CN110065145A - It is a kind of for concrete prefabricated adaptive outer modular system - Google Patents
It is a kind of for concrete prefabricated adaptive outer modular system Download PDFInfo
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- CN110065145A CN110065145A CN201910472325.2A CN201910472325A CN110065145A CN 110065145 A CN110065145 A CN 110065145A CN 201910472325 A CN201910472325 A CN 201910472325A CN 110065145 A CN110065145 A CN 110065145A
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- truss
- side form
- form truss
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- modular system
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- 230000003044 adaptive effect Effects 0.000 title claims abstract description 16
- 238000010276 construction Methods 0.000 claims abstract description 16
- 239000011230 binding agent Substances 0.000 claims description 31
- 238000000465 moulding Methods 0.000 claims description 16
- 238000004873 anchoring Methods 0.000 claims description 5
- 230000001737 promoting effect Effects 0.000 abstract description 5
- 238000005266 casting Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 230000008569 process Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000001360 synchronised effect Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000005641 tunneling Effects 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
- B28B23/024—Supporting means
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
- B28B7/0055—Mould pallets; Mould panels
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to concrete prefabricated constructing structure technical fields, in particular to a kind of for concrete prefabricated adaptive outer modular system.It including top layer truss and the walking dolly that can be slid along longitudinal direction, further include, side form truss that side form truss lower end can transversely slide is connected to walking dolly；Angle mould truss, angle mould truss lower end are rotatably articulated and connected on side form truss；Side form, side form are fixed on the inside of side form truss；Angle mould, angle mould are fixed on the inside of angle mould truss；The transverse ends of top layer truss can be connected to horizontal sliding the side form truss top of two sides respectively；Side form truss upper and lower ends are provided with the driving structure for driving side form truss transverse shifting.External mold system structure of the invention is simple, easy to operate, reduces the workload of disassembly construction, it improves work efficiency, it solves the problems, such as to need that external mold is fixed using pull rod that weak spot can be generated, improves the integrality of pouring structure, there is great promotional value.
Description
Technical field
The present invention relates to concrete prefabricated constructing structure technical field, in particular to a kind of for concrete prefabricated adaptive
Answer outer modular system.
Background technique
It constructs, has based on the conventional cooperation falsework using big face punching block of large-sized concrete prefabricated components construction
When body is implemented, needs to put into ultra-large type mechanical equipment, qualified installation person and a large amount of construction steel etc., not only involve great expense, and
And effect is very low, live construction environment is poor；Large area punching block in-site installation and when switching is needed by lifting equipment and a large amount of
Construction personnel carry out constantly peace and tear profession open, effect is lower, and practicability is not also strong, and working security is also very poor.
In order to solve the above-mentioned technical problem, having Patent No. " CN208343136U " entitled, " a kind of voluntarily tunneling boring is pre-
The Chinese utility model patent of immersed tube template processed " provides a kind of formwork structure, and the exterior sheathing structure in the structure is actually
One group of gantry frame structure, lateral support truss lower end are slidably connected on sliding rail, are equipped with transverse direction on top braces truss
Oil cylinder is for adjusting the upper Angle formwork in outside, and for side template by fixing to pull rod and inner side template trolley, outside fixation passes through ground
The anchor structure in face is realized, although this formwork structure can reduce the project amount of outer template disassembly, due to outside
Template needs that weak spot can be generated on immersed tube side wall in casting process by the way that pull rod and inner side template is fixed, this
In immersed tube use process, the safety accidents such as weak spot leak, infiltration are likely to result in, are unfavorable for promoting the use of on a large scale.Separately
The outside plank of the outer structure either molds or demoulding is all relatively difficult, needs to put into a large amount of manpower and material resources, serious shadow
Ring the efficiency that immersed tube pours.
Summary of the invention
The purpose of the present invention is to solve the deficiency of the above background technology, provides a kind of for concrete prefabricated adaptive
Answer outer modular system.
The technical solution of the present invention is as follows: it is a kind of for concrete prefabricated adaptive outer modular system, including top layer truss with
And the walking dolly that can be slid along longitudinal direction, it is characterised in that: further include side form truss, side form truss lower end can be transversely
Sliding is connected to walking dolly；
Angle mould truss, angle mould truss lower end are rotatably articulated and connected on side form truss；
Side form, the side form are fixed on the inside of side form truss；
Angle mould, the angle mould are fixed on the inside of angle mould truss；
The transverse ends of the top layer truss can be connected to horizontal sliding the side form truss top of two sides respectively；The side
Mould truss upper and lower ends are provided with the driving structure for driving side form truss transverse shifting.
