CN206752754U - A kind of compound shear wall being made up of H profile steel and T-steel - Google Patents
A kind of compound shear wall being made up of H profile steel and T-steel Download PDFInfo
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- CN206752754U CN206752754U CN201720489034.0U CN201720489034U CN206752754U CN 206752754 U CN206752754 U CN 206752754U CN 201720489034 U CN201720489034 U CN 201720489034U CN 206752754 U CN206752754 U CN 206752754U
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- shear wall
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 124
- 239000010959 steel Substances 0.000 title claims abstract description 124
- 150000001875 compounds Chemical class 0.000 title claims abstract description 17
- 239000004567 concrete Substances 0.000 claims abstract description 33
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 12
- 238000005266 casting Methods 0.000 claims abstract description 6
- 239000011376 self-consolidating concrete Substances 0.000 claims description 3
- 238000005187 foaming Methods 0.000 claims description 2
- 238000010923 batch production Methods 0.000 abstract description 5
- 238000011065 in-situ storage Methods 0.000 abstract description 4
- 239000003063 flame retardant Substances 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 9
- 239000000463 material Substances 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 230000002421 anti-septic effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011381 foam concrete Substances 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
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Abstract
A kind of compound shear wall being made up of H profile steel and T-steel is the utility model is related to, it includes a H profile steel, some T-steels, some pegs, some reinforcing bars and concrete；Wherein, H profile steel is wall one end, the web of all T-steels and the edge of a wing plate weld of front side shaped steel, and peg is welded with the web of H profile steel and T-steel, the flange plate of H profile steel and T-steel is integral by bar connecting, casting concrete in the flange plate space of H profile steel and T-steel.The utility model has intense industrialization, modularization, quality controllable, the investment payback time is short, completely can be with batch production without cast in situs, while solves the problems, such as fire retardant anticorrosion.
Description
【Technical field】
It the utility model is related to a kind of steel plate shear force wall, and in particular to a kind of combined shear being made up of H profile steel and T-steel
Wall, belong to construction engineering technical field.
【Background technology】
Traditional concrete structure construction scene is high to artificial degree of dependence, and in constructing timber using more, waste water,
Airborne dust etc. is seriously polluted, and energy resource utilization ratio is low, but the shear wall structure system in concrete structure, preferably anti-providing
While the rigidity of side, architectural composition is flexible.Particularly in residential structure, shear wall is relatively thin, can have with building segmenting wall body
Benefit combines, there is provided the comfortable interior space.
Steel construction as a kind of building system of industrialization, meet standardized designs, batch production making, prefabricated construction,
The building industrialization standard requirement of information system management.At present, multi and tall steel building residential housing is frequently with steel core concrete column, room
Inside have steel column salient angle so that furnishings and room arrangement by a definite limitation, so as to destroy the globality of the interior space and
Applicability.How concrete shear force wall to be combined with the advantage of steel construction is that asking for solution is badly in need of in current architecture configuration field
Topic.
Existing shear wall, typically all by the way of cast in situs, i.e. part shaping prefabricated in the factory a, part arrives
Site operation pours, so still can have the problem of construction labor intensity is big and field operation efficiency is low.Existing shearing simultaneously
Many steel structure materials are located at surface of wall in wall, therefore fire retardant anticorrosion problem is serious.
Therefore, in order to solve the above technical problems, present inventors have proposed a kind of combination being made up of H profile steel and T-steel to cut
Power wall and preparation method, to overcome the defect of the prior art.
【Utility model content】
To solve the above problems, the purpose of this utility model is that providing a kind of combination being made up of H profile steel and T-steel cuts
Power wall, has intense industrialization, modularization, quality controllable, the investment payback time is short, without cast in situs, completely can with batch production,
Solves the problems, such as fire retardant anticorrosion simultaneously.
To achieve the above object, the technical scheme that the utility model is taken is：A kind of group being made up of H profile steel and T-steel
Combination shearing wall, it includes a H profile steel, some T-steels, some pegs, some reinforcing bars and concrete；Wherein, H profile steel is wall
Peg, H types are welded with the web of one end, the web of all T-steels and the edge of a wing plate weld of front side shaped steel, H profile steel and T-steel
The flange plate of steel and T-steel is integral by bar connecting, casting concrete in the flange plate space of H profile steel and T-steel.
The compound shear wall of the present utility model being made up of H profile steel and T-steel is further arranged to：The peg, on
Lower two spacing are 250mm.
The compound shear wall of the present utility model being made up of H profile steel and T-steel is further arranged to：The reinforcing bar, etc.
Spacing is laid.
The compound shear wall of the present utility model being made up of H profile steel and T-steel is further arranged to：The reinforcing bar passes through
The flange plate of H profile steel and T-steel.
The compound shear wall of the present utility model being made up of H profile steel and T-steel is further arranged to：The peg and steel
Muscle, longitudinally it is arranged alternately.
