CN206752752U - A kind of H profile steel combined concrete shear wall of the T-shaped stiffener of band - Google Patents
A kind of H profile steel combined concrete shear wall of the T-shaped stiffener of band Download PDFInfo
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- CN206752752U CN206752752U CN201720501232.4U CN201720501232U CN206752752U CN 206752752 U CN206752752 U CN 206752752U CN 201720501232 U CN201720501232 U CN 201720501232U CN 206752752 U CN206752752 U CN 206752752U
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- shaped stiffener
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- 239000003351 stiffener Substances 0.000 title claims abstract description 65
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 57
- 239000010959 steel Substances 0.000 title claims abstract description 57
- 230000002787 reinforcement Effects 0.000 claims abstract description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 230000008901 benefit Effects 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 8
- 239000000463 material Substances 0.000 abstract description 4
- 239000000203 mixture Substances 0.000 abstract description 3
- 238000003912 environmental pollution Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 150000001875 compounds Chemical class 0.000 description 5
- 239000002689 soil Substances 0.000 description 5
- 238000005345 coagulation Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 2
- 210000001015 abdomen Anatomy 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007797 corrosion Effects 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
- 239000004744 fabric Substances 0.000 description 1
- 238000004079 fireproofing Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
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Abstract
It the utility model is related to a kind of H profile steel combined concrete shear wall of the T-shaped stiffener of band, including H profile steel, T-shaped stiffener, horizontal reinforcement pull bar and concrete；The H profile steel includes web and the flange plate of both sides；The T-shaped stiffener parallel with flange plate is laid with the web；The height of the T-shaped stiffener is less than the extension of flange plate；The horizontal reinforcement pull bar connects each T-shaped stiffener and the flange plate of both sides；The concreting is between the flange plate of H profile steel, and web, T-shaped stiffener and horizontal reinforcement pull bar are embedded in concrete.Steel construction and concrete structure are effectively combined by the utility model, give full play to the architectural composition of concrete shear force wall flexibly, the advantage that structure steel fabrication industrialization degree is high, speed of application is fast, the big material property advantage of steel high-strength light, concrete rigidity is played simultaneously, material is preferably saved, reduces environmental pollution, improve living environment, improve social benefit.
Description
【Technical field】
It the utility model is related to a kind of building element, and in particular to a kind of H profile steel-Combined concrete of the T-shaped stiffener of band
Shear 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, it is 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；Steel structure fireproofing and anti-corrosion cost are of a relatively high, but concrete structure fire protecting performance is preferable, how to cut concrete
It is current architecture configuration field urgent problem that power wall combines with the advantage of steel construction.
Therefore, in order to solve the above technical problems, it is necessory to provide a kind of H profile steel-coagulation of the T-shaped stiffener of the band of innovation
Local soil type's combination shearing wall, to overcome the defect of the prior art.
【Utility model content】
To solve the above problems, the purpose of this utility model is the H profile steel-concrete for providing a kind of T-shaped stiffener of band
Compound shear wall, steel construction and concrete structure are effectively combined by it, give full play to the building cloth of concrete shear force wall
The advantage that office is flexible, structure steel fabrication industrialization degree is high, speed of application is fast, while it is firm to play steel high-strength light, concrete
Big material property advantage is spent, material is preferably saved, reduces environmental pollution, improve living environment, improve social benefit.
To achieve the above object, the technical scheme that the utility model is taken is：A kind of H profile steel-coagulation of the T-shaped stiffener of band
Local soil type's combination shearing wall, it includes H profile steel, T-shaped stiffener, horizontal reinforcement pull bar and concrete；Wherein, the H profile steel includes
Web and the flange plate for being arranged on web both sides；The T-shaped stiffener parallel with flange plate is laid with the web；Institute
The height for stating T-shaped stiffener is less than the extension of flange plate；The horizontal reinforcement pull bar connects each T-shaped stiffener and both sides
Flange plate；The concreting is between the flange plate of H profile steel, and web, T-shaped stiffener and horizontal reinforcement pull bar are embedded in
In concrete.
H profile steel-combined concrete shear wall of the T-shaped stiffener of band of the present utility model is further arranged to：The edge of a wing
The section of plate is yi word pattern or c-type.
