CN216075233U - Membrane shell shear wall for connecting station platen and truss floor bearing plate - Google Patents
Membrane shell shear wall for connecting station platen and truss floor bearing plate Download PDFInfo
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- CN216075233U CN216075233U CN202121821695.1U CN202121821695U CN216075233U CN 216075233 U CN216075233 U CN 216075233U CN 202121821695 U CN202121821695 U CN 202121821695U CN 216075233 U CN216075233 U CN 216075233U
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Abstract
The utility model discloses a membrane shell shear wall for connecting a station platen and a truss floor bearing plate, which comprises an outer wall plate and a steel bar framework, wherein the outer wall plate is provided with a connecting hole, a connecting fastener is arranged at the joint of the steel bar framework and the outer wall plate, the connecting fastener penetrates through the connecting hole to connect and fix the steel bar framework and the outer wall plate, a framework connecting fastener is arranged at the joint of the steel bar framework and a station, and a framework bulge part is arranged at the connecting end of the steel bar framework and the truss floor bearing plate.
Description
Technical Field
The utility model belongs to the field of fabricated buildings, and particularly relates to a membrane shell shear wall for connecting a station platen and a truss floor support plate.
Background
At present, the wall body for connecting a subway station and a platform plate of the urban rail transit at home mainly adopts a reinforced concrete shear wall, and the traditional working procedures of supporting a template, binding reinforcing steel bars, pouring concrete and detaching the template exist in the construction process, so that the problems of multiple site construction procedures, multiple labor force, complex construction, complex equipment, long engineering period, easy construction operation disorder, poor operation environment, personnel safety and the like exist in the construction process; therefore, the membrane shell shear wall for connecting the station bedplate and the truss floor bearing plate is designed, is convenient to install and disassemble, has good waterproof and fireproof performance and higher strength, reduces the maintenance and replacement cost, simplifies the construction process, and has important significance for the construction application of the shear wall.
SUMMERY OF THE UTILITY MODEL
Aiming at the problems, the utility model discloses a membrane shell shear wall for connecting a station plate and a truss floor bearing plate, and adopts the technical scheme that:
the utility model provides a connect membrane shell shear force wall of station platen and truss building carrier plate, membrane shell shear force wall includes side fascia and framework of steel reinforcement, the side fascia is equipped with the connecting hole, framework of steel reinforcement with the side fascia junction is equipped with the connection fastener, it passes to connect the fastener the connecting hole will framework of steel reinforcement with the side fascia is connected fixedly, framework of steel reinforcement and station board junction are equipped with the skeleton connector link, framework of steel reinforcement and truss building carrier plate link are equipped with the skeleton bellying.
Further, the steel bar framework main body is a double-layer bidirectional steel bar.
Furthermore, expansion bolts are pre-embedded at the joints of the station board and the membrane shell shear wall and are fixedly connected with the framework connecting buckles.
Further, the skeleton bellying does the upwards protruding formation of framework of steel reinforcement, truss building carrier plate with the skeleton bellying is connected fixedly.
Furthermore, a reinforcing mesh or a steel strand is arranged in the external wall panel, and the external wall panel is an integrated structure formed by pouring ultrahigh-strength concrete.
The utility model has the following beneficial effects:
according to the membrane shell shear wall for connecting the station platen and the truss floor bearing plate, the obtained membrane shell shear wall is very convenient to mount and dismount through the arrangement of the structures such as the external wall plate, the steel bar framework, the embedded bolts, the framework connecting buckles and the framework protruding parts, the construction site of the membrane shell shear wall is simplified, the construction efficiency of the site is improved, the components such as the external wall plate and the like are favorable for batch production in a factory, the cost is reduced, the quality of the components is ensured, and the membrane shell shear wall has important significance for ensuring the final construction quality.
Description of the drawings:
FIG. 1 is a schematic view of a membrane shell shear wall structure connecting a station platen and a truss floor deck according to the present invention;
FIG. 2 is a schematic view of a connection structure of a membrane shell shear wall and a truss floor support plate for connecting a station platen and the truss floor support plate according to the present invention;
FIG. 3 is a schematic view of a connection structure of a membrane shell shear wall and a platform plate for connecting a platform plate and a truss floor deck according to the present invention;
the reference numbers in the figures are: the building external wall comprises an external wall plate-1, a steel reinforcement framework-2, connecting holes-3, framework connecting buckles-4, truss floor bearing plates-5, framework convex parts-6 and expansion bolts-7.