The further driving structure includes upper driving structure；The upper driving structure includes being fixed on side form truss top
The upper traversing platform at end, the trolley frame fixed with top layer truss；The trolley frame can be connected to horizontal sliding by idler wheel
Traversing platform；The upper traversing oil cylinder to drive trolley frame transverse shifting is provided between the upper traversing platform and trolley frame.
It is provided between the further traversing platform and trolley frame and adjusts in side form truss in place afterwards to upper traversing
Platform and trolley frame carry out the locking structure of horizontal and vertical limit.
The further locking structure includes longitudinally-locked bar and lateral locking rod；The longitudinally-locked bar is along longitudinal direction
It is arranged in traversing platform and trolley frame is used for the rod-like structure of cross spacing；The transverse direction locking rod is transversely to be arranged in
Traversing platform and trolley frame are used for the rod-like structure of longitudinal spacing.
The further driving structure includes lower driving structure；The lower driving structure includes being connected under side form truss
Traversing platform, the travelling platform fixed with walking dolly under end；Traversing platform is transversely slippingly connected to walking under described
Platform, under be provided between traversing platform and travelling platform for traversing oil cylinder under traversing platform transverse shifting under driving.
The support that side form truss lateral load is undertaken after side form molding is provided on the outside of the further side form truss
Structure.
The further support construction includes bearing base and counter-force pier；The counter-force pier is outside build and side form truss
Bulge-structure on the ground of side；The bearing base include be fixed on side form truss lower end load truss and more along longitudinal direction
Support rod of the arranged for interval on the outside of load truss；Described support rod one end is rotatably articulated and connected on the outside of load truss,
The other end is transversely supported in counter-force pier inner side end in molding, is supported in ground along the vertical direction in demoulding.
The further support construction includes anchoring the first embedded part support on the ground, is supported in the first embedded part support
The support leg binder being vertically in tilted layout between side form truss；Support leg binder upper end is rotatably articulated and connected in side
Mould truss, lower end are supported on the first embedded part support in molding；It is provided on the side form truss in demoulding for along perpendicular
To the binder overturning oil cylinder for promoting support leg binder.
It further include further the second embedded part support and wind-resistant pull rod；The second embedded part support is to be anchored at side form truss
Pre-buried structure on the ground of lower section；On the second embedded part support, upper end extends the wind-resistant pull rod anchoring lower ends along the vertical direction
And it is anchored on side form truss.
Further top layer truss longitudinal direction both ends are provided with the sliding rail being arranged along the horizontal；It is installed on the sliding rail useful
In the electric block of lifting end mould.
Advantages of the present invention has: 1, driving structure is arranged by the upper and lower ends in side form truss, driving structure is to side form
Truss applies horizontal force, solve existing formwork structure need by side form truss is fixed in pull rod can exist it is thin
The problem of weakness, the structural intergrity that immersed tube pours is improved, the immersed tunnel structure poured is more stable；
2, side form truss transverse shifting is driven by upper traversing oil cylinder, lateral active force can be provided for side form truss, solved
Existing driving structure of having determined only side form truss lower end be arranged driving structure caused by upper end force unbalance the problem of, and
Using top layer truss and the side form truss of the other side as counterforce structure, driving method is simpler, efficient；
3, traversing oil cylinder drives side form truss transverse shifting under, i.e. it is horizontal can to synchronize progress for the upper and lower ends of side form truss
To driving, it ensure that side form truss is lateral stressed more uniform, immersed tube pours more accurate, improves construction efficiency；
4, it by the way that support construction is arranged in the outside of side form truss, is generated in casting process for undertaking side form truss
Lateral load is improved the stability of side form truss casting process, avoids the side form deviation due to not occurred using pull rod；
5, by the composite structure of support leg binder and the first embedded part support, lateral support can be provided for side form truss and made
Firmly, and the structure of support leg binder is simple, easy to operate；
6, by the composite structure of the second embedded part support and wind-resistant pull rod, side form truss can be consolidated, is avoided
Side form truss receives the On The Floating generated in windage or casting process, makes to pour that use process is more stable, safety；
7, it by the way that sliding rail and electric block are arranged on top layer truss, convenient for end mould installation, and is also set up on top layer truss
There is multiple groups electric block for positioning to the steel reinforcement cage in immersed tube.