H profile steel-combined concrete shear wall of the T-shaped stiffener of band of the present utility model is further arranged to：It is described it is T-shaped plus
Strength plate is arranged symmetrically relative to web.
H profile steel-combined concrete shear wall of the T-shaped stiffener of band of the present utility model is further arranged to：The level
Steel bar rod is spaced in intervals arrangement along wall short transverse, and its length is identical with the length of H profile steel.
H profile steel-combined concrete shear wall of the T-shaped stiffener of band of the present utility model is further arranged to：The edge of a wing
Circular hole is offered on plate；Through hole is offered on the T-shaped stiffener；The horizontal reinforcement pull bar is each passed through the circular hole of flange plate
With the through hole of T-shaped stiffener, and with flange plate, T-shaped plate weld of putting more energy into.
H profile steel-combined concrete shear wall of the T-shaped stiffener of band of the present utility model is further arranged to：The H profile steel
Web on be disposed with peg, the peg is embedded in concrete.
H profile steel-combined concrete shear wall of the T-shaped stiffener of band of the present utility model is also configured to：The abdomen of the H profile steel
Perforation is opened up on plate.
Compared with prior art, the utility model has the advantages that：
1. steel and coagulation local soil type are formed shear wall by the utility model altogether, concrete can delay bending for steel plate
Song, fully played steel strength so that wall has very high bearing capacity, and concrete also improves the firm of wall
Degree.
2. steel have good plasticity and toughness so that faced wall has good ductility, and the anti-seismic performance of wall is excellent
More.
3. horizontal reinforcement pull bar is acted on concrete Constrained, concrete strength can be improved, is also possible to prevent concrete
Depart from steel plate.
4. perforate or arrangement peg, may further ensure that concrete and steel plate collective effect on web, improve mixed
The compound action of solidifying soil and steel.
5. fill concrete inside wall, improving fire prevention and the corrosion-resistant performance of wall steel plate, reduce even without anti-
Fiery coating and anticorrosive paint, it is cost-effective.
6. H profile steel-combined concrete shear wall of the T-shaped stiffener of the utility model band can realize standardized designs, work
Factoryization makes, prefabricated construction.
【Brief description of the drawings】
Fig. 1 is the disconnected of H profile steel-combined concrete shear wall first embodiment of the T-shaped stiffener of band of the present utility model
Face figure.
Fig. 2 is along 1-1 profile in Fig. 1.
Fig. 3 is the disconnected of H profile steel-combined concrete shear wall second embodiment of the T-shaped stiffener of band of the present utility model
Face figure.
Fig. 4 is along 2-2 profile in Fig. 1.
Fig. 5 is the knot of the T-shaped stiffener in H profile steel-combined concrete shear wall of the T-shaped stiffener of band of the present utility model
Structure schematic diagram.
Fig. 6 is along 3-3 schematic diagram in Fig. 5.
Fig. 7 is the sectional drawing of the H profile steel in Fig. 1.
Fig. 8 is along 4-4 schematic diagram in Fig. 7.
【Embodiment】
Refer to shown in Figure of description 1,2 and 5-8, its for the T-shaped stiffener of band of the present utility model H profile steel-mixed
The first embodiment of solidifying local soil type combination shearing wall, it is by H profile steel 1, T-shaped stiffener 2, horizontal reinforcement pull bar 3 and concrete 4 etc.
A few part compositions.
Wherein, the H profile steel 1 by web 11 and is arranged on the flange plates 12 of the both sides of web 11 and is welded.In this reality
Apply in mode, the section of the flange plate 12 is yi word pattern, offers circular hole 13 thereon.Arranged on the web 11 of the H profile steel 1
There is peg 14, the peg 14 is embedded in concrete 4, may further ensure that concrete 4 and the collective effect of H profile steel 1, is improved
The compound action of concrete 4 and H profile steel 1.
The T-shaped stiffener 2 parallel with flange plate 12 is laid with the web 11；The T-shaped stiffener 2 relative to
Web 11 is arranged symmetrically, and it is welded by transverse slat 21 and riser 22, the riser 22 in transverse slat 21 and the junction of riser 22
On offer through hole 23.