The specific implementation mode is as follows:
for better understanding of the technical solutions of the present invention, the following detailed descriptions of the embodiments of the present invention are provided with reference to the accompanying drawings.
As shown in fig. 1, fig. 1 is a schematic diagram of a membrane shell shear wall for connecting a station platen and a truss floor support plate according to the utility model, the membrane shell shear wall for connecting the station platen and the truss floor support plate comprises an external wall plate 1 and a steel bar framework 2, the external wall plate is provided with a connecting hole 3, a connecting fastener is arranged at the connecting position of the steel bar framework 2 and the external wall plate 1, the connecting fastener penetrates through the connecting hole 3 to connect and fix the steel bar framework 2 and the external wall plate 1, a framework connecting buckle 4 is arranged at the connecting position of the steel bar framework 2 and a platform plate, and a framework bulge 6 is arranged at the connecting end of the steel bar framework 2 and the truss floor support plate 5; the main body of the steel bar framework 2 is a double-layer bidirectional steel bar; expansion bolts 7 are embedded at the joints of the station plates and the membrane shell shear wall, and the expansion bolts 7 are fixedly connected with the framework connecting buckles 4; the framework bulge part 6 is formed by upwards bulging the steel bar framework, and the truss floor bearing plate 5 is fixedly connected with the framework bulge part 6; be equipped with reinforcing bar net or steel strand wires in the side fascia 1, side fascia 1 is the integrated structure that ultrahigh strength concrete poured formed.
The connection between the membrane shell shear wall and the truss floor bearing plate and the station plate is partially enlarged in the figures 2 and 3, so that the relevant structural connection characteristics can be more clearly shown.
In the actual work progress, fix framework of steel reinforcement 2 earlier through pre-buried bolt 7 on the station platen, the rethread is connected the fastener and is connected side fascia 1 and framework of steel reinforcement 2, and the ultrahigh strength ability concrete shutoff is filled to the bottom, prevents that the side fascia from shifting and leaking thick liquid, and the back is accomplished in the wall body installation, places truss floor carrier plate 5 on the membrane shell shear force wall, according to the design requirement, accomplishes the anchor of reinforcing bar.
The embodiments of the present invention are further explained above with reference to the drawings, but the present invention is not limited to the described embodiments. It will be apparent to those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, and the scope of the utility model is to be accorded the broadest interpretation so as to encompass all such modifications and alterations as is within the broadest scope of the appended claims.
Claims (5)
1. The utility model provides a connect membrane shell shear force wall of station platen and truss building carrier plate, its characterized in that, membrane shell shear force wall includes side fascia and framework of steel reinforcement, the side fascia is equipped with the connecting hole, framework of steel reinforcement with the side fascia junction is equipped with the connection fastener, it passes to connect the fastener the connecting hole will framework of steel reinforcement with the side fascia is connected fixedly, framework of steel reinforcement and station board junction are equipped with the skeleton connector link, framework of steel reinforcement and truss building carrier plate link are equipped with the skeleton bellying.
2. The membrane shell shear wall of claim 1, wherein the skeletal framework body is a double layer of bi-directional rebar.
3. The membrane shell shear wall for connecting the station plate and the truss floor bearing plate according to claim 1, wherein expansion bolts are embedded at the joints of the station plate and the membrane shell shear wall and are fixedly connected with the framework connecting buckles.
4. The membrane shell shear wall of claim 1, wherein the rib cage protrusions are formed by upward protrusions of the steel rib cage, and the truss floor deck is fixedly connected with the rib cage protrusions.
5. The membrane shell shear wall for connecting a station plate and a truss floor deck according to claim 1, wherein the outer wall plate is provided with a reinforcing mesh or a steel strand, and the outer wall plate is an integrated structure formed by pouring ultrahigh-strength concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121821695.1U CN216075233U (en) | 2021-08-05 | 2021-08-05 | Membrane shell shear wall for connecting station platen and truss floor bearing plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121821695.1U CN216075233U (en) | 2021-08-05 | 2021-08-05 | Membrane shell shear wall for connecting station platen and truss floor bearing plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216075233U true CN216075233U (en) | 2022-03-18 |
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ID=80667868
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121821695.1U Active CN216075233U (en) | 2021-08-05 | 2021-08-05 | Membrane shell shear wall for connecting station platen and truss floor bearing plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216075233U (en) |
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2021
- 2021-08-05 CN CN202121821695.1U patent/CN216075233U/en active Active
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