plate 7 and two pieces of short connecting plates
70 are in same level position.Some through holes are provided with the plate face of the long connecting plate 7 and two pieces short connecting plate 70.In order to add
Gu long connecting plate 7 and two pieces short connecting plate 7, can weld some stiffeners in their commissures.The long connecting plate 7 and two pieces
Some sleeve pipes are welded with the plate face of short connecting plate 70.The arrangement side of some stiffeners and some sleeve pipes on each piece of connecting plate
Formula is same as described above.The lower end of the steel skeleton 1 has four pieces of embedded boards 4.Four pieces of embedded boards 4 respectively with four steel skeletons
The lower surface connection of side column 101.The plate face of four pieces of embedded boards 4 is parallel to grade level.The T-shaped shear-wall element of bottom
It is different from the structure of intermediate layer T-shaped shear-wall element only lower end.Long connecting plate 7 is lacked in the T-shaped shear-wall element lower end of bottom
With two pieces short connecting plate 70, many embedded boards 4.
The T-shaped shear-wall element of top layer also includes a block length connecting plate 7 and two pieces short connecting plate 70.Two pieces of short companies
Fishplate bar 70 is short connecting plate III and short connecting plate IV.The short connecting plate III is connected with the lower surface of the short side beam of bottom.Institute
The lower surface that short connecting plate IV is stated with the short side beam I of bottom is connected.The plate face of the short connecting plate III and short connecting plate IV is put down
Row is in plane D.The long connecting plate 7 and two pieces short connecting plate 70 are in same level position.The long connecting plate 7 and two pieces short
Some through holes are provided with the plate face of connecting plate 70.In order to reinforce long connecting plate 7 and two pieces short connecting plate 70, in their weld seam
Some stiffeners of place's welding.Some sleeve pipes are welded with the plate face of the long connecting plate 7 and two pieces short connecting plate 70.It is some to add
The arrangement of strength plate and some sleeve pipes on each piece of connecting plate is same as described above.The T-shaped shear-wall element of top layer and centre
The T-shaped shear-wall element of layer only upper end is different.The not long connecting plate 7 in the upper end of the top layer L-type shear-wall element and two pieces of short companies
Fishplate bar 70.
The composite concrete 2 is filled in the region that reinforced mesh 3 is wrapped up.
The T-shaped shear-wall element in intermediate layer is located between the T-shaped shear-wall element of top layer and the T-shaped shear-wall element of bottom.
The T-shaped shear-wall element in intermediate layer is sliceable multiple.The embedded board 4 of the T-shaped shear-wall element lower end of bottom is imbedded in ground
In base.
Embodiment 4：
The Z-type shear-wall element is cut including top layer Z-type shear-wall element, intermediate layer Z-type shear-wall element and bottom Z-type
Power wall unit three types.The Z-type shear-wall element of these three types includes steel skeleton 1, composite concrete 2, reinforced mesh
3rd, connecting plate I 5 and some sleeve pipes.
Referring to Figure 10, the steel skeleton of the Z-type shear wall is by four steel skeleton side columns 101, some steel skeleton side bars 102
The truss structure of 103 compositions is supported with some steel skeletons.Four steel skeleton side columns 101 are steel skeleton side column I, steel skeleton side
Post II, steel skeleton side column III and steel skeleton side column IV.In the present embodiment, four steel skeleton side columns 101 are four identicals
Channel-section steel.Some steel skeleton side bars 102 include some long side bars, some short side beams and some short side beams I.Four steel skeleton sides
Post 101 is parallel to each other and perpendicular to grade level arrangement.The steel skeleton side column I and steel skeleton side column IV are located at " Z-type " respectively
Two flex points at；The steel skeleton side column II and steel skeleton side column III are located at two ends of " Z-type " respectively；The reinforcing bar
Plane where frame side column I and steel skeleton side column II is plane H.It is flat where the steel skeleton side column II and steel skeleton side column III
Face is plane F.Plane where the steel skeleton side column III and steel skeleton side column IV is plane G.The plane F is perpendicular to plane
H.The plane G is parallel to plane H.Some short side beams are connected between the steel skeleton side column I and steel skeleton side column II.It is described
Some long side bars are connected between steel skeleton side column II and steel skeleton side column III.The steel skeleton side column III and steel skeleton side column IV
Between be connected with some short side beams I.Between the steel skeleton side column I and steel skeleton side column II, steel skeleton side column II and steel skeleton
Some steel skeleton supports 103 intersected two-by-two are welded between side column III between steel skeleton side column III and steel skeleton side column IV.
