CN206646634U - Assemble prefabricated components formula house - Google Patents
Assemble prefabricated components formula house Download PDFInfo
- Publication number
- CN206646634U CN206646634U CN201621217121.2U CN201621217121U CN206646634U CN 206646634 U CN206646634 U CN 206646634U CN 201621217121 U CN201621217121 U CN 201621217121U CN 206646634 U CN206646634 U CN 206646634U
- Authority
- CN
- China
- Prior art keywords
- wallboard
- prefabricated
- directions
- slot type
- formula
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000009434 installation Methods 0.000 claims abstract description 19
- 238000000034 method Methods 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 24
- 239000010959 steel Substances 0.000 claims description 24
- 239000004567 concrete Substances 0.000 claims description 13
- 210000003205 muscle Anatomy 0.000 claims description 9
- 239000011150 reinforced concrete Substances 0.000 claims description 9
- 238000011065 in-situ storage Methods 0.000 claims description 8
- 238000004519 manufacturing process Methods 0.000 claims description 8
- 238000009417 prefabrication Methods 0.000 claims description 8
- 239000002344 surface layer Substances 0.000 claims description 6
- 241000565675 Oncomelania Species 0.000 claims description 5
- 238000005520 cutting process Methods 0.000 claims description 5
- 238000009415 formwork Methods 0.000 claims description 4
- 239000010410 layer Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 239000011440 grout Substances 0.000 claims description 2
- 238000007373 indentation Methods 0.000 claims description 2
- 239000002184 metal Substances 0.000 claims description 2
- 229910052751 metal Inorganic materials 0.000 claims description 2
- 230000011218 segmentation Effects 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 8
- 230000003014 reinforcing effect Effects 0.000 description 6
- 239000000463 material Substances 0.000 description 4
- 238000009435 building construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000005764 inhibitory process Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000010985 leather Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses one kind assembling prefabricated components formula house, and it includes house foundation collar tie beam, the fluted formula structural column in four directions, prefabricated crossbeam, wallboard, floor, staircase boards, slot type connection section bar, the installation of wire casing and line box；The fluted formula structural column in four directions is built on foundation ring girder；Wallboard transverse side is placed in structure intercolumniation, is fixed at door, window box out with " U ", " H ", " L " shape slot type connection section bar；Prefabricated crossbeam is placed on wallboard, between structural column, and floor is placed on prefabricated crossbeam, between Liang Yuliang, Liang Yuzhu, beam and plate, cast-in-place collar tie beam, ensures its structure bonding strength globality.The utility model provides a kind of construction of assembling prefabricated components formula house and its installation method, has the characteristics of simple in construction, convenient transportation, prefabricated component factorial praluction, installation is quick, structural strength is high, versatile.
Description
Technical field
It the utility model is related to field of house buildings, more particularly to a kind of assembled monolithic concrete structure house.
Background technology
For a long time, people use brick mix structure in building construction more, in recent years, because to the natural calamity such as antiseismic,
Use frame structure more.In building, builder's labor intensity is big, and low production efficiency, speed of application is slow, construction period length,
High material consumption, scene stir up a cloud of dust, and generate flood tide building waste and have a strong impact on environment with gray haze, traditional building, which is needed badly, to be changed
Leather, and emerging assembled house is mostly iron sheet movable plank house, and service life is low, poor insulativity, and this just needs one kind badly can be
Factory mass produces, and convenient transportation, the prefabricated buildings that easily assembled, service life is long, intensity is high and safe and reliable.Cause
This, adapting to building industry, " masses start an undertaking, millions of people innovation！" needs, new approaches must be started, use new technology build room
Room.
The content of the invention
The purpose of the utility model is to overcome the deficiencies in the prior art, there is provided a kind of simple in construction, convenient transportation, installation are fast
The assembling prefabricated components formula house fast, elegant in appearance, green, bonding strength is good and its installation method.