The horizontal reinforcement pull bar 3 connects each T-shaped stiffener 2 and the flange plate 12 of both sides, and it makees to the Constrained of concrete 4
With can improve concrete strength, be also possible to prevent concrete 4 and depart from H profile steel 1.The horizontal reinforcement pull bar 3 along wall height
Direction is spaced in intervals arrangement, and its length is identical with the length of H profile steel 1.Further, the horizontal reinforcement pull bar 3 is distinguished
Welded through the circular hole 13 of flange plate 12 and the through hole 23 of T-shaped stiffener 2, and with flange plate 12, T-shaped stiffener 2.
The concrete 4 is poured between the flange plate 12 of H profile steel 1, and web 11, T-shaped stiffener 2 and horizontal reinforcement are drawn
Bar 3 is embedded in concrete 4.
Refer to shown in Figure of description 3,4, it is H profile steel-Combined concrete of the T-shaped stiffener of band of the present utility model
The second embodiment of shear wall, the difference of itself and first embodiment are：The section of the flange plate 12 is c-type.
Further.Perforation 15 is opened up on the web 11 of the H profile steel 1, mixed mud 4 is may further ensure that through perforation 15
Concrete 4 and the collective effect of H profile steel 1, improve concrete 4 and the compound action of H profile steel 1.
The preparation method of H profile steel-combined concrete shear wall of the T-shaped stiffener of band of the present utility model is as follows：
1. the H profile steel that is prefabricated in the factory 1, it is welded by both sides flange plate 12 and web 11；On both sides flange plate 12
Circular hole 13 is spaced in intervals out along in wall short transverse, the diameter of circular hole 13 is slightly larger than the diameter of horizontal reinforcement pull bar 3；
2. be prefabricated in the factory some T-shaped stiffeners 2, it is welded to connect by transverse slat 21 and riser 22.The height h of stiffener 2
It is slightly less than the extension of the both sides flange plate 12 of H profile steel 1.It is spaced in intervals on the riser 22 of stiffener 2 and opens up through hole 23, is led to
Hole 23 is slightly larger than the diameter of horizontal reinforcement pull bar 3, and through hole 23 presses close to the transverse slat 21 of T-shaped stiffener 2.Through hole on T-shaped stiffener 2
23 positions correspond with the position of circular hole 23 on the flange plate 12 of H profile steel 1.
3. the T-shaped stiffener 2 for ending hole is symmetrically welded to the both sides of web 11 of H profile steel 1, the through hole on T-shaped stiffener 2
23 and the circular hole 13 of both sides flange plate 12 can align.
4. predetermined level steel bar rod 3, the length of pull bar 3 is identical with the length of H profile steel 1；By horizontal reinforcement pull bar 3 from one
Circular hole 13 on flank listrium 12 penetrates, and sequentially passes through the through hole 23 on each T-shaped stiffener 2 to the circular hole of opposite side flange plate 12
13。
5. the both ends end of horizontal reinforcement pull bar 3 is welded with both sides flange plate 12 at the circular hole 13 of both sides flange plate 12
Connect；The transverse slat 21 of horizontal reinforcement pull bar 3 and the T-shaped stiffener 2 of each contact welds.
6. after completing above-mentioned 1~6, in the both sides concrete perfusion 4 of web 11 and conserve, form the H types with T-shaped stiffener
Steel-concrete compound shear wall.
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 (7)
- A kind of 1. H profile steel-combined concrete shear wall of the T-shaped stiffener of band, it is characterised in that：Including H profile steel, T-shaped stiffener, Horizontal reinforcement pull bar and concrete；Wherein, the H profile steel includes web and is arranged on the flange plate of web both sides；It is described The T-shaped stiffener parallel with flange plate is laid with web；The height of the T-shaped stiffener is less than the outer elongation of flange plate Degree；The horizontal reinforcement pull bar connects each T-shaped stiffener and the flange plate of both sides；The concreting is in the edge of a wing of H profile steel Between plate, and web, T-shaped stiffener and horizontal reinforcement pull bar are embedded in concrete.
- 2. H profile steel-combined concrete shear wall with T-shaped stiffener as claimed in claim 1, it is characterised in that：The wing The section of listrium is yi word pattern or c-type.