The compound shear wall of the present utility model being made up of H profile steel and T-steel is further arranged to：The shear wall with
Centered on web, inside and outside two sides is symmetrical.
The compound shear wall of the present utility model being made up of H profile steel and T-steel is further arranged to：The concrete is
Normal concrete, lightweight aggregate concrete, self-compacting concrete, strong concrete or light foaming concrete.
Compared with prior art, the utility model has the advantages that：
1st, modular steel plate combined shear wall component of the present utility model, it is possible to achieve standardized designs, batch production make,
Prefabricated construction, compound action is realized after internal casting concrete, standardized production is really realized, without cast in situs, coagulation
Soil pours also to be completed in factory, reduces the labor intensity at scene, the duration is greatly shortened.
2nd, it is of the present utility model after casting concrete, due to the supporting role of concrete, to avoid or prolong in cavity
The flexing of slow steel pipe walls, meanwhile, greatly improve the intensity, plasticity and toughness of concrete；The combination of two kinds of materials compensate for respectively
From the shortcomings that so that material property gives full play to.
3rd, production of the present utility model uses industrial equipment, and processing and fabricating speed is fast, and product quality is controllable.
4th, the utility model compound shear wall, wall is relatively thin, can be according to building partition flexible arrangement so that space
Division is flexible.
5th, the utility model both can load-bearing, it is superior but also as lateral resistant member, its anti-seismic performance；
6th, the H profile steel in the utility model and T-steel can realize standardization, be advantageous to saving construction cost, accelerate production speed
Degree.
7th, fill concrete inside the utility model, improves the fire resistance of steel member, while surface of wall also equal quilt
Concrete covers, and really realizes anti-corrosion function.
【Brief description of the drawings】
Fig. 1 is preferred embodiment structural representation of the present utility model；
Fig. 2 is the A-A diagrammatic cross-sections in Fig. 1；
Fig. 3 is the structural representation of the H profile steel in Fig. 1；
Fig. 4 is the structural representation of the T-steel in Fig. 1.
【Embodiment】
Refer to shown in Figure of description 1 to accompanying drawing 4, the utility model is a kind of combination being made up of H profile steel and T-steel
Shear wall, including H profile steel 1 and some T-steels 2, some pegs 4, some reinforcing bars 5 and concrete 6.The utility model main one
Big characteristic is completely can be prefabricated with batch production.
Wherein, as shown in Figure 3 and Figure 4, H profile steel 1 includes two blocks of flange plates 7 and centre one for H profile steel 1 and the structure of T-steel 2
The vertical welding of block web 8 forms, and T-steel 2 is to include one block of flange plate, the 7 one pieces of vertical welding of web 8 compositions.
The steel construction part of the utility model shear wall, first with a H profile steel 1 for wall one end, behind it is all T-shaped
Steel 2 is arranged in that same order, and the web 8 of first T-steel 2 is welded with the flange plate 7 of front side H profile steel 1 by weld seam, after
The flange plate 7 of the web 8 of face T-steel 2 and above one piece of T-steel 2 is welded by weld seam, by that analogy.
Also there is the peg 4 into matrix arrangement, the upper equidistantly distributed in the longitudinal direction of peg 4, general spacing is on shear wall
250mm.Each shaped steel matches somebody with somebody a peg 4 in transverse direction.Two metopes are for center line pair with web 8 inside and outside whole shear wall simultaneously
Claim, therefore peg 4 is distributed on wall two sides.Some reinforcing bars 5 are distributed horizontally on wall simultaneously, by all flange plates 7
It is attached, the reinforcing bar 5 in the present embodiment is distributed across the centre of two row pegs 4, and is the wing through H profile steel 1 and T-steel 2
Listrium 8, each position welding is then carried out again.
After steel structure frame is set up, its empty portions is all filled with concreting, forms unit-modularized cut
Power wall.Herein it is pointed out that steel structure material all on metope in the utility model, has been built into concrete
Portion, concrete can use normal concrete, lightweight aggregate concrete, self-compacting concrete, strong concrete or light-weight foam
Concrete, it can really realize fire prevention and the antiseptic property of wall.
The utility model preparation method, it is comprised the technical steps that：
The first step, the H profile steel that is prefabricated in the factory and T-steel, while prepare peg and shear reinforcement.
Second step, steel structure frame is preset in a mold, be first end with H profile steel 1, the web 7 of first piece of T-steel 2 is logical
The flange plate 8 that weld seam is welded in H profile steel 1 is crossed, the web 7 of latter T-steel 2 welds the flange plate of previous piece of T-steel 2 by weld seam
On 8, it is arranged in order, until reaching required specification.
3rd step, the weld stud 4 on the web 7 of H profile steel 1 and T-steel 2.
4th step, reinforcing bar 5 is passed through on the flange plate 8 of H profile steel 1 and T-steel 2, and itself and H profile steel 1 and T-steel 2 are welded
Connect, be alternately distributed on reinforcing bar 5 and the longitudinal direction of peg 4
5th step, with mould by its shrouding, and to its casting concrete 6, last form removal shaping.