The utility model is implemented by following technical scheme：Prefabricated components formula house is assembled, it includes house foundation collar tie beam, and four
The fluted formula structural column in side, prefabricated crossbeam, wallboard, floor, staircase boards, slot type connection section bar, the installation of wire casing and line box；House
Pre-buried dowel on foundation ring girder, the fluted formula structural column in four directions are built on house foundation collar tie beam；Wallboard transverse side is laid
Between corresponding cubic fluted formula structural column, wallboard faying surface is uniformly wiped with lean concrete grout；Prefabricated crossbeam is given birth in factory
Simultaneously reserving rib and stirrup are produced, is placed between wallboard upper strata and corresponding cubic fluted formula structural column, reserved stirrup faces
On；Between prefabricated crossbeam and prefabricated crossbeam, the fluted formula structural column of prefabricated crossbeam and four directions, overlap joint is welded or tied up between reserving rib
The connection method of bundle, and cast-in-place concrete, ensure its structure bonding strength globality；Floor is empty for the prestressing force of " work " printed words formula
Heart prefabricated board, and both ends reserving rib, floor level, which is taken, to be placed on prefabricated crossbeam；Between floor and floor, floor both ends and prefabricated horizontal stroke
In indentation pattern and interconnected, the cast-in-situ steel reinforced concrete collar tie beam in groove between beam；The fluted formula structural column in four directions, prefabricated horizontal stroke
Beam sides protrudes from wallboard, in frame-like formula house；Staircase boards segmentation is set up, and staircase boards both ends reserving rib, platen muscle of having a rest need
Colligation connects, and cast-in-place concrete；Reserved door opening must be at the collar tie beam positioning on the outside of, punch and " U " be installed or the connection of " L " shape slot type
Section bar, and it is firmly erected just, wallboard is placed between the fluted formula structural column in four directions and " U " or " L " shape slot type connection section bar,
Reserve door opening；Reserved window opening at the bottom positioning of wallboard window on the outside of, lay " H " shape slot type connection section bar, wallboard be placed in four directions
Between fluted formula structural column and " H " shape slot type connection section bar groove, window opening is reserved；Wire casing lays a point vertical and transverse direction, vertically
Wire casing is arranged on the angle of wallboard and structural column, and horizontal wire casing is connected up using the build-in cavities of wallboard, vertical wire casing and transverse direction
Wire casing overlapping must perforate connection；Line box installation place cuts correspondingly sized hole using cutting machine on wallboard, for line box
Installation.
The house foundation collar tie beam, the pre-buried dowel of foundation ring girder palpus, and shaped with stirrup colligation, and unwrapping wire in the above
With positioning.
The fluted formula structural column in four directions, using shaper formwork, the four directions of post is reserved fluted, cast in place reinforced bar and mixed
Solidifying soil；Reserved recess width is slightly wider than wallboard；The planform of post is square column or cylinder；Right angle or fillet are divided in the corner of post.
The prefabricated crossbeam, prefabrication production, both ends reserving rib, surface layer reserve stirrup；The corner of prefabricated crossbeam is straight
Angle or fillet.
The wallboard, is pre-stress hollow prefabricated board, double-layer rib, and cross section is smooth.
The floor, it is " work " pattern pre-stress hollow prefabricated board, is furnished with double steel bar and both ends reserving rib.
The staircase boards, it is board-like precast hollow staircase boards, prefabrication production, step inner chamber is hollow, and both ends are double-deck pre-
Stay muscle.
The slot type connection section bar, metal system " U ", " H ", " L " shape, groove inboard width are slightly wider than wallboard, and " U " shape slot type connects
Direct type material is made using channel-section steel, and multiple eyelets are opened in bottom, is fixed and is used for oncomelania bolt；" H " shape slot type connection section bar uses " work "
Word steel make；" L " shape slot type connection section bar, makes of channel-section steel, and multiple eyelets are opened in bottom, fixes and uses for oncomelania bolt.
The installation of the wire casing and line box, laying point for wire casing is vertical and laterally, and vertical wire casing is arranged on wallboard and post
Angle, horizontal wire casing are connected up using the build-in cavities of wallboard；Line box installation place is cut accordingly greatly with cutting machine on wallboard
Hole, install line box.