According further to the arrangement of floor, the also solderable reserved floor supporting plate 8 on steel skeleton 1.The reserved floor supporting plate 8 is located at connection
The top of plate I 5.The reserved fishplate bar 8 is parallel to grade level.The reserved floor supporting plate 8 is welded on steel skeleton side column 101
On.The reserved floor supporting plate 8 is used to be connected with floor bottom plate.The lower section of connecting plate I 5 also has girder steel supporting plate 9, girder steel support
Plate 9 is used to be connected with girder steel.
The periphery of the steel skeleton 1 is wrapped in reinforced mesh 3.Three pieces of connecting plates I 5 are located at the outer of steel skeleton 1
Side.Three pieces of connecting plates I 5 are welded with steel skeleton side column I, steel skeleton side column III and steel skeleton side column IV respectively.The connection
Some bolt holes are provided with the plate face of plate I 5.Some sleeve pipes are welded with the side plate face of the connecting plate 5.
The intermediate layer Z-type shear-wall element also includes two block length connecting plates 7 and four pieces short connecting plate 70.It is four pieces described short
Connecting plate 70 is short connecting plate I, short connecting plate II, short connecting plate III and short connecting plate IV.The two pieces of long difference of connecting plate 7 positions
In the upper and lower side of steel skeleton 1.One of long connecting plate 7 is connected with the upper surface of the long side bar of the top, another block length connection
Plate 7 is connected with the lower surface of the long side bar of bottom.The plate face of two pieces of long connecting plates 7 is parallel to plane F.The short connection
Plate I and short connecting plate II are located at the upper end of steel skeleton 1.The short connecting plate I is connected with the upper surface of the short side beam of the top.Institute
The upper surface that short connecting plate II is stated with the short side beam I of the top is connected.The short connecting plate III and short connecting plate IV are located at reinforcing bar
The lower end of frame 1.The short connecting plate III is connected with the lower surface of the short side beam of bottom.The short connecting plate IV and bottom
The lower surface connection of short side beam I.The plate face of four pieces of short connecting plates 70 is parallel to plane G or H.In order to reinforce long connecting plate 7
With two pieces short connecting plate 70, some stiffeners can be welded in their commissures.Per block length connecting plate 7 and the plate of short connecting plate 70
Some through holes are provided with face.Some sleeve pipes are welded with plate face per block length connecting plate 7 and short connecting plate 70.
The bottom Z-type shear-wall element also includes a block length connecting plate 7, two pieces of short connecting plates 70 and four pieces of embedded boards 4.
Two pieces of short connecting plates 70 are short connecting plate I and short connecting plate II.The long connecting plate 7 and short connecting plate 70 are located at steel skeleton
1 upper end.The long connecting plate 7 is connected with the upper surface of the long side bar of the top.The plate face of the long connecting plate 7 is parallel to flat
Face F.The short connecting plate I is connected with the upper surface of the short side beam of the top.The short connecting plate II and the short side beam I of the top
Upper surface connection.The plate face of two pieces of short connecting plates 70 is parallel to plane G or H.The long connecting plate 7 and two pieces short connection
Some through holes are provided with the plate face of plate 70.It is welded with the plate face of the long connecting plate 7 and two pieces short connecting plate 70 some
Sleeve pipe.The lower end of the steel skeleton 1 has four pieces of embedded boards 4.Four pieces of embedded boards 4 respectively with four steel skeleton side columns 101
Lower surface connection.The plate face of four pieces of embedded boards 4 is parallel to grade level.The bottom Z-type shear-wall element and centre
The structure of layer Z-type shear-wall element only lower end is different.
The top layer Z-type shear-wall element also includes a block length connecting plate 7 and two pieces short connecting plate 70.Two pieces of short companies
Fishplate bar 70 is short connecting plate III and short connecting plate IV.The short connecting plate III is connected with the lower surface of the short side beam of bottom.Institute
The lower surface that short connecting plate IV is stated with the short side beam I of bottom is connected.The plate face of the short connecting plate III and short connecting plate IV is put down
Row is in plane G or H.Some through holes are provided with the plate face of the long connecting plate 7 and two pieces short connecting plate 70.The long connecting plate
7 and two pieces short connecting plate 70 plate face on be welded with some sleeve pipes.The top layer Z-type shear-wall element is cut with intermediate layer Z-type
Power wall unit only upper end is different.
The composite concrete 2 is filled in the region that reinforced mesh 3 is wrapped up.
The intermediate layer Z-type shear-wall element is located between top layer Z-type shear-wall element and bottom Z-type shear-wall element.
The intermediate layer Z-type shear-wall element is sliceable multiple.The embedded board 4 of the bottom Z-type shear-wall element lower end is imbedded in ground
In base.
