CN211472958U - Integral concrete structure of steel frame shear wall structure - Google Patents
Integral concrete structure of steel frame shear wall structure Download PDFInfo
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- CN211472958U CN211472958U CN201921715549.3U CN201921715549U CN211472958U CN 211472958 U CN211472958 U CN 211472958U CN 201921715549 U CN201921715549 U CN 201921715549U CN 211472958 U CN211472958 U CN 211472958U
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Abstract
The utility model provides a whole concrete structure of steel frame shear wall structure, including vertical construction, L type angle steel and pass through L type angle steel with the horizontal structure that vertical construction connects, vertical construction include many shaped steel strength nature posts with connect in steel rib post core section of thick bamboo wall body between the shaped steel strength nature post, horizontal structure includes the steel bar truss board and erects in shaped steel roof beam between the steel rib post core section of thick bamboo wall body, the steel bar truss board place in on the L type angle steel and ligature in on the shaped steel roof beam, later pour horizontal structure concrete. Compared with the prior art, the utility model has the advantages of as follows: the construction period can be saved, the construction progress is accelerated, and the construction quality and safety can be ensured.
Description
[ technical field ] A method for producing a semiconductor device
The utility model relates to a construction technical field especially relates to a whole concrete structure of steel frame shear wall structure.
[ background of the invention ]
Generally, the steel frame shear wall structure comprises a steel frame structure, the steel frame structure needs to be connected firmly by using a connecting structure, however, the number of components needing to be assembled by adopting the mode of adding bolts by using a connecting plate in the conventional steel frame structure is large, the used bolts can protrude out of the surface of a beam or a column, the surface of the beam or the column is not flat, the connecting part is difficult to process when the wallboard and the steel frame structure are connected, a large amount of equipment and manpower are needed to be used in the connection mode related to welding, therefore, in the process of assembling the steel frame shear wall structure by adopting the prior art, the field construction is complex, the construction efficiency is low, and the construction quality is difficult to guarantee.
[ Utility model ] content
An object of the utility model is to provide a whole concrete structure of steel frame shear wall structure, its technical problem that can solve the background art and relate to.
The technical scheme of the utility model as follows:
the utility model provides a whole concrete structure of steel frame shear wall structure, includes vertical construction, L type angle steel and passes through L type angle steel with the horizontal structure that vertical construction connects, vertical construction includes many shaped steel strength nature posts and connect in steel skeleton post core section of thick bamboo wall body between the shaped steel strength nature post, horizontal structure includes the steel bar truss board and erects in shaped steel roof beam between the steel skeleton post core section of thick bamboo wall body, the steel bar truss board place in on the L type angle steel and ligature in on the shaped steel roof beam, later horizontal pouring structure concrete.
As an improvement of the utility model, the steel bar truss plate stress edge and the steel rib column core tube wall body position is provided with the back-added steel beam.
As an improvement of the utility model, the horizontal component and the vertical structure are connected by bolt welding.
As an improvement of the present invention, the steel section beam is selected from C16a, C20a, HM294x200x8x12, and HW300x300x10x 15.
As an improvement of the utility model, the steel bar truss plates are laid into the steel rib column core tube wall body is 1.5 cm.
As an improvement of the utility model, the steel skeleton post core tube wall body adopts the 15mm thick multiply wood, and the secondary joist is 50X 3mm steel ladle wood, and the main joist is 48mm diameter steel pipe.
As an improvement of the utility model, the shaped steel roof beam edge is placed the position and is 400mm apart from core section of thick bamboo wall structure.
Compared with the prior art, the utility model has the advantages of as follows: the construction period can be saved, the construction progress is accelerated, and the construction quality and safety can be ensured.
[ description of the drawings ]
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained without inventive work, wherein:
fig. 1 is the schematic view of the whole concrete structure of the steel frame shear wall structure of the present invention.
[ detailed description ] embodiments
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Please refer to fig. 1, the utility model provides a whole concrete structure of steel frame shear wall structure, including vertical construction, L type angle steel and pass through L type angle steel with the horizontal structure of vertical structural connection, vertical construction includes many shaped steel strength nature posts 1 and connect in steel skeleton post core section of thick bamboo wall body 2 between the shaped steel strength nature post 1, horizontal structure includes steel bar truss plate 3 and erects in shaped steel roof beam 4 between the steel skeleton post core section of thick bamboo wall body 2, steel bar truss plate 3 place in on the L type angle steel and ligature in on shaped steel roof beam 4, later pour horizontal structure concrete.