Assembling prefabricated components formula house provided by the utility model, suitable for field of house buildings, its prefabricated component and
Connection section bar is prefabricated in advance in factory, structural column, prefabricated crossbeam and prefabricated crossbeam connection, floor and floor connection, floor
It is connected with prefabricated crossbeam, cast-in-situ steel reinforced concrete collar tie beam, it is more firm, globality is stronger；Job site can be according to the reality of client
Border needs independent assortment to be built into the house type building construction different with style；Crane gear is used during installation, is reduced labor intensity,
Construction speed is faster；Assemble prefabricated components formula house convenient transportation, easily assembled, heat-insulated, service life is long, intensity is high and safety can
Lean on.
Brief description of the drawings
The utility model is further illustrated with reference to the accompanying drawings and examples.
Fig. 1 is：The square column plan of the fluted formula structural column in utility model four directions；
Fig. 2 is：The cylindrical plane figure of the fluted formula structural column in utility model four directions；
Fig. 3 is：The placement elevation of utility model wallboard；
Fig. 4 is：Utility model " L " shape slot type connection section bar；
Fig. 5 is：Utility model " U " shape slot type connection section bar；
Fig. 6 is：Utility model " H " shape slot type connection section bar；
Fig. 7 is：Utility model floor and prefabricated crossbeam attachment structure plan (part)；
Fig. 8 is：Utility model staircase boards side view；
Fig. 9 is：Utility model simple circuit wiring method figure；
Figure 10 is：The fluted formula structural column in utility model four directions and prefabricated crossbeam attachment structure plan (part)；
Figure 11 is：Utility model floor front view；
Figure 12 is：Utility model wallboard front view；
Figure 13 is：Utility model prefabricated crossbeam front view；
Figure 14 is：Utility model assembling prefabricated components formula house front view (part)；
Description of reference numerals：1- " H " shape slot type connection section bar；2- " U " shape slot type connection section bar；3- " L " shapes slot type connects
Section bar；4- wallboards；The fluted formula structural column in 5- four directions；6- prefabricated crossbeams；7- floors；
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describe, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole implementation
Example.Based on the embodiment in the utility model, those of ordinary skill in the art are obtained under the premise of creative work is not made
The every other embodiment obtained, belong to the scope of the utility model protection.
The utility model is from unwrapping wire on house foundation collar tie beam and positions the fluted formula structural column in cast-in-place four directions, wallboard cross side
Face is placed in the fluted formula structure intercolumniation in four directions, and prefabricated crossbeam is placed in above wallboard between the fluted formula structural column in four directions, building
Plate is placed on prefabricated crossbeam, between Liang Yuliang, Liang Yuzhu, beam and plate, the overlap joint welding of reserving rib or the connection side of colligation
Method, and cast-in-situ steel reinforced concrete, ensure its structure bonding strength globality；The fluted formula structural column in four directions, prefabricated crossbeam are prominent
For wallboard, in frame-like formula house.
Fig. 1 example shows the square column of the fluted formula structural column in the utility model four directions, and structural column is square shape, and four directions is pre-
Groove is stayed, corner is fillet, and wallboard is slightly wider than in groove；Unwrapping wire, positioning on foundation ring girder, the scene at pre-buried connection reinforcing bar
Assembling reinforcement skeleton, using typified form formwork, the cast-in-place fluted formula reinforcing bars of structural columns concrete in four directions；Cast-in-situ steel reinforced concrete
The house of structural column is more firm, typified form can Reusability, be advantageous to cost savings.
Fig. 2 example shows the cylinder of the fluted formula structural column in the utility model four directions, and structural column is cylinder, and four directions is pre-
Groove is stayed, wallboard is slightly wider than in groove；Unwrapping wire, positioning on foundation ring girder, the scene assembling reinforcement bone at pre-buried connection reinforcing bar
Frame, using typified form formwork, the cast-in-place fluted formula reinforcing bars of structural columns concrete in four directions；The room of monolithic reinforced concrete structure post
Room is more firm, typified form can Reusability, be advantageous to cost savings.
