CN206457938U - A kind of complete bolted steel-combined concrete shear wall assembled module - Google Patents
A kind of complete bolted steel-combined concrete shear wall assembled module Download PDFInfo
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- CN206457938U CN206457938U CN201720040324.7U CN201720040324U CN206457938U CN 206457938 U CN206457938 U CN 206457938U CN 201720040324 U CN201720040324 U CN 201720040324U CN 206457938 U CN206457938 U CN 206457938U
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Abstract
The utility model discloses a kind of complete bolted steel-combined concrete shear wall assembled module, including steel pipe frame module and precast concrete shear wall plate module, the two can be according to modularization plant produced, " one " type of composition or " L " type, T-shape and " ten " type shear-wall element, and then form the stress system of fabricated shear wall structure, situ wet operation can be greatly reduced, Mechanization Level is high, save manpower, improve efficiency, and bolt connection structure is simple, construction is convenient, stress is reliable, it is widely used in structural steelwork, design theory and construction technology are ripe.
Description
Technical field
The utility model belongs to prefabricated construction technical field in architectural engineering, and in particular to a kind of full bolt connection
Steel-combined concrete shear wall assembled module.
Background technology
It is an effective way for realizing building energy conservation emission reduction targets and housing industrialization to develop prefabrication.In advance
The component and fitting production standard of assembled architecture processed, industrialization, production efficiency are high, and site operation mechanization, construction period is short, can
To reduce building waste, harmful effect of the construction to environment is reduced, meets the Ecological Concept of " green low-carbon ", is to build in future
The developing direction built.
Shear wall structure is the most frequently used structure type in many high residential buildings of China, therefore, and exploitation is adapted to prefabricated dress
Shear wall structure system with formula, is the inevitable development trend of housing industrialization.But traditional fabricated shear wall structure is often
Using the technical scheme of sleeve slip casting, second pouring etc. " wet type connection ", its switching performance is difficult to ensure that the overall stress of structure
It is required that, and bar connecting is difficult, constructing operation and quality control difficulty are big, the duration is longer, construction cost increases, can not fully sent out
Wave fabricated construction advantage.
The content of the invention
For above-mentioned problems of the prior art, the purpose of this utility model is that there is provided a kind of full bolt connection
Steel-combined concrete shear wall assembled module, its component and fitting can according to modularization plant produced, scene pass through full spiral shell
Bolt " dry type connection ", Mechanization Level is high, short construction period, and stress is reliable.
To achieve these goals, the utility model is adopted the following technical scheme that：
A kind of complete bolted steel-combined concrete shear wall assembled module, including steel pipe frame module and prefabricated
Concrete shear wallboard module, the steel pipe frame module includes steel pipe and multiple junction steel plates, and multiple junction steel plates are distributed in
On the side wall of steel pipe, the length direction of junction steel plate is consistent with the axis direction of steel pipe；The precast concrete shear wall template die
Block includes being provided with steel reinforcement cage in wallboard, wallboard, and the surrounding of wallboard is provided with dentation built-in fitting, junction steel plate and dentation built-in fitting
It is detachably connected.
Specifically, the steel pipe is square steel tube, and the junction steel plate is provided with one, two, three or four.
Specifically, when junction steel plate is provided with two and two junction steel plates are symmetricly set on two of square steel tube symmetrically
When on the wall of side, steel pipe frame module can be connected to form " one " type shear wall list with two precast concrete shear wall plate modules
Member.
Specifically, when junction steel plate is provided with two and two junction steel plates are arranged on two adjacent side walls of square steel tube
When upper, steel pipe frame module can be connected to form " L " type shear-wall element with two precast concrete shear wall plate modules.
Specifically, when junction steel plate is provided with three and three junction steel plates are arranged on three side walls of square steel tube,
Steel pipe frame module can be connected to form T-shape shear-wall element with three precast concrete shear wall plate modules.
Specifically, when junction steel plate is provided with four and four junction steel plates are arranged on four side walls of square steel tube,
Steel pipe frame module can be connected to form " ten " type shear-wall element with four precast concrete shear wall plate modules.
Specifically, it is evenly equipped with the dentation built-in fitting between multiple sawtooth, adjacent saw-tooth and forms wave trough, is set on sawtooth
Have and multiple bolts hole are evenly equipped with bolt hole, the junction steel plate, dentation built-in fitting is bolted with junction steel plate.
Specifically, the reinforcing steel bars of wallboards on the steel reinforcement cage bypasses the wave trough on the dentation built-in fitting.