External mold system structure of the invention is simple, easy to operate, reduces the workload of disassembly construction, improves work effect
Rate is solved the problems, such as to need that external mold is fixed using pull rod that weak spot can be generated, improves the integrality of pouring structure,
With great promotional value.
Detailed description of the invention
Fig. 1: main view when outer modular system molds；
Fig. 2: main view when outer modular system side demoulds；
Fig. 3: the side view of outer modular system；
Fig. 4: support leg binder and binder overturning oil cylinder attachment structure schematic diagram；
Fig. 5: the top view of bearing base；
Fig. 6: the side view of bearing base；
Fig. 7: the side view of upper driving structure；
Fig. 8: the top view of upper driving structure；
Fig. 9: the side view of lower driving structure；
Figure 10: lower driving structure and walking dolly attachment structure schematic diagram；
Figure 11: angle mould truss structure schematic diagram；
Figure 12: top layer truss top view；
Figure 13: top layer truss side view；
Figure 14: support construction scheme of installation；
Wherein: 1-top layer truss；1.1-sliding rails；1.2-electric blocks；
2-walking dollies；2.1-active wheels；2.2-driven wheel groups；2.3-tracks；
3-side form truss；3.1-upper traversing platforms；3.2-trolley frames；3.3-idler wheels；3.4-upper traversing oil cylinders；
3.5-longitudinally-locked bars；3.6-lateral locking rods；Traversing platform under 3.7-；3.8-travelling platforms；Traversing oil under 3.9-
Cylinder；3.10-leveling cyclinder；
4-angle mould truss；4.1-angle mould overturning oil cylinders；4.2-angle mould struts；
5-side forms；6-angle moulds；
7-bearing bases；7.1-load trusses；7.2-support rods；
8-counter-force piers；9-the first embedded part support；10-support leg binders；11-binder overturning oil cylinders；12-the second embedded part
Support；13-wind-resistant pull rods.
Specific embodiment
The following further describes the present invention in detail with reference to the accompanying drawings and specific embodiments.
The external mold of the present embodiment includes side form 5 and angle mould 6, and wherein side form 5 is fixed on the inner side end of side form truss 3, angle
Mould 6 is fixed on the inner side end of angle mould truss 4.As shown in Fig. 1,2 and 14, the side form truss 3 of the present embodiment is for fixing side form
5, side form 5 can be adjusted in three directions, as shown in Fig. 1,2 and 14,3 lower end of the present embodiment side form truss is connected to walking
Trolley 2.
As shown in Figure 10, the walking dolly 2 of the present embodiment includes active wheels 2.1 and driven wheel group 2.2, active wheels
2.1 and driven wheel group 2.2 be slidably connected to and be laid on track 2.3 on the ground, track 2.3 is i-beam structure, passes through master
Driving wheel group 2.1 drives, and walking dolly 2 is moved along track 2.3.Side form truss 3 is connected to walking dolly 2, passes through walking dolly 2
It is vertically moved.
The upper and lower ends of the present embodiment side form truss 3 are provided with the driving structure of driving 3 transverse shifting of side form truss, such as scheme
Shown in 7~8, driving structure includes upper driving structure, and upper driving structure includes the upper traversing platform for being fixed on 3 top of side form truss
3.1, the trolley frame 3.2 fixed with top layer truss 1, trolley frame 3.2 (are provided with by idler wheel 3.3 on the idler wheel 3.3 of the present embodiment
Position limiting structure avoids idler wheel 3.3 from deviating from upper traversing platform 3.1 by position limiting structure) can be connected to horizontal sliding it is upper traversing flat
Platform 3.1 is provided with the upper traversing oil cylinder to drive 3.2 transverse shifting of trolley frame between upper traversing platform 3.1 and trolley frame 3.2
3.4.Upper traversing oil cylinder 3.4 drives entire side form truss 3 along horizontal transverse movement, and counterforce structure is indeed through top layer purlin
The side form truss 3 of frame 1 and the other side is completed.
The present embodiment after the completion of lateral adjustments, is needed to upper traversing platform 3.1 and trolley frame 3.2 in upper driving structure
It is limited, is avoided in casting process, the two generates sliding.As shown in figure 8, locking structure includes longitudinally-locked 3.5 He of bar
Lateral locking rod 3.6, longitudinally-locked bar 3.5 are to be arranged in traversing platform 3.1 and trolley frame 3.2 along longitudinal direction for cross spacing
Rod-like structure, lateral locking rod 3.6 is transversely to be arranged in traversing platform 3.1 and trolley frame 3.2 for longitudinal spacing
Rod-like structure.Longitudinally-locked bar 3.5 and lateral locking rod 3.6 are used cooperatively by bolt, reach the work of vertical and horizontal limit
With.