It should be further explained that the horizontal member and the vertical structure are connected by bolt welding, and before the steel bar truss plates 3 are laid, after calculation, rear steel beams 5 are arranged on the stress edges of the steel bar truss plates 3 and the steel bar column core tube wall body 2, so as to solve the problem of deformation caused by overlong overhanging sections of the steel bar truss plates 3.
And the steel bar truss plates 3 are paved into the steel rib column core tube wall body by 1.5cm, then horizontal structural steel bars are bound, and vertical and horizontal structural concrete is integrally poured.
The steel rib column core tube wall body 2 is a 15mm thick multilayer board, the secondary keel is 50 x 3mm steel clad wood, the main keel is a 48mm diameter steel pipe, the periphery of the main keel is supported by the steel bar truss plates 3, rear steel adding beams 5 are respectively added, and the rear steel adding beams 5 can be channel steel and I-shaped steel. The edge of the rear added steel beam 5 is placed 400mm away from the steel column core tube wall, so that an operation space is reserved when the wall formwork is erected.
The section steel beam is selected from C16a, C20a, HM294x200x8x12 and HW300x300x10x15, and the horizontal structure and the vertical structure can be poured at one time.
The added steel beam 5 should simultaneously meet the ① deformation
Should be less than
② stress
Wherein
Less than 300Mpa, where q is the uniform load per unit area (the calculation range is detailed in the area a in fig. 1), L is the length of the rear-added steel beam, and E is 2.05 × 105H is the height of the post-added steel beam, t is the thickness of the web of the post-added steel beam, and I is the moment of inertia [2 is the area of the top flange of the steel beam-
Compared with the prior art, the utility model has the advantages of as follows: the construction period can be saved, the construction progress is accelerated, and the construction quality and safety can be ensured.
While the embodiments of the invention have been disclosed above, it is not limited to the applications set forth in the description and embodiments, but is capable of being applied in all kinds of fields adapted to the invention, and further modifications may readily be made by those skilled in the art, and the invention is therefore not limited to the details shown and described herein, without departing from the general concept defined by the claims and their equivalents.
Claims (7)
1. The utility model provides a whole concrete structure of steel frame shear wall structure, its characterized in that, include vertical construction, L type angle steel and pass through L type angle steel with the horizontal structure of vertical structural connection, vertical construction includes many shaped steel strength nature posts and connect in steel rib post core section of thick bamboo wall body between the shaped steel strength nature post, horizontal structure includes the steel bar truss board and erects in shaped steel roof beam between the steel rib post core section of thick bamboo wall body, the steel bar truss board place in on the L type angle steel and ligature in on the shaped steel roof beam, later pour horizontal structure concrete.
2. The integral concrete structure of a steel frame shear wall structure according to claim 1, wherein the steel reinforced beams are added after the stress edges of the steel reinforced truss plates and the core tube wall body of the steel reinforced column are arranged.
3. The steel frame shear wall structure integral concrete structure of claim 1, wherein the horizontal member and the vertical member are connected by bolting.
4. The integral concrete structure of a steel frame shear wall structure of claim 1, wherein the section steel beam is selected from the group consisting of C16a, C20a, HM294x200x8x12, and HW300x300x10x 15.
5. The steel frame shear wall structure integral concrete structure of claim 1, wherein the steel bar truss plates are laid 1.5cm into the steel column core tube wall body.
6. The steel frame shear wall structure integral concrete structure as claimed in claim 1 or 2, wherein the steel reinforced column core tube wall body adopts a 15mm thick multi-layer plate, the secondary keel is 50 x 3mm steel clad wood, and the main keel is a 48mm diameter steel pipe.
7. The steel frame shear wall structure integral concrete structure of claim 1, wherein the profiled steel beam edge is placed 400mm away from the core cylinder wall structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921715549.3U CN211472958U (en) | 2019-10-14 | 2019-10-14 | Integral concrete structure of steel frame shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921715549.3U CN211472958U (en) | 2019-10-14 | 2019-10-14 | Integral concrete structure of steel frame shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211472958U true CN211472958U (en) | 2020-09-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921715549.3U Active CN211472958U (en) | 2019-10-14 | 2019-10-14 | Integral concrete structure of steel frame shear wall structure |
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| Country | Link |
|---|---|
| CN (1) | CN211472958U (en) |
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2019
- 2019-10-14 CN CN201921715549.3U patent/CN211472958U/en active Active
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