CN216840058U - Prefabricated assembly type shear wall with lateral connection steel frame - Google Patents
Prefabricated assembly type shear wall with lateral connection steel frame Download PDFInfo
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- CN216840058U CN216840058U CN202122484433.7U CN202122484433U CN216840058U CN 216840058 U CN216840058 U CN 216840058U CN 202122484433 U CN202122484433 U CN 202122484433U CN 216840058 U CN216840058 U CN 216840058U
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Abstract
The utility model provides a prefabricated assembled shear force wall of steel frame is connected to area side direction is located reinforced concrete wall body center through intermediate junction spare, and the diagonal bar is passed through in the four corners and the angle connection steel frame is connected. The diagonal rods play a role in connection and support, 4 diagonal rods, 4 angle plates and the middle connecting piece are arranged inside the reinforced concrete wall body and fixedly connected with each other to form a cross-shaped structure, and the left steel frame and the right steel frame are connected into a whole. The 2 steel frames are symmetrically arranged on two sides of the reinforced concrete wall body. The middle connecting piece, the diagonal rod, the angle plate and the steel frame are sequentially connected to form a rigid whole, can be used for lateral quick connection of prefabricated assembled concrete shear wall components, improves the construction efficiency of a prefabricated concrete structure, and can be used for solving the problems of large difficulty in quality control, complex process, low construction efficiency and the like caused by steel bar lap joint in a reserved post-pouring area at the vertical joint of the prefabricated shear wall components.
Description
Technical Field
The utility model relates to a take steel frame's prefabricated assembled shear force wall is connected to side direction.
Background
Compared with the traditional building structure, the assembly type concrete building adopts an industrialized construction mode, and through standardized design, industrialized production, mechanized construction and installation, informatization management and wet operation are dry operation, so that the assembly type concrete building has great advantages in the aspects of ensuring the building quality, improving the production efficiency, lightening the labor intensity, reducing the environmental pollution and the like, and is widely popularized in various places. The assembled concrete shear wall structure is an integral concrete shear wall structure formed by wholly or partially adopting prefabricated wall plate components and post-pouring concrete and cement-based grouting materials in a reliable connection mode, and is rapidly developed in China in recent years. The vertical seam of prefabricated assembled concrete shear wall structure generally adopts the form of overlap joint in the water district after reserving, needs template scaffold frame to assist and carries out on-the-spot wet work, is not conform to on-the-spot industrialization operation mode, and the quality management and control degree of difficulty is big, and the process is complicated, causes the influence to the construction quality and the time limit for a project of prefabricated building to a certain extent.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a take steel frame's prefabricated assembled shear force wall is connected to side direction.
In order to solve the problem, the utility model provides a take steel frame's prefabricated assembled shear force wall is connected to side direction, include:
a reinforced concrete wall;
the steel frames are respectively and symmetrically connected to two sides of the reinforced concrete wall body, the top and the bottom of each steel frame are respectively and fixedly connected with an angle plate, and each angle plate is respectively positioned on one angle of the reinforced concrete wall body;
the middle connecting piece is fixed at the central position in the reinforced concrete wall body;
the diagonal rods are fixed in the reinforced concrete wall body, one end of each diagonal rod is connected with the intermediate connecting piece, and the other end of each diagonal rod is connected with an angle plate.
Furthermore, in the prefabricated shear wall with the lateral connection steel frame, the inclined rods are made of steel pipe fittings.
Further, in the prefabricated shear wall with a laterally connected steel frame, the steel frame includes:
the first side plate and the second side plate are arranged in parallel at intervals;
the two ends of the transverse partition plate are respectively connected with the first side plate and the second side plate;
and the vertical connecting plate is respectively connected with the second side plate and the reinforced concrete wall body.
Further, in the prefabricated shear wall with the laterally connected steel frame, the prefabricated shear wall further comprises:
and one end sealing plate is fixed at the top ends of the first side plate and the second side plate, and the other end sealing plate is fixed at the bottom ends of the first side plate and the second side plate.
Furthermore, in the prefabricated shear wall with the lateral connection steel frame, a plurality of connecting holes are formed in the first side plate at intervals, and two adjacent prefabricated shear walls with the lateral connection steel frame are connected and fixed through bolts respectively penetrating through the connecting holes of the first side plate of each steel frame.