Embodiment 5：
Referring to Fig. 8, with the prefabrication type steel truss concrete described in embodiment 1, embodiment 2, embodiment 3 and embodiment 4
Shear wall.The Linear shear wall is used at metope straight in floor building.The L-type shear wall is used in floor and built
Corner corner in building.The T-shaped shear wall is used in the intersection of two mutual vertical walls in floor building.The Z-type
Shear wall is used in metope many places stitching portion in floor building.Lightweight is installed between each prefabrication type steel truss concrete shear wall
Masonry partition wall, whole metope is linked together.After carrying out superstructure after each prefabricated components installation of substrustion
Construction.
Turning also now to Figure 12, each shear wall body can also need opening holes according to building, then in the position punched
Surrounding addition shear wall punching internal reinforcement shaped steel 10 is reinforced, and just can meet structure security needs, punch flexible safety.
Embodiment 6：
A kind of manufacture method of prefabrication type steel truss concrete shear wall, comprises the following steps：
1) cutting steel skeleton side column 101, steel skeleton side bar 102 and steel skeleton support 103, are then welded into truss structure i.e.
Steel skeleton 1.The shape of the steel skeleton 1 can be yi word pattern, L-type, T-shaped and Z-type.
2) embedded board 4, is then welded under steel skeleton side column 101 by cutting embedded board 4 and the holes drilled through in its plate face
On end face.
3) cutting connecting plate I 5 and the holes drilled through in its plate face, are then welded on steel skeleton side column 101 by connecting plate I 5
On side.
4) cutting connecting plate II 6, connecting plate III 60, long connecting plate 7 and short connecting plate 70, and drilled through in their plate face
Hole, is then respectively welded at the upper and lower end of steel skeleton 1.
5) some sleeve pipes are cut, are then welded in some sleeve pipes in the plate face of each connecting plate.
6) reinforcing bar is cut, reinforcing bar uses 4~8mm hot rolling plain bar, hot rolled ribbed bars or cold rolled reinforcing steel bar with ribs.Will
Reinforcing bar colligation into 200~300mm latticed formation reinforced mesh 3, and with other element joints carry out stirrup encryption, net
Lattice size is 150~200mm.Reinforcing bar along connecting elements direction, which is made to reserve, chooses reinforcing bar 301, and the length for choosing reinforcing bar is general
For 150~300mm.Then reinforced mesh 3 is welded on the interior outside of steel skeleton 1.
7) shear wall formwork box is made, end template is paved into big plane, spreads PV films, and steel skeleton 1 is placed on into big plane mould
On plate, steel skeleton 1 is lifted with fixture, side mould is then made.
8) in addition to reserving and pouring irrigated area, high-strength concrete and foam concrete are poured successively, then concrete slab is installed.
9) the steam-cured demoulding is carried out to the wall formed through above step.
Claims (9)
1. a kind of prefabrication type steel truss concrete shear wall, it is characterised in that：Including some Linear shear wall units, some L
Type shear-wall element, some Z-type shear-wall elements and/or some T-shaped shear-wall elements；
The Linear shear wall unit includes top layer Linear shear wall unit, intermediate layer Linear shear wall unit and bottom
Linear shear wall unit three types；The Linear shear wall unit of these three types includes steel skeleton（1）, complex coagulation
Soil（2）, reinforced mesh（3）, connecting plate I（5）With some sleeve pipes；
The steel skeleton（1）It is by two steel skeleton side columns（101）, some steel skeleton side bars（102）With the support of some steel skeletons
（103）The truss structure of composition；Two steel skeleton side columns（101）It is parallel to each other and perpendicular to grade level arrangement；Two
The steel skeleton side column（101）The plane at place is plane A；The steel skeleton support（103）Arranged crosswise two-by-two；Described in every
Steel skeleton is supported（103）Two ends respectively with two steel skeleton side columns（101）Connection；The every steel skeleton side bar（102）'s
Two ends respectively with two pieces of steel skeleton side columns（101）Connection forms stable truss structure beaer；
The steel skeleton（1）Periphery be wrapped in reinforced mesh（3）；Two pieces of connecting plates I（5）Positioned at steel skeleton（1）
Outside；Two pieces of connecting plates I（5）Respectively with two steel skeleton side columns（101）In processing factory's welding；The connecting plate I（5）
Plate face on be provided with some bolt holes；The connecting plate I（5）Side plate face on bolt position be welded sleeve pipe；
The intermediate layer Linear shear wall unit also includes one piece of connecting plate II（6）With one piece of connecting plate III（60）；The steel
Skeleton（1）Upper end there is connecting plate II（6）；The steel skeleton（1）Lower end there is connecting plate III（60）；The connecting plate II
（6）With the steel skeleton side bar of the top（102）Upper surface connection；The connecting plate III（60）With the steel skeleton side bar of bottom