Embodiment above is only the preferred embodiment of this creation, all in this wound not to limit this creation
Any modification, equivalent substitution and improvements for being done etc. within the spirit and principle of work, should be included in this creation protection domain it
It is interior.
Claims (6)
- A kind of 1. compound shear wall being made up of H profile steel and T-steel, it is characterised in that：If including a H profile steel, some T-steels, Dry peg, some reinforcing bars and concrete；Wherein, H profile steel is wall one end, the web of all T-steels and the wing of front side shaped steel Listrium welds, and is welded with peg on the web of H profile steel and T-steel, and the flange plate of H profile steel and T-steel is by bar connecting into one Casting concrete in the flange plate space of body, H profile steel and T-steel.
- 2. a kind of compound shear wall being made up of H profile steel and T-steel as claimed in claim 1 is further arranged to：It is described Peg, upper and lower two spacing are 250mm.
- 3. a kind of compound shear wall being made up of H profile steel and T-steel as claimed in claim 1 is further arranged to：It is described Reinforcing bar passes through the flange plate of H profile steel and T-steel.
- 4. a kind of compound shear wall being made up of H profile steel and T-steel as claimed in claim 1 is further arranged to：It is described Peg and reinforcing bar, it is equidistantly longitudinal to be arranged alternately.
- 5. a kind of compound shear wall being made up of H profile steel and T-steel as claimed in claim 1 is further arranged to：It is described For shear wall centered on web, inside and outside two sides is symmetrical.
- 6. a kind of compound shear wall being made up of H profile steel and T-steel as claimed in claim 1 is further arranged to：It is described Concrete is normal concrete, lightweight aggregate concrete, self-compacting concrete, strong concrete or light foaming concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720489034.0U CN206752754U (en) | 2017-05-04 | 2017-05-04 | A kind of compound shear wall being made up of H profile steel and T-steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720489034.0U CN206752754U (en) | 2017-05-04 | 2017-05-04 | A kind of compound shear wall being made up of H profile steel and T-steel |
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| Publication Number | Publication Date |
|---|---|
| CN206752754U true CN206752754U (en) | 2017-12-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720489034.0U Active CN206752754U (en) | 2017-05-04 | 2017-05-04 | A kind of compound shear wall being made up of H profile steel and T-steel |
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| Country | Link |
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| CN (1) | CN206752754U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060142A (en) * | 2017-05-04 | 2017-08-18 | 浙江绿筑集成科技有限公司 | A kind of compound shear wall being made up of H profile steel and T-steel and preparation method |
| CN110778149A (en) * | 2019-10-15 | 2020-02-11 | 浙江久筑建筑技术有限公司 | Assembled special-shaped column combined shear wall steel structure residential system |
-
2017
- 2017-05-04 CN CN201720489034.0U patent/CN206752754U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060142A (en) * | 2017-05-04 | 2017-08-18 | 浙江绿筑集成科技有限公司 | A kind of compound shear wall being made up of H profile steel and T-steel and preparation method |
| CN110778149A (en) * | 2019-10-15 | 2020-02-11 | 浙江久筑建筑技术有限公司 | Assembled special-shaped column combined shear wall steel structure residential system |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Dongyue Green Building Integrated Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000016 Denomination of utility model: Combined shear wall composed of H-shaped steel and T-shaped steel and manufacturing method Granted publication date: 20171215 License type: Common License Record date: 20190917 Assignee: Qinhuangdao Seiko Green Building Integrated Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000017 Denomination of utility model: Combined shear wall composed of H-shaped steel and T-shaped steel and manufacturing method Granted publication date: 20171215 License type: Common License Record date: 20190917 |
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Assignee: Henan Green Building Technology Development Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000015 Denomination of utility model: Combined shear wall composed of H-shaped steel and T-shaped steel and manufacturing method Granted publication date: 20171215 License type: Common License Record date: 20190919 |
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Assignee: Anhui changgu New Construction Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2020330000055 Denomination of utility model: A composite shear wall composed of H-shaped steel and T-shaped steel Granted publication date: 20171215 License type: Common License Record date: 20200806 |
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Assignee: Anhui Zhihong Precision Construction Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023990000037 Denomination of utility model: A composite shear wall composed of H-shaped steel and T-shaped steel Granted publication date: 20171215 License type: Common License Record date: 20230113 |
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Assignee: Jiangxi Huahong Jinggong Steel Structure Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034645 Denomination of utility model: A composite shear wall composed of H-shaped steel and T-shaped steel Granted publication date: 20171215 License type: Common License Record date: 20230413 |
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Assignee: Jiangsu Lvjian Jinggong Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034833 Denomination of utility model: A composite shear wall composed of H-shaped steel and T-shaped steel Granted publication date: 20171215 License type: Common License Record date: 20230421 |
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