CN105133755B - A kind of construction method and shear wall structure of reinforcement welding rack composite shear wall - Google Patents
A kind of construction method and shear wall structure of reinforcement welding rack composite shear wall Download PDFInfo
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- CN105133755B CN105133755B CN201510611897.6A CN201510611897A CN105133755B CN 105133755 B CN105133755 B CN 105133755B CN 201510611897 A CN201510611897 A CN 201510611897A CN 105133755 B CN105133755 B CN 105133755B
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 68
- 238000003466 welding Methods 0.000 title claims abstract description 62
- 238000010276 construction Methods 0.000 title claims abstract description 40
- 239000002131 composite material Substances 0.000 title claims abstract description 25
- 238000005034 decoration Methods 0.000 claims abstract description 36
- 238000010792 warming Methods 0.000 claims abstract description 32
- 210000003205 muscle Anatomy 0.000 claims abstract description 23
- 210000001015 abdomen Anatomy 0.000 claims abstract description 22
- 238000000034 method Methods 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 13
- 238000005266 casting Methods 0.000 claims abstract description 7
- 239000000463 material Substances 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 239000000919 ceramic Substances 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 229910052751 metal Inorganic materials 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 2
- 238000009415 formwork Methods 0.000 abstract description 4
- 239000010410 layer Substances 0.000 description 7
- 238000009413 insulation Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
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- Finishing Walls (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
A kind of construction method and shear wall structure of reinforcement welding rack composite shear wall, belong to technical field of buildings, described composite shear wall includes the decoration panel of both sides and the reinforcement welding rack at middle part, reinforcement welding rack includes the bar-mat reinforcement with post reinforcing bar through the abdomen muscle of warming plate and with its two ends colligation, between decoration panel and reinforcement welding rack fixation is attached by socketing part, socket part one end and be fixed with plate, the other end is fixed with drag hook, it is corresponding with plate that decoration panel upper and lower end face is provided with one group of multiple neck, plate and drag hook draw to hang and fixed with decoration panel and reinforcement welding rack respectively, hollow net support structure casting concrete between warming plate and both sides decoration panel, form the stress main body of wall, the present invention uses reverse thinking, first set and load-bearing main body structure is carried out after architectural surface, architectural surface both act as formwork for placing, the work of decoration panel bonding is reduced again, simplify process, improve efficiency of construction.
Description
Technical field
The invention belongs to technical field of buildings, it is related to a kind of composite shear wall, and in particular to a kind of reinforcement welding rack is answered
The construction method and shear wall structure of combination shearing wall.
Background technology
Shear wall, which is also known as in wind-resistant wall or seismic structural wall, earthquake resistant wall, structural wall, house or structures, is primarily subjected to wind load or earthquake work
With caused horizontal loading and the wall of vertical load, can prevent structure shear from destroying, shear wall when being built, it is necessary to
Carry out progress reinforcement bar support dagger colligation successively, wall is poured, support column pours and decorated the processes such as the bonding of panel, wall is poured
Need branch formwork for placing, the bonding of decoration panel, which needs to set up scaffold, carries out operation, build complex procedures, construction period compared with
Long, the construction period of building is also corresponding longer, the allegro development trend of modern society is not suitable with, in addition, existing shearing
Although wall can bear larger load, do not possess good heat-insulating property, if carrying out heat preservation construction outside wall,
The service life of warming plate is because of the half that environmental activity is only wall service life, and the direct casting concrete of composite shear wall is applied
Work not only wastes substantial amounts of template, and the displacement of heat-insulation layer wants special measure to be controlled, and the difficulty of construction is very big, duty cycle
It can lengthen, construction cost also increases therewith.
The content of the invention
Instant invention overcomes the shortcoming that shear wall construction process in the prior art is more, construction is relatively complicated, there is provided one kind
Reinforcement welding rack composite shear wall construction method and shear wall structure, the construction method can simplify working procedure significantly, contracting
Short construction period, saves construction cost, improves efficiency of construction, shear wall not only compact conformation, one that the construction method is built
Property it is good, and heat insulation effect is more stable, and insulation material is not easy to damage.
The present invention particular technique content be：
A kind of construction method of reinforcement welding rack composite shear wall, this method is based on reinforcement welding rack composite shear wall
Structure is constructed, and key point is that this method is that fixed architectural surface is installed on the basis of bar frame structure is formed, finally
The stress main body of casting concrete formation shear wall, is comprised the concrete steps that again：
A, with abdomen muscle pass through the warming plate that is vertically arranged and the steel with post reinforcing bar of its two ends respectively with both sides vertically
The colligation of muscle net forms the hollow reinforcement welding rack structure in both sides；
B, panel and reinforcement welding rack will be decorated by socketing part in the side of reinforcement welding rack structure be connected；
C, the directly progress concreting between decoration panel and warming plate, form reinforcement welding rack composite shear wall
Stress main body.