（102）Lower surface connection；The connecting plate II（6）With connecting plate III（60）Plate face parallel to plane A；The connecting plate II
（6）With connecting plate III（60）Plate face on be provided with some through holes；The connecting plate II（6）With connecting plate III（60）Plate face on weld
It is connected to some sleeve pipes；
The bottom Linear shear wall unit also includes two pieces of embedded boards（4）With one piece of connecting plate II（6）；The steel skeleton
（1）Upper end there is connecting plate II（6）；The connecting plate II（6）With the steel skeleton side bar of the top（102）Upper surface connect
Connect；The connecting plate II（6）Plate face on be provided with some through holes；The connecting plate II（6）Side plate face on be welded with it is some
Sleeve pipe；The steel skeleton（1）Lower end there are two pieces of embedded boards（4）；Two pieces of embedded boards（4）Respectively with two steel skeleton sides
Post（101）Lower surface connection；Two pieces of embedded boards（4）Plate face parallel to grade level；
The top layer Linear shear wall unit also includes one piece of connecting plate III（60）；The steel skeleton（1）Lower section have connect
Fishplate bar III（60）；The connecting plate III（60）With the steel skeleton side bar of bottom（102）Lower surface connection；The connecting plate III
（60）Plate face on be provided with some through holes；The connecting plate III（60）Side plate face on be welded with some sleeve pipes；
The composite concrete（2）It is filled in reinforced mesh（3）The region wrapped up；
The L-type shear-wall element includes top layer L-type shear-wall element, intermediate layer L-type shear-wall element and bottom L-type shear wall
Unit three types；The L-type shear-wall element of these three types includes steel skeleton（1）, composite concrete（2）, reinforced mesh
（3）, connecting plate I（5）With some sleeve pipes；
The steel skeleton（1）It is by three steel skeleton side columns（101）, some steel skeleton side bars（102）With the support of some steel skeletons
（103）The truss structure of composition；Three steel skeleton side columns（101）That is steel skeleton side column I, steel skeleton side column II and steel skeleton
Side column III；Some steel skeleton side bars（102）Including some long side bars and some short side beams；Three steel skeleton side columns（101）
It is parallel to each other and perpendicular to grade level arrangement；The steel skeleton side column I is plane B with the plane where steel skeleton side column II,
The steel skeleton side column I is plane C with the plane where steel skeleton side column III；The plane B is perpendicular to plane C；The reinforcing bar
Some long side bars are connected between frame side column I and steel skeleton side column II；Connect between the steel skeleton side column I and steel skeleton side column III
It is connected to some short side beams；Some steel skeleton branch intersected two-by-two are welded between the steel skeleton side column I and steel skeleton side column II
Support（103）；Some steel skeleton supports intersected two-by-two are welded between the steel skeleton side column I and steel skeleton side column III（103）；
The steel skeleton（1）Periphery be wrapped in reinforced mesh（3）；Two pieces of connecting plates I（5）Positioned at steel skeleton（1）
Outside；Two pieces of connecting plates I（5）Welded respectively with steel skeleton side column II and steel skeleton side column III；Two pieces of connecting plates I
（5）Plate face on be provided with some bolt holes；The connecting plate I（5）Side plate face on be welded some sleeve pipes；
The intermediate layer L-type shear-wall element also includes two block length connecting plates（7）With two pieces of short connecting plates（70）；Two pieces of length
Connecting plate（7）It is located at steel skeleton respectively（1）Upper and lower side；One of long connecting plate（7）With the upper table of the long side bar of the top
Face is connected, another block length connecting plate（7）It is connected with the lower surface of the long side bar of bottom；Two pieces of long connecting plates（7）Plate
Face is parallel to plane B；Two pieces of short connecting plates（70）It is located at steel skeleton respectively（1）Upper and lower side；One of short connecting plate
（70）It is connected with the upper surface of the short side beam of the top, another piece of short connecting plate（70）Connect with the lower surface of the short side beam of bottom
Connect；Two pieces of short connecting plates（70）Plate face parallel to plane C；Two pieces of long connecting plates（7）With two pieces of short connecting plates
（70）Plate face on be provided with some through holes；Two pieces of long connecting plates（7）With two pieces of short connecting plates（70）Plate face on weld
It is connected to some sleeve pipes；
The bottom L-type shear-wall element also includes a block length connecting plate（7）, one piece of short connecting plate（70）With three pieces of embedded boards
（4）；The long connecting plate（7）With short connecting plate（70）Positioned at steel skeleton（1）Upper end；The long connecting plate（7）With the top