Specifically, when described precast concrete shear wall plate module is arranged on above and below floor, positioned at upper
The tooth that the precast concrete shear wall plate module and underlying precast concrete shear wall plate module of side pass through each self installation
Shape built-in fitting is attached using the connected mode of bolt, after two dentation built-in fittings connections at the wave trough of dentation built-in fitting shape
Into hole, passed through for floor bar.
Compared with prior art, the utility model has following technique effect：
1st, steel pipe frame and precast concrete shear wall plate can be according to modularization plant produceds, and scene passes through full bolt
" dry type connection ", composition " one " type or " L " type, T-shape and " ten " type shear-wall element, and then form fabricated shear wall structure
Stress system.High situ wet operation, Mechanization Level, saving manpower can be greatly reduced, efficiency, and bolt connection structure is improved
Make simple, it is convenient to construct, stress is reliable, is widely used in structural steelwork, design theory and construction technology are ripe.
2nd, the utility model clear concept, using full bolt connection, connection is reliable, easy construction and system easy to control the quality, respectively
Component and fitting can modularization plant produced, meet building industrialization development trend, with wide market application foreground.
Brief description of the drawings
Fig. 1 is the schematic diagram of steel pipe frame module, wherein, (a) is steel pipe frame mould when junction steel plate is set to one
The schematic diagram of block, (b) is the signal of steel pipe frame module when junction steel plate is set to two on the symmetrical side of square steel tube
Figure, (c) is the schematic diagram of steel pipe frame module when junction steel plate is set to two on the adjacent wall of square steel tube, and (d) is
The schematic diagram of steel pipe frame module when junction steel plate is set to three, (e) is steel pipe side when junction steel plate is set to four
The schematic diagram of frame module；
Fig. 2 is the schematic diagram of precast concrete shear wall plate module；
Fig. 3 is that steel pipe frame module is connected showing for a variety of shear-wall elements to be formed with precast concrete shear wall plate module
It is intended to；Wherein, (a) is the schematic diagram of " one " type shear-wall element, and (b) is the schematic diagram of " L " type type shear-wall element, and (c) is
The schematic diagram of T-shape type shear-wall element, (d) is the schematic diagram of " ten " type shear-wall element.
Fig. 4 is the signal of upper strata precast concrete shear wall plate module and lower floor's precast concrete shear wall plate module connection
Figure；
Fig. 5 is the schematic diagram that dentation built-in fitting subdivision is molded；
Fig. 6 is the schematic diagram that reinforcing steel bars of wallboards bypasses the anchoring of dentation built-in fitting wave trough；
The label implication of each in figure:1-steel pipe frame module；1-1-steel pipe；1-2-junction steel plate；2-concrete
Native shear wall slab module；2-1-steel reinforcement cage；2-2-dentation built-in fitting, 2-3-wallboard.
Explanation and illustration in further detail is made to scheme of the present utility model with reference to the accompanying drawings and detailed description.
Embodiment
Referring to Fig. 1 and Fig. 2, complete bolted steel-combined concrete shear wall assembled module of the present utility model,
Including steel pipe frame module 1 and precast concrete shear wall plate module 2, the steel pipe frame module 1 includes steel pipe 1-1 and multiple
Junction steel plate 1-2, multiple junction steel plate 1-2 are distributed on steel pipe 1-1 side wall, junction steel plate 1-2 length direction and steel pipe
1-1 axis direction is consistent；The precast concrete shear wall plate module 2 includes being provided with reinforcing bar in wallboard 2-3, wallboard 2-3
Cage 2-1, wallboard 2-3 surrounding are provided with dentation built-in fitting 2-2, junction steel plate 1-2 and are detachably connected with dentation built-in fitting 2-2.
The utility model is detachably connected by junction steel plate 1-2's and dentation built-in fitting 2-2, realizes steel pipe frame module
1 and the connection of precast concrete shear wall module 2, it is to avoid the defect that traditional " wet type connection " is brought, using " dry type connects
Connect " mode, its Mechanization Level is high, short construction period, and stress is reliable.
Referring to Fig. 3, specifically, the steel pipe 1-1 is square steel tube, the junction steel plate 1-2 be provided with one, two, three
It is individual or four.The steel pipe frame module 1 being differently formed according to junction steel plate 1-2 number, with precast concrete shear wall mould
The combination connection of block 2 can make up " one " type, " L " type, T-shape or " ten " type shear-wall element, and then form assembled shearing
The stress system of wall construction.Specific set-up mode is as follows：
When junction steel plate 1-2 is provided with two and two junction steel plate 1-2 be symmetricly set on square steel tube two symmetrically
When on the wall of side, steel pipe frame module 1 can be connected to form " one " type shear wall list with two precast concrete shear wall plate modules 2
Member.