In described step a, abdomen muscle oblique cutting passes through warming plate.
In described step a, the abdomen muscle diameter in reinforcement welding rack is not less than 2mm, and the spacing of abdomen muscle is not more than
200mm。
In described step b, the material of decoration panel is cement, stone material or ceramics.
In described step b, the material for socketing part is metal or plastics.
In described step b, described sockets the connecting plate that part is respectively arranged with plate and drag hook for two ends, connecting plate one
End is fixedly connected with plate end face, and the other end is fixedly connected with drag hook, and described decoration panel is all provided with upper surface and lower surface
One group of multiple neck being engaged by clamping with plate is equipped with, the upper and lower ends of plate are inserted to two neighbouring decorative covers respectively
In the neck of plate, drag hook is hung with welded steel fabric rack hook and fixed.
In described step b, described reinforcement welding rack both sides are all connected with being fixed with decoration panel, step c, both sides
Decoration panel and reinforcement welding rack in the equal casting concrete of hollow position between warming plate.
In described step c, the thickness of the concrete after pouring be coarse aggregate size in 50mm-150mm, concrete not
More than 15mm.
Described shear wall includes the decoration panel of both sides and the reinforcement welding rack at middle part, and reinforcement welding rack includes one
Group is through the abdomen muscle and the bar-mat reinforcement with post reinforcing bar with the both sides colligation of abdomen muscle respectively of warming plate, decoration panel and reinforcement welding
It is provided between rack and sockets part, is socketed part one end and be connected with decoration panel, the other end is connected with reinforcement welding rack, steel bar welding
Connect vacancy in the warming plate both sides of rack and pour concrete.
The beneficial effects of the invention are as follows：In the construction method of shear wall of the present invention, architectural surface is first connected solid
It is scheduled in reinforcement welding rack both sides, reinforcement welding rack and is provided with warming plate, forms hollow between warming plate and architectural surface
Grid structure, finally carries out the concreting of stress main body, compared to prior art, and the construction method in the present invention is simplified
Process, saves the process for setting up formwork for placing and later stage architectural surface bonding, speed of application is greatly improved, and architectural surface
The firm effect of bonding more preferably, be difficult to fall off with concrete stress main body, the shear wall being made using the construction method is not
Only there is heat insulation function, and heat-insulation layer does not have possibility on fire, and heat-insulation layer is in inside wall, and usage cycles are longer,
It is less prone to damage.
Brief description of the drawings
Fig. 1 is the structural representation of composite shear wall in the present invention.
Fig. 2 is Fig. 1 front view.
In accompanying drawing, 1, decoration panel, 2, warming plate, 3, abdomen muscle, 4, post reinforcing bar, 5, plate, 6, drag hook, 7, connecting plate, 8,
Neck, 9, concrete.
Embodiment
The present invention relates to a kind of construction method and shear wall structure of reinforcement welding rack composite shear wall, described construction
Method is constructed based on reinforcement welding rack composite shear wall structure, and this method is on the basis of bar frame structure is formed
Fixed architectural surface is first installed, finally casting concrete 9 forms the stress main body of shear wall again.
Specific embodiment, reinforcement welding rack needs to use the bar-mat reinforcement with post reinforcing bar 4, abdomen muscle 3 and warming plate 2, abdomen
The diameter of muscle 3 is not less than 2mm, the material that the spacing of abdomen muscle 3 is not more than decoration panel 1 used in 200mm, device surface layer is cement,
Stone material or ceramics, preferably cement material are prefabricated to be formed, and decoration panel 1 sets band on its surface as needed when making
The colorful one pattern, so as to increase the decorative effect of decoration panel 1, comprising the following steps that for construction method is described：
A, with abdomen muscle 3 pass through the warming plate 2 that is vertically arranged and its two ends respectively with the bar-mat reinforcement colligation with post reinforcing bar 4
Formed after the hollow reinforcement welding rack structure in both sides, two groups of neighbouring abdomen muscle 3, the downward oblique cutting warming plate 2 in one group of top
Fixed with another colligation of lateral column reinforcing bar 4, one group of lower section is upward to be inserted through after warming plate 2 fixing with another colligation of lateral column reinforcing bar 4,
Two layers of abdomen muscle 3 intersects and spacing no more than 200mm up and down；
B, panel 1 and reinforcement welding rack will be decorated by socketing part in the side of reinforcement welding rack structure connect solid
Fixed, the material for socketing part is metal or plastics, and preferably iron material, the described part that sockets is respectively arranged with plate for two ends