Long side bar upper surface connection；The long connecting plate（7）Plate face parallel to plane B；The short connecting plate（70）With it is most upper
The upper surface connection of the short side beam of side；The short connecting plate（70）Plate face parallel to plane C；The long connecting plate（7）With it is short
Connecting plate（70）Plate face on be provided with some through holes；The long connecting plate（7）With short connecting plate（70）If plate face on be welded with
Dry sleeve pipe；The steel skeleton（1）Lower end there are three pieces of embedded boards（4）；Three pieces of embedded boards（4）Respectively with three steel skeletons
Side column（101）Lower surface connection；Three pieces of embedded boards（4）Plate face parallel to grade level；
The top layer L-type shear-wall element also includes a block length connecting plate（7）With one piece of short connecting plate（70）；The long connecting plate
（7）With short connecting plate（70）Positioned at steel skeleton（1）Lower end；The long connecting plate（7）With the lower surface of the long side bar of bottom
Connection；The long connecting plate（7）Plate face parallel to plane B；The short connecting plate（70）With the following table of the short side beam of bottom
Face is connected；The short connecting plate（70）Plate face parallel to plane C；The long connecting plate（7）With short connecting plate（70）Plate face
On be provided with some through holes；The long connecting plate（7）With short connecting plate（70）Plate face on be welded with some sleeve pipes；
The composite concrete（2）It is filled in reinforced mesh（3）The region wrapped up；
The T-shaped shear-wall element includes the T-shaped shear-wall element of top layer, the T-shaped shear-wall element in intermediate layer and the T-shaped shear wall of bottom
Unit three types；The T-shaped shear-wall element of these three types includes steel skeleton（1）, composite concrete（2）, reinforced mesh
（3）, connecting plate I（5）With some sleeve pipes；
The steel skeleton（1）It is by four steel skeleton side columns（101）, some steel skeleton side bars（102）With the support of some steel skeletons
（103）The truss structure of composition；Four steel skeleton side columns（101）That is steel skeleton side column I, steel skeleton side column II, steel skeleton
Side column III and steel skeleton side column IV；Some steel skeleton side bars（102）Including some long side bars, some short side beams and some short side beams
Ⅰ；Four steel skeleton side columns（101）It is parallel to each other and perpendicular to grade level arrangement；The steel skeleton side column IV is located at steel
Between skeleton side column I and steel skeleton side column II；Where the steel skeleton side column I, steel skeleton side column II and steel skeleton side column IV
Plane is plane D；Plane where the steel skeleton side column III and steel skeleton side column IV is plane E；The plane D is perpendicular to flat
Face E；Some short side beams are connected between the steel skeleton side column I and steel skeleton side column IV；The steel skeleton side column II and reinforcing bar
Some short side beams I are connected between frame side column IV；Some length are connected between the steel skeleton side column III and steel skeleton side column IV
Side bar；Between the steel skeleton side column I and steel skeleton side column IV, between steel skeleton side column II and steel skeleton side column IV and steel skeleton
Some steel skeleton supports intersected two-by-two are welded between side column III and steel skeleton side column IV（103）；
The steel skeleton（1）Periphery be wrapped in reinforced mesh（3）；Three pieces of connecting plates I（5）Positioned at steel skeleton（1）
Outside；Three pieces of connecting plates I（5）Welded respectively with steel skeleton side column I, steel skeleton side column II and steel skeleton side column III；Institute
State connecting plate I（5）Plate face on be provided with some bolt holes；The connecting plate I（5）Side plate face on be welded with some sets
Pipe；
The T-shaped shear-wall element in intermediate layer also includes two block length connecting plates（7）With four pieces of short connecting plates（70）；It is four pieces described short
Connecting plate（70）I.e. short connecting plate I, short connecting plate II, short connecting plate III and short connecting plate IV；Two pieces of long connecting plates（7）Point
Wei Yu not steel skeleton（1）Upper and lower side；One of long connecting plate（7）It is connected with the upper surface of the long side bar of the top, it is another
Block length connecting plate（7）It is connected with the lower surface of the long side bar of bottom；Two pieces of long connecting plates（7）Plate face parallel to plane
E；The short connecting plate I and short connecting plate II are located at steel skeleton（1）Upper end；The short connecting plate I and the short side beam of the top
Upper surface connection；The short connecting plate II is connected with the upper surface of the short side beam I of the top；The short connecting plate III and short company
Fishplate bar IV is located at steel skeleton（1）Lower end；The short connecting plate III is connected with the lower surface of the short side beam of bottom；The short company