Fig. 3 example shows the placement of the utility model wallboard, and wallboard transverse side is placed between two posts in groove,
Wallboard faying surface must smear plain slurry；The installation of wallboard at reserved door opening, on foundation ring girder at door opening positioning on the outside of, punch and install
" U " shape slot type connection section bar, and allow it firmly to erect just, wallboard is hung and connected in the fluted formula structural column in four directions with " U " shape slot type
Between direct type material, doorway positions are reserved；Door opening both sides wallboard stacks the connection of use " H " shape slot type connection section bar；Both sides at the top of door opening
It is connected with " H " shape slot type connection section bar with crossing door opening wallboard；Prefabricated crossbeam is arranged on above wallboard, the fluted formula structure in four directions
Between post, reserved stirrup is face-up, both ends reserving rib and the fluted formula reinforcing bars of structural columns skeleton racking seizing in four directions, and cast-in-place mixed
Solidifying soil hardening；The fluted formula structural column in four directions, prefabricated crossbeam side protrude from metope, in frame-like formula structure.
Fig. 4 example shows the utility model " L " shape slot type connection section bar, and in " L " shape, groove insied width is slightly wider than wallboard
Thickness, channel-section steel make, and channel-section steel bottom surface is provided with multiple mounting holes, are installed for oncomelania bolt；" L " shape slot type connection section bar, in door, window
" U " shape slot type connection section bar can be replaced to use at hole to be provided, the reserved door opening installed using the connection section bar is more suitable for welding
Process Installation door and window.
Fig. 5 example shows the utility model " U " shape slot type connection section bar, and in " U " shape, groove insied width is slightly wider than wallboard
Thickness, channel-section steel make, and channel-section steel bottom surface is provided with multiple mounting holes；" U " shape slot type connection section bar, may be mounted on foundation ring girder and pacifies
Put wallboard；" U " shape slot type connection section bar can also be mounted vertically on already installed wall, for laying partition plate.
Fig. 6 example shows the utility model " H " shape slot type connection section bar, and in " H " shape, groove insied width is slightly wider than wallboard
Thickness, I-steel make；For stacking connection between the wallboard of reserved wall hole both sides.
Fig. 7 example shows the attachment structure of floor and prefabricated crossbeam in the utility model, and floor, which is taken, is placed on prefabricated horizontal stroke
Liang Shang, floor are " work " pattern pre-stress hollow prefabricated board, are furnished with double steel bar and both ends reserving rib；Prefabricated crossbeam, both ends are pre-
Muscle is stayed, surface layer reserves stirrup；It is in " recessed " groove that the floor put and prefabricated crossbeam surface layer are taken in prefabricated crossbeam both sides；Floor is kept flat with floor
" recessed " groove is showed together；Framework of steel reinforcement and and building are laid in " recessed " groove between floor and prefabricated crossbeam, between floor and floor
Plate reserving rib, prefabricated crossbeam reserve series connection and colligation between stirrup, cast-in-place concrete collar tie beam；Cast-in-place concrete collar tie beam and prefabricated crossbeam
The integral formula aspect collar tie beam of beam conspired to create, ensure the structure bonding strength globality of floor and collar tie beam.
Fig. 8 example shows the utility model staircase boards, is board-like precast hollow gangboard, and prefabrication produces, step
Inner chamber is hollow, both ends bilayer reserving rib.
Fig. 9 example shows the utility model simple circuit wiring method, and vertical wire casing is arranged on wallboard and structural column
Angle, horizontal wire casing using wallboard build-in cavities connect up, vertical wire casing with horizontal wire casing overlapping palpus perforate be connected,
Line box installation place borrows cutting machine and corresponding big hole is cut on wallboard, then installs line box, electric wire.