5 and the connecting plate 7 of drag hook 6, the one end of connecting plate 7 is fixedly connected with the end face of plate 5, and the other end is fixedly connected with drag hook 6, described
Decoration panel 1 is provided with one group of multiple neck 8 being engaged by clamping with plate 5 in upper surface and lower surface, by plate about 5
Two ends are inserted in the neck 8 of two neighbouring decoration panels 1 respectively, and the level of connecting plate 7 is inwardly stretched out, drag hook 6 and reinforcing bar
Weld grid, which is hooked, to be fixed, and the both sides of reinforcement welding rack are fixedly connected with decoration panel 1, both sides decorative cover by socketing part
Plate 1 is respectively formed hollow net support structure with warming plate 2, and plane is carried out using guiding ruler or theodolite when being connected decoration panel 1
The adjustment of flatness；
Concrete 9 is directly carried out in c, two hollow net supports formed between both sides decoration panel 1 and warming plate 2 to pour
Build, form the stress main body of reinforcement welding rack composite shear wall, the thickness of the concrete 9 after pouring is 50mm-150mm, is mixed
Coarse aggregate size in solidifying soil 9 is not less than 15mm, also, after the decoration each layer of panel 1, every two layers or multilayer are connected
Carry out concrete 9 to pour, after preferably every two layers of decoration panel 1 is connected, in the upper end of upper side decorative panel 1 into both sides
Carry out concrete 9 in abortive haul frame to pour, the height of architectural surface can so be kept higher with the most suitable no more than 1500mm
Efficiency of construction, can avoid again decorate the number of plies of panel 1 it is excessive when cause pour material extruding architectural surface 1 occur decorative cover
The situation that plate 1 is damaged or concrete 9 is revealed.
The reinforcement welding rack composite shear wall that the construction method constituted using above-mentioned steps is built, includes the decoration of both sides
Panel 1 and the reinforcement welding rack at middle part, reinforcement welding rack include one group through warming plate 2 abdomen muscle 3 and respectively with abdomen muscle 3
The post reinforcing bar 4 of both sides colligation, is provided between decoration panel 1 and reinforcement welding rack and sockets part, socket part one end and decorative cover
Plate 1 is connected, and the other end is connected with reinforcement welding rack, and vacancy has poured concrete 9 in reinforcement welding rack both sides, the shear wall
Warming plate 2 is arranged in the middle part of wall, outside is that concrete 9 is surrounded, and not only with heat insulation effect, the position of warming plate 2 can
Avoid occurring to contact with burning things which may cause a fire disaster, prevent the possibility that warming plate 2 triggers fire substantially, warming plate 2 will not also expose to the sun and rain, use
Cycle is longer, it is to avoid construction operation and economic loss that periodic replacement is brought.
The construction method being related in the present invention is by reverse thinking, first by architectural surface by socketing hook, the clamping of part
It is connected with reinforcement welding rack, warming plate is provided with reinforcement welding rack, being constituted between warming plate and decoration panel can
With the cavity poured, decoration panel and warming plate play a part of directly carrying out pouring for concrete in template, cavity
Build, the stress main body of shear wall is formed after pouring, the construction method saves erection formwork for placing and later stage laying scaffold enters
The process of luggage finish coat bonding, construction period greatly shortens, and operating efficiency can be greatly improved, and architectural surface with
Concrete bonding in stress main body is more firm, can be regarded as integrative-structure, it is to avoid architectural surface is frequent in the prior art
Situation about falling off.
Claims (9)
1. a kind of construction method of reinforcement welding rack composite shear wall, this method is based on reinforcement welding rack composite shear wall knot
Structure is constructed, it is characterised in that：This method is that fixed architectural surface is installed on the basis of bar frame structure is formed, finally
Casting concrete again（9）The stress main body of shear wall is formed, is comprised the concrete steps that：
A, use abdomen muscle（3）Through the warming plate being vertically arranged（2）And its two ends respectively with both sides vertically carry post reinforcing bar（4）
Bar-mat reinforcement colligation form the hollow reinforcement welding rack structure in both sides；
B, in the side of reinforcement welding rack structure by socketing part it will decorate panel（1）It is connected with reinforcement welding rack；
C, decoration panel（1）With warming plate（2）Between directly carry out concrete（9）Pour, form reinforcement welding rack and be combined
The stress main body of shear wall.
2. a kind of construction method of reinforcement welding rack composite shear wall according to claim 1, it is characterised in that：It is described
Step a in, abdomen muscle（3）Oblique cutting passes through warming plate（2）.
3. a kind of construction method of reinforcement welding rack composite shear wall according to claim 1, it is characterised in that：It is described
Step a in, the abdomen muscle in reinforcement welding rack（3）Diameter is not less than 2mm, abdomen muscle（3）Spacing be not more than 200mm.