Fishplate bar IV is connected with the lower surface of the short side beam I of bottom；Four pieces of short connecting plates（70）Plate face parallel to plane D；Often
Block length connecting plate（7）With short connecting plate（70）Plate face on be provided with some through holes；Per block length connecting plate（7）With short connecting plate
（70）Plate face on be welded with some sleeve pipes；
The T-shaped shear-wall element of bottom also includes a block length connecting plate（7）, two pieces of short connecting plates（70）With four pieces of embedded boards
（4）；Two pieces of short connecting plates（70）I.e. short connecting plate I and short connecting plate II；The long connecting plate（7）With short connecting plate（70）
Positioned at steel skeleton（1）Upper end；The long connecting plate（7）It is connected with the upper surface of the long side bar of the top；The long connecting plate
（7）Plate face parallel to plane E；The short connecting plate I is connected with the upper surface of the short side beam of the top；The short connecting plate II
It is connected with the upper surface of the short side beam I of the top；Two pieces of short connecting plates（70）Plate face parallel to plane D；The length is even
Fishplate bar（7）With two pieces of short connecting plates（70）Plate face on be provided with some through holes；The long connecting plate（7）With two pieces of short connecting plates
（70）Plate face on be welded with some sleeve pipes；The steel skeleton（1）Lower end there are four pieces of embedded boards（4）；Described four pieces pre-
Buried plate（4）Respectively with four steel skeleton side columns（101）Lower surface connection；Four pieces of embedded boards（4）Plate face parallel to ground
Base plane；
The T-shaped shear-wall element of top layer also includes a block length connecting plate（7）With two pieces of short connecting plates（70）；Two pieces of short companies
Fishplate bar（70）I.e. short connecting plate III and short connecting plate IV；The short connecting plate III is connected with the lower surface of the short side beam of bottom；
The short connecting plate IV is connected with the lower surface of the short side beam I of bottom；The plate face of the short connecting plate III and short connecting plate IV
Parallel to plane D；The long connecting plate（7）With two pieces of short connecting plates（70）Plate face on be provided with some through holes；The length is even
Fishplate bar（7）With two pieces of short connecting plates（70）Plate face on be welded with some sleeve pipes；
The composite concrete（2）It is filled in reinforced mesh（3）The region wrapped up；
The Z-type shear-wall element includes top layer Z-type shear-wall element, intermediate layer Z-type shear-wall element and bottom Z-type shear wall
Unit three types；The Z-type shear-wall element of these three types includes steel skeleton（1）, composite concrete（2）, reinforced mesh
（3）, connecting plate I（5）With some sleeve pipes；
The steel skeleton of the Z-type shear wall is by four steel skeleton side columns（101）, some steel skeleton side bars（102）With some steel
Skeletal support（103）The truss structure of composition；Four steel skeleton side columns（101）That is steel skeleton side column I, steel skeleton side column
IIth, steel skeleton side column III and steel skeleton side column IV；Some steel skeleton side bars（102）Including some long side bars, some short side beams and
Some short side beams I；Four steel skeleton side columns（101）It is parallel to each other and perpendicular to grade level arrangement；The steel skeleton side
Plane where post I and steel skeleton side column II is plane H；Plane where the steel skeleton side column II and steel skeleton side column III is
Plane F；Plane where the steel skeleton side column III and steel skeleton side column IV is plane G；The plane F is perpendicular to plane H；Institute
Plane G is stated parallel to plane H；Some short side beams are connected between the steel skeleton side column I and steel skeleton side column II；The reinforcing bar
Some long side bars are connected between frame side column II and steel skeleton side column III；Between the steel skeleton side column III and steel skeleton side column IV
It is connected with some short side beams I；Between the steel skeleton side column I and steel skeleton side column II, steel skeleton side column II and steel skeleton side column
Some steel skeleton supports intersected two-by-two are welded between III between steel skeleton side column III and steel skeleton side column IV（103）；
The steel skeleton（1）Periphery be wrapped in reinforced mesh（3）；Three pieces of connecting plates I（5）Positioned at steel skeleton（1）
Outside；Three pieces of connecting plates I（5）Welded respectively with steel skeleton side column I, steel skeleton side column III and steel skeleton side column IV；Institute
State connecting plate I（5）Plate face on be provided with some bolt holes；The connecting plate I（5）Side plate face on be welded with some sets
Pipe；
The intermediate layer Z-type shear-wall element also includes two block length connecting plates（7）With four pieces of short connecting plates（70）；It is four pieces described short