Figure 10 example shows the fluted formula structural column in the utility model four directions and prefabricated crossbeam attachment structure, prefabricated horizontal stroke
Beam is placed in above wallboard and between corresponding cubic fluted formula structural column, reserves stirrup surface layer upward；Prefabricated crossbeam is pre-
Stay muscle and the fluted formula reinforcing bars of structural columns skeleton racking seizing in four directions, cast-in-place concrete；Cast-in-place concrete can ensure prefabricated horizontal stroke
Beam and the fluted formula structural column bonding strength globality in four directions.
Figure 11 example shows the utility model floor, is " work " pattern pre-stress hollow prefabricated board, is furnished with clad steel
Muscle and both ends reserving rib, prefabrication production；Floor, which is taken, to be placed on floor prefabricated crossbeam.
Figure 12 example shows the utility model wallboard, is pre-stress hollow prefabricated board, double-layer rib, cross section is smooth to put down
It is whole, prefabrication production.
Figure 13 example shows the utility model prefabricated crossbeam, prefabrication production, both ends reserving rib, the reserved hoop of surface layer
Muscle or reserving rib；Prefabricated crossbeam lower floor two corners are fillet, upper strata two corners are corner.
Figure 14 example shows the utility model assembling prefabricated components formula house, and the fluted formula structural column in four directions is built in
On house foundation collar tie beam, wallboard transverse side is placed between the corresponding fluted formula structural column in four directions, and prefabricated crossbeam is placed in wall
On plate and between the corresponding fluted formula structural column in four directions, floor, which is taken, to be placed on prefabricated crossbeam, between floor and floor, floor with it is prefabricated
Between crossbeam, cast-in-situ steel reinforced concrete collar tie beam, " U " or " L " shape slot type connection section bar must be installed at door opening on collar tie beam by reserving, will
Wallboard transverse side is placed in the fluted formula structural column in four directions with " U " or " L " shape slot type connection section bar groove, reserving window opening in wall
" H " shape slot type connection section bar is used on plate at positioning, wallboard is placed in " H " shape slot type connection section bar groove；Floor and floor,
Between floor and prefabricated crossbeam, cast-in-situ steel reinforced concrete collar tie beam forms the dual collar tie beam of aspect with prefabricated crossbeam；The fluted formula knot in four directions
Structure post, prefabricated crossbeam protrude from wallboard, in frame-like formula house；Prefabricated crossbeam protrudes from wallboard, and flowing through wallboard to rainwater oozes
Thoroughly to there is certain inhibition within the walls.
In the prefabricated components design and installation method in above-mentioned assembling prefabricated components formula house, the main component wallboard of structure,
Floor, prefabricated crossbeam, staircase boards, slot type connection section bar can factorial praluction, each component is assembled at the construction field (site)
Construction, collar tie beam are connected with the fluted formula structural column cast-in-place concrete in four directions, building is turned into an entirety, this building structure
Meet cast in place and precast construction design, prefabricated components formula house is assembled for a kind of utility model；Made using this utility model technology
The house gone out, can the scene of reducing build by laying bricks or stones, avoid the generation of building waste, be not required to erecting scaffold, auxiliary material, only need a small amount of mould
Plate, construction material, labour cost are saved, reduce comprehensive cost cost and preserve the ecological environment from felling, make building construction
It is more ecological；Prefabricated components formula house is assembled, there is flexible structure, convenient transportation, quick, structural strength height, environmental protection, peace are installed
Entirely, heat-insulated, sound insulation, it is attractive in appearance, versatile the characteristics of.