Furthermore, in the prefabricated shear wall with the lateral connection steel frame, the position of the diaphragm plate is staggered with the position of the connection hole.
Furthermore, in the prefabricated shear wall with the lateral connecting steel frames, a plurality of reinforcing steel bar holes are distributed on the vertical connecting plates, and reinforcing steel bars of the reinforced concrete wall body are inserted and connected with the reinforcing steel bar holes.
Further, in the prefabricated shear wall with the lateral connection steel frame, the angle plates 4 are respectively arranged at the top and the bottom of the second side plate.
Further, in the prefabricated shear wall with the lateral connection steel frame, the vertical connection plate is connected with the second side plate through a first stud.
Further, in the prefabricated shear wall with the lateral connection steel frame, the vertical connecting plate is connected with the reinforced concrete wall body through a second stud.
Compared with the prior art, the utility model discloses an intermediate junction spare is located reinforced concrete wall body center, and the steel framework is connected through down tube and scute in the four corners. The diagonal rods play a role in connection and support, 4 diagonal rods, 4 angle plates and the middle connecting piece are arranged inside the reinforced concrete wall body and fixedly connected with each other to form a cross-shaped structure, and the left steel frame and the right steel frame are connected into a whole. The 2 steel frames are symmetrically arranged on two sides of the reinforced concrete wall body. The intermediate connecting piece 2, the diagonal rod 3, the angle plate 4 and the steel frame 5 are sequentially connected to form a rigid whole, can be used for lateral quick connection of prefabricated concrete shear wall components, improve the construction efficiency of a prefabricated concrete structure, and can be used for solving the problems of large difficulty of quality control, complex process, low construction efficiency and the like caused by steel bar lap joint in a reserved post-cast area at the vertical joint of the prefabricated shear wall components.
The utility model provides a take prefabricated assembled shear force wall of steel frame is connected to side direction for the horizontal side direction high-efficient connection of prefabricated assembled concrete shear force wall component. Through the bolted connection of the steel frames on the two sides of the shear wall, the complicated connection mode of reserving the vertical post-cast strip for the lateral steel bars of the shear wall is changed, so that the operation difficulty of workers is greatly reduced, the construction process is simplified, the construction efficiency and the installation quality are improved, and the accuracy and the reliability of the horizontal lateral connection of the prefabricated concrete shear wall component are improved.
Drawings
Fig. 1 is a perspective view of a prefabricated shear wall with a lateral connection steel frame according to an embodiment of the present invention;
fig. 2 is a top view of a prefabricated shear wall with a laterally attached steel frame according to an embodiment of the present invention;
fig. 3 is a perspective view of a steel frame according to an embodiment of the present invention;
fig. 4 is a side view of a steel frame according to an embodiment of the present invention;
fig. 5 is a top view of a steel frame according to an embodiment of the present invention;
fig. 6 is a cross-sectional view of a steel frame according to an embodiment of the present invention
The reinforced concrete wall comprises a reinforced concrete wall body 1, a middle connecting piece 2, an inclined rod 3, an angle plate 4, a steel frame 5, a first side plate 6, a second side plate 7, a vertical connecting plate 8, a transverse partition plate 9, a head sealing plate 10 and a connecting hole 11.
Detailed Description
In order to make the above objects, features and advantages of the present invention more comprehensible, the present invention is described in detail with reference to the accompanying drawings and the detailed description.
As shown in FIGS. 1-2, the utility model provides a take prefabricated assembled shear force wall of steel frame is connected to side direction, include:
a reinforced concrete wall body 1;
the steel frames 5 are respectively and symmetrically connected to two sides of the reinforced concrete wall 1, the top and the bottom of each steel frame 5 are respectively and fixedly connected with an angle plate 4, and each angle plate 4 is respectively positioned on one corner of the reinforced concrete wall 1;
the middle connecting piece 2 is fixed at the central position in the reinforced concrete wall body 1;
the inclined rods 3 are fixed in the reinforced concrete wall body 1, one end of each inclined rod 3 is connected with the middle connecting piece 2, and the other end of each inclined rod 3 is connected with an angle plate 4.