Connecting plate（70）I.e. short connecting plate I, short connecting plate II, short connecting plate III and short connecting plate IV；Two pieces of long connecting plates（7）Point
Wei Yu not steel skeleton（1）Upper and lower side；One of long connecting plate（7）It is connected with the upper surface of the long side bar of the top, it is another
Block length connecting plate（7）It is connected with the lower surface of the long side bar of bottom；Two pieces of long connecting plates（7）Plate face parallel to plane
F；The short connecting plate I and short connecting plate II are located at steel skeleton（1）Upper end；The short connecting plate I and the short side beam of the top
Upper surface connection；The short connecting plate II is connected with the upper surface of the short side beam I of the top；The short connecting plate III and short company
Fishplate bar IV is located at steel skeleton（1）Lower end；The short connecting plate III is connected with the lower surface of the short side beam of bottom；The short company
Fishplate bar IV is connected with the lower surface of the short side beam I of bottom；Four pieces of short connecting plates（70）Plate face parallel to plane G or H；
Per block length connecting plate（7）With short connecting plate（70）Plate face on be provided with some through holes；Per block length connecting plate（7）With short connecting plate
（70）Plate face on be welded with some sleeve pipes；
The bottom Z-type shear-wall element also includes a block length connecting plate（7）, two pieces of short connecting plates（70）With four pieces of embedded boards
（4）；Two pieces of short connecting plates（70）I.e. short connecting plate I and short connecting plate II；The long connecting plate（7）With short connecting plate（70）
Positioned at steel skeleton（1）Upper end；The long connecting plate（7）It is connected with the upper surface of the long side bar of the top；The long connecting plate
（7）Plate face parallel to plane F；The short connecting plate I is connected with the upper surface of the short side beam of the top；The short connecting plate II
It is connected with the upper surface of the short side beam I of the top；Two pieces of short connecting plates（70）Plate face parallel to plane G or H；The length
Connecting plate（7）With two pieces of short connecting plates（70）Plate face on be provided with some through holes；The long connecting plate（7）With two pieces short connection
Plate（70）Plate face on be welded with some sleeve pipes；The steel skeleton（1）Lower end there are four pieces of embedded boards（4）；Described four pieces
Embedded board（4）Respectively with four steel skeleton side columns（101）Lower surface connection；Four pieces of embedded boards（4）Plate face parallel to
Grade level；
The top layer Z-type shear-wall element also includes a block length connecting plate（7）With two pieces of short connecting plates（70）；Two pieces of short companies
Fishplate bar（70）I.e. short connecting plate III and short connecting plate IV；The short connecting plate III is connected with the lower surface of the short side beam of bottom；
The short connecting plate IV is connected with the lower surface of the short side beam I of bottom；The plate face of the short connecting plate III and short connecting plate IV
Parallel to plane G or H；The long connecting plate（7）With two pieces of short connecting plates（70）Plate face on be provided with some through holes；The length
Connecting plate（7）With two pieces of short connecting plates（70）Plate face on be welded with some sleeve pipes；
The composite concrete（2）It is filled in reinforced mesh（3）The region wrapped up.
2. a kind of prefabrication type steel truss concrete shear wall according to claim 1, it is characterised in that：According to floor cloth
Put, reserved floor supporting plate is set up in each shear-wall element（8）；The reserved floor supporting plate（8）Positioned at connecting plate I（5）'s
Top；The reserved floor supporting plate（8）Parallel to grade level；The reserved floor supporting plate（8）It is welded on steel skeleton side column
（101）With steel skeleton support（103）On.
3. a kind of prefabrication type steel truss concrete shear wall according to claim 1, it is characterised in that：Each described connection
There are some stiffeners on plate；Some stiffeners and some sleeve pipes are located at the plate face homonymy of each connecting plate.
4. a kind of prefabrication type steel truss concrete shear wall according to claim 1, it is characterised in that：The steel skeleton
（1）All connecting plates in upper end be in the phase same level floor absolute altitude up to position of upper strata absolute altitude 1/3, all connecting plates of lower end
It is under phase same level floor absolute altitude to the position of lower floor's absolute altitude 2/3.
5. a kind of prefabrication type steel truss concrete shear wall according to claim 1, it is characterised in that：The reinforced mesh
（3）Upper and lower ends have and reserved choose reinforcing bar（301）；The reinforced mesh（3）Using hot rolling plain bar, hot-rolled ribbed
Reinforcing bar or cold rolled reinforcing steel bar with ribs；The reinforced mesh（3）Stirrup encryption is being carried out close to connecting plate region.