The driving structure of the present embodiment further includes lower driving structure, as shown in figure 9, lower driving structure includes being connected to side form
Traversing platform 3.7 under 3 lower end of truss, the travelling platform 3.8 fixed with walking dolly 2, under traversing platform 3.7 transversely slide
Ground is connected to travelling platform 3.8, under be provided between traversing platform 3.7 and travelling platform 3.8 for drive under traversing platform 3.7
Traversing oil cylinder 3.9 under transverse shifting.Under traversing oil cylinder 3.9 act synergistically with upper traversing oil cylinder 3.4, driving side form truss 3 is horizontal
To movement, the problem of the upper and lower ends of side form truss 3 are respectively provided with drive cylinder, drive simultaneously, can be avoided force unbalance
Occur.
The present embodiment is in order to realize the vertical adjustment of side form truss 3, as shown in figure 9, the present embodiment traversing platform 3.7 under
Upper end be provided with multiple groups leveling cyclinder 3.10,3.10 lower end of leveling cyclinder is fixed on down on traversing platform 3.7, and upper end is fixed
On the bearing base 7 of 3 lower end of side form truss.By leveling cyclinder 3.10 may be implemented to the vertical adjustment of side form truss 3 with
And leveling.
Side form truss 3 can bear lateral load in casting process, and for this fractional load, the present embodiment is in side form purlin
The support construction that 3 lateral load of side form truss is undertaken after the molding of side form 5 is provided on the outside of frame 3.As shown in figure 14, support construction
Including bearing base 7 and counter-force pier 8, counter-force pier 8 is build and the bulge-structure on 3 outside ground of side form truss, such as Fig. 5~6
Shown, bearing base 7 includes that the load truss 7.1 for being fixed on 3 lower end of side form truss and more longitudinally spaced are arranged in are held
The support rod 7.2 in 7.1 outside of truss is carried, 7.2 one end of support rod is rotatably articulated and connected in 7.1 outside of load truss, another
End is transversely supported in 8 inner side end of counter-force pier in molding, is supported in ground along the vertical direction in demoulding.
Bearing base 7 can effectively eliminate the lateral load for 3 lower end position of side form truss, in order to eliminate side form truss
The lateral load at 3 intermediate positions, the support construction of the present embodiment further include anchoring the first embedded part support 9 on the ground, support
The support leg binder 10 being vertically in tilted layout between the first embedded part support 9 and side form truss 3, as shown in figs. 4 and 14, support leg
10 upper end of binder is rotatably articulated and connected when side form truss 3, lower end are in molding and is supported on the first embedded part support 9, side form
It is provided on truss 3 in demoulding for vertically promoting the (outside of side form truss 3 of binder overturning oil cylinder 11 of support leg binder 10
It is provided with the lateral structure being laterally extended along horizontal height, the upper end of binder overturning oil cylinder 11 is connected to lateral structure, lower end connection
In on support leg binder 10).
When molding, the lower end of support leg binder 10 is supported on the first embedded part support 9, driving binder overturning oil cylinder 11 makes it
Carrying out vertical supporting to support leg binder 10 avoids support leg binder 10 from overturning, and guarantees that the lateral load of side form truss 3 passes through support leg system
Beam 10 is transmitted on the first embedded part support 9.When demoulding, binder overturning oil cylinder 11 is driven, turns support leg binder 10 around coercive mechanism
It is dynamic, release support of the support leg binder 10 to side form truss 3.
In actual use, in order to eliminate windage and solve On The Floating, the present embodiment is under side form truss 3
It is provided with the second embedded part support 12 on square ground, wind-resistant pull rod 13,13 lower end of wind-resistant pull rod are installed on the second embedded part support 12
It is anchored on the second embedded part support 12, upper end extends along the vertical direction and is anchored on side form truss 3.Pass through wind-resistant pull rod 13
It can will be applied to the buoyancy of side form truss 3 straight up to be transmitted on the second embedded part support 12, wind-resistant pull rod 13 can also mention
The stability of high entire side form truss 3, avoids the occurrence of the problem of toppling.