4. a kind of construction method of reinforcement welding rack composite shear wall according to claim 1, it is characterised in that：It is described
Step b in, decorate panel（1）Material be cement, stone material or ceramics.
5. a kind of construction method of reinforcement welding rack composite shear wall according to claim 1, it is characterised in that：It is described
Step b in, socket part material be metal or plastics.
6. a kind of construction method of reinforcement welding rack composite shear wall according to claim 1, it is characterised in that：It is described
Step b in, the described part that sockets is respectively arranged with plate for two ends（5）And drag hook（6）Connecting plate（7）, connecting plate（7）One
End and plate（5）End face is fixedly connected, the other end and drag hook（6）It is fixedly connected, described decoration panel（1）In upper surface with
End face is provided with one group of multiple and plate（5）The neck of clamping engagement（8）, by plate（5）Upper and lower ends insert respectively
Under adjacent two decorations panels（1）Neck（8）In, drag hook（6）Hang and fix with welded steel fabric rack hook.
7. a kind of construction method of reinforcement welding rack composite shear wall according to claim 1, it is characterised in that：It is described
Step b in, described reinforcement welding rack both sides are all connected with being fixed with decoration panel（1）, in step c, the decorative cover of both sides
Plate（1）With warming plate in reinforcement welding rack（2）Between the equal casting concrete of hollow position（9）.
8. a kind of construction method of reinforcement welding rack composite shear wall according to claim 1, it is characterised in that：It is described
Step c in, the concrete after pouring（9）Thickness be 50mm-150mm, concrete（9）In coarse aggregate size be not more than
15mm。
9. the reinforcement welding rack composite shear wall built using construction method in claim 1, it is characterised in that：Described cuts
Power wall includes the decoration panel of both sides（1）And the reinforcement welding rack at middle part, reinforcement welding rack include one group pass through warming plate
（2）Abdomen muscle（3）And respectively with abdomen muscle（3）Both sides colligation carry post reinforcing bar（4）Bar-mat reinforcement, decorate panel（1）With reinforcing bar
It is provided between weld grid and sockets part, sockets part one end and decoration panel（1）Connection, the other end connects with reinforcement welding rack
Connect, the warming plate of reinforcement welding rack（2）Vacancy has poured concrete in both sides（9）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201510611897.6A CN105133755B (en) | 2015-09-23 | 2015-09-23 | A kind of construction method and shear wall structure of reinforcement welding rack composite shear wall |
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| CN201510611897.6A CN105133755B (en) | 2015-09-23 | 2015-09-23 | A kind of construction method and shear wall structure of reinforcement welding rack composite shear wall |
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| CN105133755A CN105133755A (en) | 2015-12-09 |
| CN105133755B true CN105133755B (en) | 2017-08-25 |
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| CN105484392A (en) * | 2016-01-13 | 2016-04-13 | 上海欧本钢结构有限公司 | Exterior wall cladding system integrating insulating layer, decorative layer and formwork and construction method thereof |
| CN107100360A (en) * | 2017-06-21 | 2017-08-29 | 山东新活新材料科技有限公司 | Heat-preserving wall is with aluminum dipping form board connecting structure and utilizes its insulation wall construction method |
| CN107143055B (en) * | 2017-07-13 | 2022-08-19 | 鞠明发 | Lattice type concrete bearing, heat preservation and decoration integrated wall and manufacturing method thereof |
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| CN109322421A (en) * | 2018-10-10 | 2019-02-12 | 中清大科技股份有限公司 | The multi-storey steel structure of the double-deck load-bearing concrete shear wall including built-in sandwiched heat insulation board is built and its method of construction |
| CN109281414A (en) * | 2018-11-06 | 2019-01-29 | 济南捷源新材料有限公司 | A kind of novel anchoring piece, cast-in-situ wall and construction technology containing steel wire frame plate |
| CN110219386B (en) * | 2019-06-17 | 2024-02-02 | 中鼎(河南)建筑研究院有限公司 | Non-welding assembled grid plate |
| CN113882668B (en) * | 2021-10-30 | 2023-04-07 | 中国十七冶集团有限公司 | Advanced construction method for concrete wall stone facing |
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Effective date of registration: 20240428 Address after: 067000 Shop 304, Section 4-5, Juntai Wealth Plaza, Shuangtashan Town, Shuangluan District, Chengde City, Hebei Province Patentee after: Hebei Qirong Technology Co.,Ltd. Country or region after: China Address before: Room 1305, Building D, Meidong International, Guang'an Street, Shijiazhuang City, Hebei Province, 050011 Patentee before: Zhang Jingting Country or region before: China |