Claims (9)
1. assemble prefabricated components formula house, it is characterised in that it includes：House foundation collar tie beam, the fluted formula structural column in four directions, in advance
Crossbeam processed, wallboard, floor, staircase boards, slot type connection section bar, the installation of wire casing and line box；Pre-buried connection on house foundation collar tie beam
Muscle, the fluted formula structural column in four directions are built on house foundation collar tie beam；Wallboard transverse side be placed in corresponding four directions have it is recessed
Between slot type structure post, wallboard faying surface is uniformly wiped with lean concrete grout；Prefabricated crossbeam is in plant produced and reserving rib and stirrup, peace
It is placed between wallboard upper strata and corresponding cubic fluted formula structural column, it is face-up reserves stirrup；Prefabricated crossbeam and prefabricated horizontal stroke
Between beam, the fluted formula structural column of prefabricated crossbeam and four directions, the connection method of overlap joint welding or colligation between reserving rib, and it is cast-in-place
Concrete, ensure its structure bonding strength globality；Floor is the pre-stress hollow prefabricated board of " work " printed words formula, and both ends are reserved
Muscle, floor level, which is taken, to be placed on prefabricated crossbeam；Between floor and floor, between floor both ends and prefabricated crossbeam in indentation pattern and mutually
Connection, the cast-in-situ steel reinforced concrete collar tie beam in groove；The fluted formula structural column in four directions, prefabricated crossbeam side protrude from wallboard,
In frame-like formula house；Staircase boards segmentation is set up, and staircase boards both ends reserving rib, platen muscle of having a rest need colligation to connect, and cast-in-place coagulation
Soil；Reserved door opening must be at the collar tie beam positioning on the outside of, punch and " U " be installed or " L " shape slot type connection section bar, and it is firmly erected
Just, wallboard is placed between the fluted formula structural column in four directions and " U " or " L " shape slot type connection section bar, reserves door opening；Reserved window opening
On the outside of at the bottom positioning of wallboard window, lay " H " shape slot type connection section bar, by wallboard be placed in the fluted formula structural column in four directions with
Between " H " shape slot type connection section bar groove, window opening is reserved；Laying point for wire casing is vertical and laterally, vertical wire casing be arranged on wallboard with
The angle of structural column, horizontal wire casing are connected up using the build-in cavities of wallboard, and vertical wire casing must perforate with horizontal wire casing overlapping
Connection；Line box installation place cuts correspondingly sized hole using cutting machine on wallboard, is installed for line box.
2. assembling prefabricated components formula house according to claim 1, it is characterised in that：The house foundation collar tie beam, basis
The pre-buried dowel of collar tie beam palpus, and shaped with stirrup colligation, and unwrapping wire and positioning in the above.
3. assembling prefabricated components formula house according to claim 1, it is characterised in that：The fluted formula structure in four directions
Post, using shaper formwork, fluted, cast-in-situ steel reinforced concrete is reserved in the four directions of post；Reserved recess width is slightly wider than wallboard；
The planform of post is square column or cylinder；Right angle or fillet are divided in the corner of post.
4. assembling prefabricated components formula house according to claim 1, it is characterised in that：The prefabricated crossbeam, prefabrication
Production, both ends reserving rib, surface layer reserve stirrup；The corner of prefabricated crossbeam is right angle or fillet.
5. assembling prefabricated components formula house according to claim 1, it is characterised in that：The wallboard, it is pre-stress hollow
Prefabricated board, double-layer rib, cross section are smooth.
6. assembling prefabricated components formula house according to claim 1, it is characterised in that：The floor, it is that " work " pattern is pre-
Stress hollow pre-fabricated panels, it is furnished with double steel bar and both ends reserving rib.
7. assembling prefabricated components formula house according to claim 1, it is characterised in that：The staircase boards, it is board-like prefabricated
Hollow staircase boards, prefabrication production, step inner chamber is hollow, both ends bilayer reserving rib.
8. assembling prefabricated components formula house according to claim 1, it is characterised in that：The slot type connection section bar, metal
" U ", " H ", " L " shape are made, groove inboard width is slightly wider than wallboard, and " U " shape slot type connection section bar is made using channel-section steel, and bottom is opened multiple
Eyelet, fix and use for oncomelania bolt；" H " shape slot type connection section bar is made using " work " word steel；" L " shape slot type connection section bar,
Made of channel-section steel, multiple eyelets are opened in bottom, fix and use for oncomelania bolt.