Here, the utility model discloses an intermediate junction spare is located reinforced concrete wall body center, and the steel framework is connected through down tube and scute in the four corners. The diagonal rods play a role in connection and support, 4 diagonal rods, 4 angle plates and the middle connecting piece are arranged inside the reinforced concrete wall body and fixedly connected with each other to form a cross-shaped structure, and the left steel frame and the right steel frame are connected into a whole. The 2 steel frames are symmetrically arranged on two sides of the reinforced concrete wall body. The intermediate connecting piece 2, the diagonal rod 3, the angle plate 4 and the steel frame 5 are sequentially connected to form a rigid whole, can be used for lateral quick connection of prefabricated concrete shear wall components, improve the construction efficiency of a prefabricated concrete structure, and can be used for solving the problems of large difficulty of quality control, complex process, low construction efficiency and the like caused by steel bar lap joint in a reserved post-cast area at the vertical joint of the prefabricated shear wall components.
The utility model provides a take steel frame's prefabricated assembled shear force wall is connected to side direction for the high-efficient connection of prefabricated assembled concrete shear force wall component level side direction. Through the bolted connection of the steel frames on the two sides of the shear wall, the complicated connection mode of reserving the vertical post-cast strip for the lateral steel bars of the shear wall is changed, so that the operation difficulty of workers is greatly reduced, the construction process is simplified, the construction efficiency and the installation quality are improved, and the accuracy and the reliability of the horizontal lateral connection of the prefabricated concrete shear wall component are improved.
The utility model discloses a take in the prefabricated assembled shear force wall embodiment of steel frame is connected to side direction, the material of down tube is shaped steel pipe spare.
As shown in fig. 3-6, in an embodiment of the prefabricated shear wall with a lateral connection steel frame of the present invention, the steel frame 5 includes:
a first side plate 6 and a second side plate 7 which are arranged in parallel at a preset distance;
the transverse partition plate 9 is connected with the first side plate 6 and the second side plate 7 at two ends of the transverse partition plate 9 respectively;
and the vertical connecting plate 8 is connected with the second side plate 7 and the reinforced concrete wall body 1 respectively.
Here, the steel frame is composed of 1 first side plate 6, 1 second side plate 7, 2 vertical connecting plates 8, a plurality of transverse partition plates 9, and 2 head sealing plates 10. The transverse partition plate 9 is positioned between the first side plate 6 and the second side plate 7, and the first side plate 6 and the second side plate 7 are connected into a whole through a plurality of transverse partition plates. And 2 vertical connecting plates 8 are fixedly arranged on one side of the second side plate 7 close to the reinforced concrete wall.
As shown in fig. 3-6, the prefabricated shear wall with a lateral connection steel frame of the present invention further includes:
and the end sealing plates 10 are respectively fixed at the top ends of the first side plate 6 and the second side plate 7 by one end sealing plate 10, and the bottom ends of the first side plate 6 and the second side plate 7 by the other end sealing plate 10.
As shown in fig. 3-4, in an embodiment of the prefabricated shear wall with a lateral connection steel frame of the present invention, the first side plate 6 is provided with a plurality of connecting holes 11 at intervals, and two adjacent prefabricated shear walls with lateral connection steel frames are fixed by bolts respectively passing through the connecting holes 11 of the first side plate 6 of each steel frame.
Here, a plurality of connecting holes 11 are formed in the first side plate 6 at intervals, and the first side plate can be fixedly connected with the connecting hole 11 of the first side plate 6 of another adjacent steel frame with a prefabricated assembly type shear wall for laterally connecting the steel frame through a bolt.
As shown in fig. 3-4, in an embodiment of the prefabricated shear wall with a lateral connection steel frame of the present invention, the position of the diaphragm plate 9 is staggered with the position of the connection hole 11.
Here, the diaphragm plate 9 avoids the position of the connection hole 11 to leave a connection operation space of the bolt.
The utility model discloses a prefabricated shear force wall of steel frame is connected to area side direction in an embodiment, it is provided with a plurality of reinforcing bar holes to distribute on the perpendicular board 8 that links, the reinforcing bar interlude of reinforced concrete wall body 1 is connected the reinforcing bar hole.
Here, a plurality of reinforcing steel bar holes are distributed on the vertical connecting plate 8, so as to be convenient for inserting connection with the reinforcing steel bars of the reinforced concrete wall body 1.