When junction steel plate 1-2 is provided with two and two junction steel plate 1-2 two adjacent side walls for being arranged on square steel tube
When upper, steel pipe frame module 1 can be connected to form " L " type shear-wall element with two precast concrete shear wall plate modules 2.
When junction steel plate 1-2 is provided with three and three junction steel plate 1-2 are arranged on three side walls of square steel tube, steel
Pipe frame module 1 can be connected to form T-shape shear-wall element with three precast concrete shear wall plate modules 2.
When junction steel plate 1-2 is provided with four and four junction steel plate 1-2 are arranged on four side walls of square steel tube, steel
Pipe frame module 1 can be connected to form " ten " type shear-wall element with four precast concrete shear wall plate modules 2.
Junction steel plate 1-2 is provided with the steel pipe frame module 1 formed at one and may be provided at " one " type, " L " type, T-shape
Or the side for the precast concrete shear wall plate module 2 not being connected in " ten " type shear-wall element with steel pipe frame module 1.
Specifically, it is evenly equipped with the dentation built-in fitting 2-2 between multiple sawtooth, adjacent saw-tooth and forms wave trough, on sawtooth
It is provided with bolt hole, the junction steel plate 1-2 and is evenly equipped with multiple bolts hole, the pitch-row of adjacent bolt hole is 50mm~100mm,
Dentation built-in fitting 2-2 is bolted with junction steel plate 1-2.The utility model uses the connected mode of bolt so that connection
Mode is simple, and it is convenient to construct, and stress is reliable, and it is widely used in structural steelwork, and design theory and construction technology are ripe.
Referring to Fig. 5, dentation built-in fitting 2-2 molding mode is, using H types, I shaped steel or steel plate along dentate line subdivision and
Into, open up bolt hole on the sawtooth of formation, the pitch-row of adjacent bolt hole is generally 50mm~100mm, and with junction steel plate 1-2
Pitch-row it is identical；Shear key, the cohesive force between enhancing and concrete are set on dentation built-in fitting 2-2.
Referring to Fig. 6, in order to ensure wall that steel reinforcement cage 2-1 is connected with dentation built-in fitting 2-2 on fastening, the steel reinforcement cage 2-1
Slab muscle bypasses the wave trough on the dentation built-in fitting 2-2.
Referring to Fig. 4, when precast concrete shear wall plate module 2 of the present utility model is arranged on above and below floor
When, precast concrete shear wall plate module 2 above is with underlying precast concrete shear wall plate module 2 by each
The dentation built-in fitting 2-2 of self installation is attached using the connected mode of bolt, in dentation after two dentation built-in fitting 2-2 connections
Hole is formed at built-in fitting 2-2 wave trough, is passed through for floor bar.
Claims (9)
1. a kind of complete bolted steel-combined concrete shear wall assembled module, including steel pipe frame module (1) and in advance
Concrete shear wallboard module (2) processed, it is characterised in that the steel pipe frame module (1) includes steel pipe (1-1) and multiple connections
Steel plate (1-2), multiple junction steel plates (1-2) are distributed on the side wall of steel pipe (1-1), the length direction of junction steel plate (1-2) with
The axis direction of steel pipe (1-1) is consistent；The precast concrete shear wall plate module (2) includes wallboard (2-3), wallboard (2-3)
Steel reinforcement cage (2-1) is inside provided with, the surrounding of wallboard (2-3) is provided with dentation built-in fitting (2-2), junction steel plate (1-2) and dentation
Built-in fitting (2-2) is detachably connected.
2. complete bolted steel-combined concrete shear wall assembled module as claimed in claim 1, it is characterised in that
The steel pipe (1-1) is square steel tube, and the junction steel plate (1-2) is provided with one, two, three or four.
3. complete bolted steel-combined concrete shear wall assembled module as claimed in claim 2, it is characterised in that
When junction steel plate (1-2) is provided with two and two junction steel plates (1-2) are symmetricly set on two symmetrical side walls of square steel tube
When upper, steel pipe frame module (1) can be connected to form " one " type shear wall list with two precast concrete shear wall plate modules (2)
Member.
4. complete bolted steel-combined concrete shear wall assembled module as claimed in claim 2, it is characterised in that
When junction steel plate (1-2) is provided with two and two junction steel plates (1-2) are arranged on two adjacent side walls of square steel tube,
Steel pipe frame module (1) can be connected to form " L " type shear-wall element with two precast concrete shear wall plate modules (2).