9. the placement of wire casing according to claim 1 and line box, it is characterised in that：The installation of the wire casing and line box, line
Laying point for groove is vertical and laterally, and vertical wire casing is arranged on the angle of wallboard and post, and horizontal wire casing in wallboard using being empty
Chamber connects up；Line box installation place cuts corresponding big hole with cutting machine on wallboard, installs line box.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621217121.2U CN206646634U (en) | 2016-11-11 | 2016-11-11 | Assemble prefabricated components formula house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621217121.2U CN206646634U (en) | 2016-11-11 | 2016-11-11 | Assemble prefabricated components formula house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206646634U true CN206646634U (en) | 2017-11-17 |
Family
ID=60283800
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621217121.2U Expired - Fee Related CN206646634U (en) | 2016-11-11 | 2016-11-11 | Assemble prefabricated components formula house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206646634U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019218235A1 (en) * | 2018-05-16 | 2019-11-21 | 深圳市君盈建筑科技有限公司 | Construction method for house having high-voltage wire separate from main structure |
| CN114215270A (en) * | 2021-12-21 | 2022-03-22 | 浙江恒鸿建设有限公司 | Outward convex line reinforced concrete landscape column and construction method |
-
2016
- 2016-11-11 CN CN201621217121.2U patent/CN206646634U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019218235A1 (en) * | 2018-05-16 | 2019-11-21 | 深圳市君盈建筑科技有限公司 | Construction method for house having high-voltage wire separate from main structure |
| CN110945191A (en) * | 2018-05-16 | 2020-03-31 | 广东博智林机器人有限公司 | Construction method of house with separated strong-current electric wire and main body structure |
| CN114215270A (en) * | 2021-12-21 | 2022-03-22 | 浙江恒鸿建设有限公司 | Outward convex line reinforced concrete landscape column and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100416010C (en) | Joint construction method of prefabricated composite bearing wall structure | |
| CN107780576A (en) | A kind of assembled architecture bottom composite floor and its connected mode | |
| CN206016309U (en) | A kind of overall assembled building system | |
| CN108385904B (en) | Roofing parapet wall and construction method thereof | |
| CN108104284B (en) | Wallboard connecting structure of shear wall steel arm embedded floor slab and assembly method | |
| CN111535488A (en) | Prefabricated steel bar truss of assembled exempts from to tear open building carrier plate and cast-in-place and exempt from to strut truss floor | |
| CN211473051U (en) | Prestressed truss wallboard and wall body manufactured by using same | |
| CN102605902A (en) | Penetrating rib and clamping hook combined steel mesh template and application method | |
| CN108252407A (en) | A kind of building with prefabricated reinforced concrete bearing | |
| CN108071169A (en) | Assemble prefabricated components formula house | |
| CN206646634U (en) | Assemble prefabricated components formula house | |
| CN103774777A (en) | Assembly type skeleton multi-ribbed beam-plate composite structure big plate | |
| CN210002551U (en) | kinds of assembled house frame structure | |
| CN205976215U (en) | Compound box roof beam of assembled concrete | |
| CN113389304A (en) | Assembled double-blade cavity superposed wall system and construction method thereof | |
| EP2402525A1 (en) | Method for erecting a building having a cast-in-place frame and decorative outer finish | |
| CN111851827A (en) | Assembly type prefabricated steel bar truss disassembly-free template system and manufacturing method thereof | |
| CN217517862U (en) | Assembled L shape post and ecological interior wall self-tapping nail cluster connection structure | |
| CN217517861U (en) | Assembled T-shaped column and ecological inner wall self-tapping nail cluster connecting structure | |
| CN112832406B (en) | Sleeving structure of assembled wall body and beam column | |
| CN212957169U (en) | Prefabricated steel bar truss of assembled exempts from to tear open building carrier plate and cast-in-place and exempt from to strut truss floor | |
| CN205444514U (en) | Bearing light insulation intergral template | |
| CN210288825U (en) | Assembled and cast-in-situ combined beam plate structure | |
| CN108252408A (en) | A kind of assembly method of reinforced concrete frame structure system | |
| CN113323262A (en) | 3D printed prefabricated wall module, wall and construction method of wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171117 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |