CN204919829U - Steel plate concrete shear force wall and basic connection structure and basic built -in fitting structure - Google Patents
Steel plate concrete shear force wall and basic connection structure and basic built -in fitting structure Download PDFInfo
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- CN204919829U CN204919829U CN201520494030.2U CN201520494030U CN204919829U CN 204919829 U CN204919829 U CN 204919829U CN 201520494030 U CN201520494030 U CN 201520494030U CN 204919829 U CN204919829 U CN 204919829U
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- shaped steel
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Abstract
The utility model discloses a steel plate concrete shear force wall and basic connection structure and basic built -in fitting structure, two the pre -buried shaped steel of basic built -in fitting structure in the concrete -based base is buryyed to the lower part wherein, and with two two angle steel of the perpendicular fixed connection in pre -buried shaped steel middle part, even welding has the lower part to bury the embedded anchor b in the concrete -based base on the angle steel. The simple structure of this basis built -in fitting can satisfy the power that passes requirement after shear force wall installation, and two pre -buried shaped steel part of being located the angle steel top is convenient for and the breach of shear force wall lower part is aimed at, the installation of the shear force of being convenient for wall.
Description
Technical field
The utility model belongs to building wall board element structure field, is specifically related to the basic embedded part structure that both sides have the steel plate concrete shear wall of rigid edge component.
Background technology
Steel sheet concrete shear force wall is a kind of new structure, have reasonable stress, cross section little, occupy the advantages such as structure space is few, batch production degree is high, site operation amount is few, speed of application is fast, therefore there is good overall economic efficiency.But, with the steel sheet concrete shear force wall gone to, due to stressed usually maximum bottom shear wall, and to steel sheet concrete shear wall structure, because rigidity own is less not easily accurately in place, and the general pre-embedded bolt that only adopts can not meet shear wall power transmission requirement.
Summary of the invention
Technical problem to be solved in the utility model is: the deficiency existed for prior art, provides one more reliably to solve above power transmission requirement, and ensure the basic embedded part structure of the steel plate concrete shear wall that easy construction is accurately in place.
For realizing the object of the utility model, be achieved by the following technical solutions: a kind of basic embedded part structure of steel plate concrete shear wall, include two pre-buried shaped steel in the Transducers Embedded in Concrete base seat of bottom, and with two angle steel be fixedly connected with vertical in the middle part of two described pre-buried shaped steel, on described angle steel, uniform welding has the cast-in fixing bolt b in the Transducers Embedded in Concrete base seat of bottom.
Preferably: in described pre-buried shaped steel Transducers Embedded in Concrete base seat, the periphery of part is welded with peg.
Preferably: described pre-buried shaped steel bottom welding has bottom sealing plate, bottom sealing plate is fixedly connected with the cast-in fixing bolt a to downward-extension.
The utility model also provides the syndeton of a kind of steel plate concrete shear wall with basis, top, described basis is connected with built-in fitting, described built-in fitting includes two pre-buried shaped steel in the Transducers Embedded in Concrete base seat of bottom, and with two angle steel be fixedly connected with vertical in the middle part of two described pre-buried shaped steel; Described steel plate concrete shear wall includes two steel sheets be arranged in parallel, two the rigid edge components fixedly welded with steel sheet both sides, concrete is filled with in the space that two steel sheets and two rigid edge components surround, steel-sheet bottom exceedes the bottom of rigid edge component, form the breach of right angle type between rigid edge component bottom and steel sheet lower side, the part that described breach is positioned at above angle steel with two pre-buried shaped steel on described basis matches.
Compared with prior art, the beneficial effects of the utility model are: the structure on this basis is simple, can meet power transmission requirement after shear wall is installed, and two pre-buried shaped steel parts be positioned at above angle steel are convenient to the notch alignment with shear wall bottom, are convenient to the installation of shear wall.
Accompanying drawing explanation
Fig. 1 is the structural representation of embodiment 1.
Fig. 2 is that the A-A of Fig. 1 is to structural representation.
Fig. 3 is that the B-B of Fig. 1 is to structural representation.
Fig. 4 is the structural representation of embodiment 2.
Fig. 5 is that the C-C of Fig. 4 is to structural representation.
1, pre-buried shaped steel; 2, peg; 3, bottom sealing plate; 4, cast-in fixing bolt a; 5, angle steel; 6, cast-in fixing bolt b; 7, steel plate concrete shear wall.
Detailed description of the invention
With reference to the accompanying drawings detailed description of the invention of the present utility model is made a detailed explanation below.
embodiment 1
According to shown in Fig. 1 to Fig. 3, the present embodiment is a kind of basic embedded part structure of steel plate concrete shear wall, include two pre-buried shaped steel 1 in the Transducers Embedded in Concrete base seat of bottom, and with two angle steel 5 be fixedly connected with vertical in the middle part of two described pre-buried shaped steel, on described angle steel, uniform welding has the cast-in fixing bolt b6 in the Transducers Embedded in Concrete base seat of bottom.
In described pre-buried shaped steel Transducers Embedded in Concrete base seat, the periphery of part is welded with peg 2.Described pre-buried shaped steel is square steel pipe.
Described pre-buried shaped steel bottom welding has bottom sealing plate 3, bottom sealing plate is fixedly connected with the cast-in fixing bolt a4 to downward-extension.