It is 4 structural schematic diagram of angle mould truss of the present embodiment, 4 lower end of angle mould truss is rotatably as shown in Fig. 1,2 and 11
Be articulated and connected on side form truss 3, be provided between angle mould truss 4 and side form truss 3 driving angle mould truss 4 around coercive mechanism rotate
Angle mould overturning oil cylinder 4.1, angle mould overturning oil cylinder 4.1 drive angle mould truss 4 overturning realize angle mould 6 demoulding either mold,
When the die is closed, in order to increase the stability of angle mould truss 4, the present embodiment is provided with angle between angle mould truss 4 and side form truss 3
Mould strut 4.2.It needs to be supported fixation to angle mould truss 4 by angle mould strut 4.2 after molding, when demoulding, need angle mould
Strut 4.2 is removed.
The top layer truss 1 of the present embodiment is for holding mould lifting and reinforcing bar leveling, as shown in Fig. 1~3 and 12~13, top layer
Truss 1 is provided with hanger at longitudinal both ends, and the sliding rail 1.1 along horizontal cross arrangement is provided on hanger, is connected on sliding rail 1.1
There is electric block 1.2,1.2 lifting end mould of electric block moves the lifting for realizing opposite end mould along sliding rail 1.1.In addition the present embodiment
Multiple groups electric block is provided on top layer truss 1, electric block can realize that the leveling to immersed tube reinforcing bar is handled.
In use, driving leveling cyclinder 3.10 vertically adjusts side form truss 3 after the longitudinal movement in place of side form truss 3
Position and leveling processing, the upper traversing oil cylinder 3.4 of synchronous driving 3 top and bottom of side form truss and under traversing oil cylinder 3.9, after the completion
Limit locking is carried out to top layer truss 1 and side form truss 3.The side form truss 3 of driving side causes along horizontal transverse movement, completes
The side form 5 of side molds, and driving angle mould overturning oil cylinder 4.1 realizes the molding of angle mould 6, between angle mould truss 4 and side form truss 3
Angle mould strut 4.2 is installed, the external mold molding of side is completed.Then driving binder overturning oil cylinder 11 makes support leg binder 10 be supported on the
On one embedded part support 9, adjusting support rod 7.2 is supported on it on counter-force pier 8, anchors wind-resistant pull rod 13, completes the side of external mold
Molding.Then the external mold molding of the other side is carried out according to the above process.
Casting concrete carries out demoulding processing after concrete reaches design requirement.Driving binder overturning oil cylinder 11 makes to support
Leg binder 10 is detached from the first embedded part support 9, and adjusting support rod 7.2 makes its support on the ground, removes wind-resistant pull rod 13 and angle mould
Strut 4.2, driving angle mould overturning oil cylinder 4.1 complete the demoulding to angle mould 6.Traversing oil cylinder 3.1 traversing oil cylinder under in driving
3.9, make side form truss 3 along horizontal transverse movement, completes the demoulding of side form 5, as shown in Figure 2.Likewise, completing the external mold of side
After demoulding, the outer moulding/demoulding of the other side is completed according to the above process.
After the demoulding of two sides is fully completed, by the side form truss 3 of the synchronous driving two sides of active wheels 2.1 together along rail
Road 2.3 is moved to next pouring construction station, then successively carries out according to the above process, until all segments complete to pour to apply
Work.
The present embodiment can carry out the lifting of end mould and the leveling of reinforcing bar in casting process by top layer truss 1.
In addition, in order to improve the uniformity of work compound, the present embodiment is equipped with hydraulic and intelligence control on side form truss 3
System processed and operation platform.
As shown in Figure 1, the longitudinal direction of the present embodiment refers to the up and down direction of drawing, laterally refer to the direction of vertical drawing, vertically refers to
The left and right directions of drawing.
The basic principles, main features and advantages of the present invention have been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this
The principle of invention, various changes and improvements may be made to the invention without departing from the spirit and scope of the present invention, these changes
Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and its
Equivalent defines.
Claims (10)
1. it is a kind of for concrete prefabricated adaptive outer modular system, including row top layer truss (1) and can slid along longitudinal direction
Walk trolley (2), it is characterised in that: further include,
Side form truss (3), what side form truss (3) lower end can transversely slide is connected to walking dolly (2)；
Angle mould truss (4), angle mould truss (4) lower end are rotatably articulated and connected on side form truss (3)；
Side form (5), the side form (5) are fixed on the inside of side form truss (3)；
Angle mould (6), the angle mould (6) are fixed on the inside of angle mould truss (4)；
The transverse ends of the top layer truss (1) can be connected to horizontal sliding side form truss (3) top of two sides respectively；It is described
Side form truss (3) upper and lower ends are provided with the driving structure for driving side form truss (3) transverse shifting.