- 3. H profile steel-combined concrete shear wall with T-shaped stiffener as claimed in claim 1, it is characterised in that：It is described T-shaped Stiffener is arranged symmetrically relative to web.
- 4. H profile steel-combined concrete shear wall with T-shaped stiffener as claimed in claim 1, it is characterised in that：The water Flat steel bar rod is spaced in intervals arrangement along wall short transverse, and its length is identical with the length of H profile steel.
- 5. H profile steel-combined concrete shear wall with T-shaped stiffener as claimed in claim 1, it is characterised in that：The wing Circular hole is offered on listrium；Through hole is offered on the T-shaped stiffener；The horizontal reinforcement pull bar is each passed through the circle of flange plate Hole and the through hole of T-shaped stiffener, and with flange plate, T-shaped plate weld of putting more energy into.
- 6. H profile steel-combined concrete shear wall with T-shaped stiffener as claimed in claim 1, it is characterised in that：The H types Peg is disposed with the web of steel, the peg is embedded in concrete.
- 7. H profile steel-combined concrete shear wall with T-shaped stiffener as claimed in claim 1, it is characterised in that：The H types Perforation is opened up on the web of steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720501232.4U CN206752752U (en) | 2017-05-04 | 2017-05-04 | A kind of H profile steel combined concrete shear wall of the T-shaped stiffener of band |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720501232.4U CN206752752U (en) | 2017-05-04 | 2017-05-04 | A kind of H profile steel combined concrete shear wall of the T-shaped stiffener of band |
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| Publication Number | Publication Date |
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| CN206752752U true CN206752752U (en) | 2017-12-15 |
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ID=60616754
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|---|---|---|---|
| CN201720501232.4U Active CN206752752U (en) | 2017-05-04 | 2017-05-04 | A kind of H profile steel combined concrete shear wall of the T-shaped stiffener of band |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152105A (en) * | 2017-05-04 | 2017-09-12 | 浙江绿筑集成科技有限公司 | H profile steel combined concrete shear wall with T-shaped stiffener and preparation method thereof |
| CN107989260A (en) * | 2017-12-19 | 2018-05-04 | 浙江绿筑集成科技有限公司 | Circular edge column is put more energy into arc floor steel reinforced concrete compound shear wall and production method |
| WO2018201817A1 (en) * | 2017-05-04 | 2018-11-08 | 浙江绿筑集成科技有限公司 | Assemblable shear wall formed by steel/concrete components, and horizontal splicing method therefor |
| CN108775073A (en) * | 2018-06-15 | 2018-11-09 | 浙江绿筑集成科技有限公司 | A kind of staggered truss structure system building approach |
-
2017
- 2017-05-04 CN CN201720501232.4U patent/CN206752752U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152105A (en) * | 2017-05-04 | 2017-09-12 | 浙江绿筑集成科技有限公司 | H profile steel combined concrete shear wall with T-shaped stiffener and preparation method thereof |
| WO2018201817A1 (en) * | 2017-05-04 | 2018-11-08 | 浙江绿筑集成科技有限公司 | Assemblable shear wall formed by steel/concrete components, and horizontal splicing method therefor |
| CN107989260A (en) * | 2017-12-19 | 2018-05-04 | 浙江绿筑集成科技有限公司 | Circular edge column is put more energy into arc floor steel reinforced concrete compound shear wall and production method |
| CN108775073A (en) * | 2018-06-15 | 2018-11-09 | 浙江绿筑集成科技有限公司 | A kind of staggered truss structure system building approach |
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| GR01 | Patent grant | ||
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| 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: Take H shaped steel of T type stiffener concrete compound shear wall 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: Take H shaped steel of T type stiffener concrete compound shear wall Granted publication date: 20171215 License type: Common License Record date: 20190917 |
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| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Henan Green Building Technology Development Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000015 Denomination of utility model: Take H shaped steel of T type stiffener concrete compound shear wall 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 kind of H-shaped steel-concrete composite shear wall with T-shaped stiffeners 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: An H-shaped steel-concrete composite shear wall with T-shaped stiffening plate 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 H-shaped steel-concrete composite shear wall with T-shaped stiffeners 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 H-shaped steel-concrete composite shear wall with T-shaped stiffeners Granted publication date: 20171215 License type: Common License Record date: 20230421 |