6. a kind of prefabrication type steel truss concrete shear wall according to claim 1, it is characterised in that：The complex coagulation
Soil（2）It is made up of foam concrete, air entrained concrete, slag concrete, high-strength concrete and normal concrete.
7. a kind of prefabrication type steel truss concrete shear wall according to claim 1, it is characterised in that：The steel skeleton
（1）From the existing or processed channel-section steel of in the market, I-steel, quarter bend, angle steel, T-steel, H profile steel, C-type steel combination of materials
It is welded into truss structure.
8. a kind of prefabrication type steel truss concrete shear wall according to claim 1, it is characterised in that：The wall of shear wall
The processing that punches is carried out as needed, and shear wall punching internal reinforcement shaped steel is added around the position for needing to punch（10）Reinforced,
Structure security needs just can be met, punch flexible safety.
9. a kind of manufacture based on the prefabrication type steel truss concrete shear wall of any one claim in claim 1~8
Method, comprises the following steps：
1）Cut steel skeleton side column（101）, steel skeleton side bar（102）With steel skeleton support（103）, then it is welded into truss structure
That is steel skeleton（1）；
2）Cut embedded board（4）And in its plate face holes drilled through, then by embedded board（4）It is welded on steel skeleton side column（101）'s
On lower surface；
3）Cut connecting plate I（5）And in its plate face holes drilled through, then by connecting plate I（5）It is welded on steel skeleton side column（101）
Side on；
4）Cut connecting plate II（6）, connecting plate III（60）, long connecting plate（7）With short connecting plate（70）, and in their plate face
Holes drilled through, is then respectively welded at steel skeleton（1）Upper and lower end；
5）Some sleeve pipes are cut, then some sleeve pipes are welded in the plate face of each connecting plate；
6）Reinforcing bar is cut, by reinforcing bar colligation into latticed formation reinforced mesh（3）, then reinforced mesh（3）It is welded on reinforcing bar
Frame（1）Interior outside；
7）Shear wall formwork box is made, end template is paved into big plane, spreads PV films, by steel skeleton（1）It is placed on big plane template
On, lift steel skeleton with fixture（1）, then make side mould；
8）In addition to reserving and pouring irrigated area, high-strength concrete and foam concrete are poured successively, then concrete slab is installed；
9）The steam-cured demoulding is carried out to the wall formed through above step.
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| CN105507458A (en) * | 2016-01-28 | 2016-04-20 | 郑州三迪建筑科技有限公司 | Shear wall of steel-structure civic house building |
| CN107989253A (en) * | 2017-11-01 | 2018-05-04 | 重庆欧冠钢结构有限公司 | Prefabricated mixed structure wallboard and its manufacture method with insulation free posing |
| CN109016071A (en) * | 2018-08-08 | 2018-12-18 | 吴勇 | A kind of production method and its assemble method of construction wall |
| CN110439142A (en) * | 2019-07-31 | 2019-11-12 | 华南理工大学 | A kind of assembly concrete shear wall and construction method with H profile steel diagonal brace |
| CN110512765A (en) * | 2019-07-31 | 2019-11-29 | 华南理工大学 | A kind of fabricated shear wall and construction method with steel plate peg combined type diagonal brace |
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| JP3327184B2 (en) * | 1997-10-09 | 2002-09-24 | 鹿島建設株式会社 | Column-to-beam joints between steel pipe structure or filled steel pipe concrete structure column and SRC structure beam |
| CN100558996C (en) * | 2007-03-16 | 2009-11-11 | 北京城建设计研究总院有限责任公司 | Steel reinforced concrete frame-steel supporting structure section-changeable conversion node |
| CN101457571B (en) * | 2009-01-14 | 2011-01-05 | 清华大学建筑设计研究院 | Lattice steel frame, and method for manufacturing lattice steel frame concrete composite building block |
| CN102127930B (en) * | 2010-07-19 | 2012-10-17 | 曾庆胜 | Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall |
| CN204826306U (en) * | 2015-07-21 | 2015-12-02 | 重庆欧冠钢结构有限公司 | Prefabricated shaped steel truss concrete shear force wall |
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Address after: No. 7-9, Building 2, No. 126 Wenxi Road, Chunhui Road Street, Dadukou District, Chongqing, 400084 Patentee after: Chongqing Yirun Construction Co.,Ltd. Country or region after: China Address before: No. 7-9, Building 2, No. 126 Wenxi Road, Chunhui Road Street, Dadukou District, Chongqing, 400084 Patentee before: CHONGQING OUGUAN STEEL STRUCTURE CO.,LTD. Country or region before: China |