When shear wall stressed larger time, can also embedded bar in the space between two angle steel, to strengthen the connection of Shear Walls body and cast concrete base seat; Also can pre-buried shaped steel time as larger in shearing.
embodiment 2
According to Fig. 4, Fig. 5, the present embodiment is a kind of steel plate concrete shear wall and basic syndeton, top, described basis is connected with built-in fitting, described built-in fitting includes two pre-buried shaped steel in the Transducers Embedded in Concrete base seat of bottom, and with two angle steel be fixedly connected with vertical in the middle part of two described pre-buried shaped steel; Described steel plate concrete shear wall 7 includes two steel sheets be arranged in parallel, two the rigid edge components fixedly welded with steel sheet both sides, concrete is filled with in the space that two steel sheets and two rigid edge components surround, steel-sheet bottom exceedes the bottom of rigid edge component, form the breach of right angle type between rigid edge component bottom and steel sheet lower side, the part that described breach is positioned at above angle steel with two pre-buried shaped steel on described basis matches.
On described angle steel, uniform welding has the cast-in fixing bolt b6 in the Transducers Embedded in Concrete base seat of bottom.In described pre-buried shaped steel Transducers Embedded in Concrete base seat, the periphery of part is welded with peg 2.Described pre-buried shaped steel is square steel pipe.Described pre-buried shaped steel bottom welding has bottom sealing plate 3, bottom sealing plate is fixedly connected with the cast-in fixing bolt a4 to downward-extension.
Before installation shear wall, first with angle steel upper surface level of control and design elevation, between angle steel and cast concrete base seat, leave final grouting gap, when upper steel board concrete shear wall is installed, as long as be just reference with built-in fitting, first aim at erection bolt and do temporary fixed, then carry out welding.Can ensure that shear wall is correctly and reliably in place like this; During design ground level of also not constructing in flooring, the final grouting gap left between angle steel and cast concrete base seat, adopt method of temporarily fixing, upper load is enable directly to pass to cast concrete base seat, when formally constructing in flooring, it leaves final grouting gap and completes closed construction simultaneously.
Claims (4)
1. the basic embedded part structure of a steel plate concrete shear wall, it is characterized in that: include two pre-buried shaped steel in the Transducers Embedded in Concrete base seat of bottom, and with two angle steel be fixedly connected with vertical in the middle part of two described pre-buried shaped steel, on described angle steel, uniform welding has the cast-in fixing bolt b in the Transducers Embedded in Concrete base seat of bottom.
2. the basic embedded part structure of a kind of steel plate concrete shear wall according to claim 1, is characterized in that: in described pre-buried shaped steel Transducers Embedded in Concrete base seat, the periphery of part is welded with peg.
3. the basic embedded part structure of a kind of steel plate concrete shear wall according to claim 1 and 2, is characterized in that: described pre-buried shaped steel bottom welding has bottom sealing plate, bottom sealing plate is fixedly connected with the cast-in fixing bolt a to downward-extension.
4. a steel plate concrete shear wall and basic syndeton, it is characterized in that: top, described basis is connected with built-in fitting, described built-in fitting includes two pre-buried shaped steel in the Transducers Embedded in Concrete base seat of bottom, and with two angle steel be fixedly connected with vertical in the middle part of two described pre-buried shaped steel; Described steel plate concrete shear wall includes two steel sheets be arranged in parallel, two the rigid edge components fixedly welded with steel sheet both sides, concrete is filled with in the space that two steel sheets and two rigid edge components surround, steel-sheet bottom exceedes the bottom of rigid edge component, form the breach of right angle type between rigid edge component bottom and steel sheet lower side, the part that described breach is positioned at above angle steel with two pre-buried shaped steel on described basis matches.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520494030.2U CN204919829U (en) | 2015-07-07 | 2015-07-07 | Steel plate concrete shear force wall and basic connection structure and basic built -in fitting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520494030.2U CN204919829U (en) | 2015-07-07 | 2015-07-07 | Steel plate concrete shear force wall and basic connection structure and basic built -in fitting structure |
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| Publication Number | Publication Date |
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| CN204919829U true CN204919829U (en) | 2015-12-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520494030.2U Expired - Fee Related CN204919829U (en) | 2015-07-07 | 2015-07-07 | Steel plate concrete shear force wall and basic connection structure and basic built -in fitting structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649214A (en) * | 2016-03-21 | 2016-06-08 | 上海核工程研究设计院 | Embedded parts for steel plate-concrete structures |
| CN107460949A (en) * | 2017-09-23 | 2017-12-12 | 辽宁福瑞达建筑科技有限公司 | A kind of lightweight steel construction assembles the chassis system of decoration integrated building |
| CN109056774A (en) * | 2018-09-21 | 2018-12-21 | 苏州光彩建筑钢品有限公司 | A kind of wall foundation structure of integrated fashioned iron class house |
-
2015
- 2015-07-07 CN CN201520494030.2U patent/CN204919829U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649214A (en) * | 2016-03-21 | 2016-06-08 | 上海核工程研究设计院 | Embedded parts for steel plate-concrete structures |
| CN107460949A (en) * | 2017-09-23 | 2017-12-12 | 辽宁福瑞达建筑科技有限公司 | A kind of lightweight steel construction assembles the chassis system of decoration integrated building |
| CN107460949B (en) * | 2017-09-23 | 2023-02-24 | 辽宁福瑞达建筑科技有限公司 | Chassis system of light steel structure assembly and decoration integrated building |
| CN109056774A (en) * | 2018-09-21 | 2018-12-21 | 苏州光彩建筑钢品有限公司 | A kind of wall foundation structure of integrated fashioned iron class house |
| CN109056774B (en) * | 2018-09-21 | 2024-01-30 | 苏州光彩建筑钢品有限公司 | Wall foundation structure of integrated steel type house |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151230 Termination date: 20160707 |
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| CF01 | Termination of patent right due to non-payment of annual fee |