2. as described in claim 1 a kind of for concrete prefabricated adaptive outer modular system, it is characterised in that: the driving
Structure includes upper driving structure；The upper driving structure include be fixed on side form truss (3) top upper traversing platform (3.1),
The fixed trolley frame (3.2) with top layer truss (1)；The trolley frame (3.2) can be connected to horizontal sliding by idler wheel (3.3)
Upper traversing platform (3.1)；It is provided between the upper traversing platform (3.1) and trolley frame (3.2) to drive trolley frame (3.2)
The upper traversing oil cylinder (3.4) of transverse shifting.
3. as claimed in claim 2 a kind of for concrete prefabricated adaptive outer modular system, it is characterised in that: the upper cross
Move between platform (3.1) and trolley frame (3.2) be provided with side form truss (3) adjusting in place afterwards to upper traversing platform (3.1) and
Trolley frame (3.2) carries out the locking structure of horizontal and vertical limit.
4. as claimed in claim 3 a kind of for concrete prefabricated adaptive outer modular system, it is characterised in that: the locking
Structure includes longitudinally-locked bar (3.5) and lateral locking rod (3.6)；The longitudinally-locked bar (3.5) is to be arranged in along longitudinal direction
Traversing platform (3.1) and trolley frame (3.2) are used for the rod-like structure of cross spacing；The transverse direction locking rod (3.6) is transversely
It is arranged in traversing platform (3.1) and trolley frame (3.2) is used for the rod-like structure of longitudinal spacing.
5. as described in claim 1 a kind of for concrete prefabricated adaptive outer modular system, it is characterised in that: the driving
Structure includes lower driving structure；The lower driving structure include be connected to traversing platform (3.7) under side form truss (3) lower end,
The fixed travelling platform (3.8) with walking dolly (2)；It is flat to be transversely slippingly connected to walking for traversing platform (3.7) under described
Platform (3.8), under be provided between traversing platform (3.7) and travelling platform (3.8) and laterally moved for traversing platform (3.7) under driving
Traversing oil cylinder (3.9) under dynamic.
6. as described in claim 1 a kind of for concrete prefabricated adaptive outer modular system, it is characterised in that: the side form
The support construction that side form truss (3) lateral load is undertaken after side form (5) molding is provided on the outside of truss (3).
7. as claimed in claim 6 a kind of for concrete prefabricated adaptive outer modular system, it is characterised in that: the support
Structure includes bearing base (7) and counter-force pier (8)；The counter-force pier (8) be build with side form truss (3) outside ground on it is convex
Play structure；The bearing base (7) include be fixed on side form truss (3) lower end load truss (7.1) and more along longitudinal direction
Support rod (7.2) of the arranged for interval on the outside of load truss (7.1)；Described support rod (7.2) one end is rotatably articulated and connected
On the outside of the load truss (7.1), the other end is transversely supported in counter-force pier (8) inner side end in molding, in demoulding along perpendicular
Histogram is to being supported in ground.
8. as claimed in claim 6 a kind of for concrete prefabricated adaptive outer modular system, it is characterised in that: the support
Structure includes anchoring the first embedded part support (9) on the ground, is supported between the first embedded part support (9) and side form truss (3)
The support leg binder (10) being vertically in tilted layout；Support leg binder (10) upper end is rotatably articulated and connected in side form truss
(3), lower end is supported on the first embedded part support (9) in molding；It is provided on the side form truss (3) in demoulding for edge
The binder overturning oil cylinder (11) of vertical lifting support leg binder (10).
9. as described in claim 1 a kind of for concrete prefabricated adaptive outer modular system, it is characterised in that: further include the
Two embedded part supports (12) and wind-resistant pull rod (13)；The second embedded part support (12) is to be anchored at ground below side form truss (3)
On pre-buried structure；On the second embedded part support (12), upper end extends wind-resistant pull rod (13) anchoring lower ends along the vertical direction
And it is anchored on side form truss (3).
10. as described in claim 1 a kind of for concrete prefabricated adaptive outer modular system, it is characterised in that: the top
The longitudinal both ends of layer truss (1) are provided with the sliding rail (1.1) being arranged along the horizontal；It is equipped on the sliding rail (1.1) for lifting end
The electric block (1.2) of mould.
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| CN201910472325.2A CN110065145B (en) | 2019-05-31 | 2019-05-31 | Self-adaptive external mold system for concrete prefabrication |
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