In an embodiment of the prefabricated shear wall with the lateral connecting steel frame of the present invention, the angle plate 4 is disposed at the top and the bottom of the second side plate 7 respectively.
Here, the second side plate 7 is fixedly connected at the top and bottom thereof with a gusset 4, respectively, and the steel frame is connected to the diagonal members 3 through the gusset 4.
In an embodiment of the prefabricated shear wall with the lateral connection steel frame, the vertical connecting plate 8 is connected with the second side plate 7 through a first stud;
the vertical connecting plate 8 is connected with the reinforced concrete wall body 1 through a second stud.
Here, the vertical connection plate 8 may be provided with a plurality of studs to reinforce the connection of the steel frame and the reinforced concrete wall.
According to wall thickness, can set up 2 above risers 8 on steel frame's second curb plate 7 to strengthen joint strength.
The steel frame can be made into standard parts with various specifications according to the modulus of the component so as to match prefabricated wall components with different sizes.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
It will be apparent to those skilled in the art that various changes and modifications may be made to the present invention without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (10)
1. The utility model provides a take prefabricated assembled shear force wall of steel frame is connected to side direction which characterized in that includes:
a reinforced concrete wall;
the steel frames are respectively and symmetrically connected to two sides of the reinforced concrete wall body, the top and the bottom of each steel frame are respectively and fixedly connected with an angle plate, and each angle plate is respectively positioned on one angle of the reinforced concrete wall body;
the middle connecting piece is fixed at the central position in the reinforced concrete wall body;
the diagonal rods are fixed in the reinforced concrete wall body, one end of each diagonal rod is connected with the intermediate connecting piece, and the other end of each diagonal rod is connected with an angle plate.
2. A prefabricated shear wall with a laterally attached steel frame according to claim 1, wherein said diagonal members are made of steel pipe sections.
3. A prefabricated shear wall with a laterally attached steel frame according to claim 1, wherein said steel frame comprises:
the first side plate and the second side plate are arranged in parallel at intervals;
the two ends of the transverse partition plate are respectively connected with the first side plate and the second side plate;
and the vertical connecting plate is respectively connected with the second side plate and the reinforced concrete wall body.
4. A prefabricated shear wall with a laterally connected steel frame according to claim 3, further comprising:
and one end sealing plate is fixed at the top ends of the first side plate and the second side plate, and the other end sealing plate is fixed at the bottom ends of the first side plate and the second side plate.
5. The prefabricated shear wall with the lateral connecting steel frame of claim 3, wherein a plurality of connecting holes are formed in the first side plate at intervals, and two adjacent prefabricated shear walls with the lateral connecting steel frame are fixed through bolts respectively penetrating through the connecting holes of the first side plate of the respective steel frame.
6. The prefabricated shear wall with a laterally connected steel frame of claim 5, wherein the diaphragms are positioned offset from the connection holes.
7. The prefabricated shear wall with lateral connecting steel frames according to claim 4, wherein a plurality of reinforcing steel bar holes are distributed on the vertical connecting plates, and reinforcing steel bars of the reinforced concrete wall body are inserted and connected with the reinforcing steel bar holes.
8. A prefabricated shear wall with a laterally connected steel frame according to claim 4, wherein said corner panels are provided at the top and bottom of said second side panel, respectively.
9. The prefabricated shear wall with a laterally connected steel frame of claim 4, wherein the riser is connected to the second side panel by a first stud.
10. The prefabricated shear wall with a laterally connected steel frame of claim 4, wherein the vertical connection plates are connected with the reinforced concrete wall body through second studs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122484433.7U CN216840058U (en) | 2021-10-14 | 2021-10-14 | Prefabricated assembly type shear wall with lateral connection steel frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122484433.7U CN216840058U (en) | 2021-10-14 | 2021-10-14 | Prefabricated assembly type shear wall with lateral connection steel frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216840058U true CN216840058U (en) | 2022-06-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122484433.7U Active CN216840058U (en) | 2021-10-14 | 2021-10-14 | Prefabricated assembly type shear wall with lateral connection steel frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216840058U (en) |
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2021
- 2021-10-14 CN CN202122484433.7U patent/CN216840058U/en active Active
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