5. complete bolted steel-combined concrete shear wall assembled module as claimed in claim 2, it is characterised in that
When junction steel plate (1-2) is provided with three and three junction steel plates (1-2) are arranged on three side walls of square steel tube, steel pipe side
Frame module (1) can be connected to form T-shape shear-wall element with three precast concrete shear wall plate modules (2).
6. complete bolted steel-combined concrete shear wall assembled module as claimed in claim 2, it is characterised in that
When junction steel plate (1-2) is provided with four and four junction steel plates (1-2) are arranged on four side walls of square steel tube, steel pipe side
Frame module (1) can be connected to form " ten " type shear-wall element with four precast concrete shear wall plate modules (2).
7. complete bolted steel-combined concrete shear wall assembled module as claimed in claim 1, it is characterised in that
It is evenly equipped with the dentation built-in fitting (2-2) between multiple sawtooth, adjacent saw-tooth and forms wave trough, bolt hole is provided with sawtooth,
Multiple bolts hole are evenly equipped with the junction steel plate (1-2), dentation built-in fitting (2-2) is connected with junction steel plate (1-2) by bolt
Connect.
8. complete bolted steel-combined concrete shear wall assembled module as claimed in claim 7, it is characterised in that
Reinforcing steel bars of wallboards on the steel reinforcement cage (2-1) bypasses the wave trough on the dentation built-in fitting (2-2).
9. complete bolted steel-combined concrete shear wall assembled module as claimed in claim 7, it is characterised in that
When described precast concrete shear wall plate module (2) is arranged on above and below floor, concrete above
Native shear wall slab module (2) and underlying precast concrete shear wall plate module (2) are pre-buried by the dentation of each self installation
Part (2-2) is connected using the connected mode of bolt, and hole is formed at the wave trough of dentation built-in fitting after two dentation built-in fitting connections
Mouthful, passed through for floor bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720040324.7U CN206457938U (en) | 2017-01-13 | 2017-01-13 | A kind of complete bolted steel-combined concrete shear wall assembled module |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720040324.7U CN206457938U (en) | 2017-01-13 | 2017-01-13 | A kind of complete bolted steel-combined concrete shear wall assembled module |
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| Publication Number | Publication Date |
|---|---|
| CN206457938U true CN206457938U (en) | 2017-09-01 |
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|---|---|---|---|
| CN201720040324.7U Expired - Fee Related CN206457938U (en) | 2017-01-13 | 2017-01-13 | A kind of complete bolted steel-combined concrete shear wall assembled module |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107542185A (en) * | 2017-09-30 | 2018-01-05 | 沈阳建筑大学 | Assemble frame-shear structure curved scissors type combination keyway attachment structure and assembly method |
| CN107642179A (en) * | 2017-09-30 | 2018-01-30 | 沈阳建筑大学 | Assembled frame-shear structure steel plate keyway attachment structure and assembling method |
| CN108104310A (en) * | 2017-12-01 | 2018-06-01 | 沈阳建筑大学 | Assembled frame-shear structure column splitlevel connection structure and assembling method |
-
2017
- 2017-01-13 CN CN201720040324.7U patent/CN206457938U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107542185A (en) * | 2017-09-30 | 2018-01-05 | 沈阳建筑大学 | Assemble frame-shear structure curved scissors type combination keyway attachment structure and assembly method |
| CN107642179A (en) * | 2017-09-30 | 2018-01-30 | 沈阳建筑大学 | Assembled frame-shear structure steel plate keyway attachment structure and assembling method |
| CN107542185B (en) * | 2017-09-30 | 2023-12-01 | 新疆玉龙河建设工程有限公司 | Bending shear type combined key slot connecting structure of assembly frame shear structure and assembly method |
| CN107642179B (en) * | 2017-09-30 | 2023-12-08 | 新疆玉龙河建设工程有限公司 | Key groove connecting structure of steel plate of assembled frame shear structure and assembling method |
| CN108104310A (en) * | 2017-12-01 | 2018-06-01 | 沈阳建筑大学 | Assembled frame-shear structure column splitlevel connection structure and assembling method |
| CN108104310B (en) * | 2017-12-01 | 2023-12-05 | 新疆中联建设工程有限公司 | Assembled frame shear structure column staggered connection structure and assembling method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170901 Termination date: 20180113 |
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| CF01 | Termination of patent right due to non-payment of annual fee |