CN216552657U - Precast concrete side fascia - Google Patents
Precast concrete side fascia Download PDFInfo
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- CN216552657U CN216552657U CN202123080014.3U CN202123080014U CN216552657U CN 216552657 U CN216552657 U CN 216552657U CN 202123080014 U CN202123080014 U CN 202123080014U CN 216552657 U CN216552657 U CN 216552657U
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- rack
- precast concrete
- external wall
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Abstract
The utility model discloses a precast concrete external wall panel, which comprises an external wall body and a steel skeleton net rack embedded in the external wall body, wherein two opposite sides of the external wall body are respectively provided with a supporting component, each supporting component comprises supporting blocks symmetrically hinged at the lower end of the external wall body, and the supporting blocks can be outwards swung out to be vertical to the external wall body; through being equipped with supporting component in the both sides of outer wall body, the accessible makes supporting shoe and outer wall body be the vertical state with the supporting shoe outwards swing to need not the setting of external support frame, only need through the supporting shoe with the outer wall body support can, and then be convenient for the fixed depositing after the outer wall body preparation is accomplished, be convenient for simultaneously transport and transport, can further improve the economic benefits of enterprise.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a precast concrete external wall panel.
Background
The prefabricated concrete wall board is a reinforced concrete plate member for building assembly, which is called wall board or wall board for short, and is made in prefabricated plant or building site. The prefabricated concrete wall panel is adopted to build the assembled large-panel building, the factory and mechanical construction degree can be improved, the field wet operation is reduced, the field labor is saved, the seasonal influence is overcome, the building construction period is shortened, and the concrete prefabricated wall panel is divided into an inner wall panel and an outer wall panel according to the use function.
The existing concrete prefabricated external wall panel mainly comprises a steel reinforcement framework and a concrete layer, wherein the steel reinforcement framework is laid in a mould, then concrete is poured, and finally the prefabricated external wall panel is formed. After the outer wallboard is manufactured, an external support frame is required to support the outer wallboard, so that the outer wallboard is convenient to fix and place in a production field; but because sometimes can't be timely call the support frame to unable messenger's side fascia is fixed, causes the hindrance to the side fascia production, and then has reduced the efficiency of production.
SUMMERY OF THE UTILITY MODEL
The present invention is directed to a precast concrete exterior wall panel that solves one or more of the problems of the related art.
In order to achieve the purpose, the utility model adopts the following scheme: the utility model provides a precast concrete side fascia, includes the outer wall body and buries underground in this internal reinforcing bar rack of outer wall the both sides that the outer wall body is relative all are equipped with supporting component, supporting component is including the articulated supporting shoe that sets up at the outer wall body lower extreme of symmetry, the supporting shoe can outwards be put out and is the vertical state with the outer wall body.
According to the precast concrete external wall panel, the two sides of the lower end of the external wall body are both provided with the grooves, and the supporting blocks are arranged in the grooves.
According to the precast concrete external wall panel, one end of the supporting block is provided with the rotating shaft which extends upwards, the rotating shaft is rotatably arranged on the upper side wall surface of the groove, and the supporting block can be embedded into the groove in a swinging mode.
According to the precast concrete external wall panel, the outer side of one end, away from the rotating shaft, of the supporting block is provided with a counter bore, a bolt is arranged in the counter bore, and the bolt can be in threaded connection with the side wall of the groove.
As foretell precast concrete side fascia, reinforcing bar rack interval is provided with two, is first rack and second rack respectively, first rack and second rack all include by a plurality of horizontal reinforcing bars and vertical reinforcing bar staggered connection set up and form.
As foretell precast concrete side fascia, the horizontal reinforcing bar of first rack and the horizontal reinforcing bar of second rack set up in proper order in turn, the longitudinal reinforcement of first rack and the longitudinal reinforcement of second rack set up in turn.
According to the precast concrete external wall panel, the transverse reinforcing steel bars of the first net rack and the second net rack extend to the outer side of the external wall body, and the transverse reinforcing steel bars of the first net rack and the second net rack which are opposite are connected through the reinforcing steel bars.
According to the precast concrete external wall panel, the upper end of the external wall body is preset with the hanging ring.
In summary, the beneficial effects of the utility model are as follows: through being equipped with supporting component in the both sides of outer wall body, the accessible makes supporting shoe and outer wall body be the vertical state with the supporting shoe outwards swing to need not the setting of external support frame, only need through the supporting shoe with the outer wall body support can, and then be convenient for the fixed depositing after the outer wall body preparation is accomplished, be convenient for simultaneously transport and transport, can further improve the economic benefits of enterprise.
Drawings
FIG. 1 is a schematic perspective view of the present invention with the support block swung out;
FIG. 2 is a schematic perspective view of the support block of the present invention inserted into the groove;
FIG. 3 is a schematic structural diagram of the steel skeleton net frame of the present invention.
Detailed Description
The following detailed description provides many different embodiments or examples for implementing the utility model. Of course, these are merely embodiments or examples and are not intended to be limiting. In addition, repeated reference numbers, such as repeated numbers and/or letters, may be used in various embodiments. These iterations are for simplicity and clarity of describing the present invention and are not intended to represent a particular relationship between the various embodiments and/or configurations discussed.
The utility model is further described in the following description of the drawings and the detailed description: as shown in fig. 1 to 3, the precast concrete external wall panel comprises an external wall body 1 and a steel skeleton net rack 2 embedded in the external wall body 1, wherein support assemblies are arranged on two opposite sides of the external wall body 1, each support assembly comprises support blocks 3 symmetrically hinged to the lower end of the external wall body 1, the support blocks 3 can be outwards swung out to be perpendicular to the external wall body 1, the support assemblies are arranged on two sides of the external wall body 1, the support blocks 3 can be outwards swung to enable the support blocks 3 to be perpendicular to the external wall body 1, and accordingly, the external support frame is not required to be arranged, the external wall body 1 is only required to be supported by the support blocks 3, so that the external wall body can be conveniently fixed and stored after being manufactured, transportation and carrying are facilitated, and the economic benefits of enterprises can be further improved.
Specifically, grooves 21 are formed in two sides of the lower end of the outer wall body 1, the supporting block 3 is arranged in the grooves 21, a rotating shaft extending upwards is arranged at one end of the supporting block 3, the rotating shaft is rotatably installed on the upper side wall surface of the grooves 21, the supporting block 3 can be embedded into the grooves 21 in a swinging mode, and the supporting block 3 is a concrete block or a steel plate.
According to the utility model, a counter bore is arranged on the outer side of one end, away from the rotating shaft, of the supporting block 3, a bolt 42 is arranged in the counter bore, the bolt 42 can be in threaded connection with the side wall of the groove 21, when the outer wall body 1 needs to be installed, the outer wall body 1 is firstly hoisted, then the supporting block 3 is placed into the groove 21, then the supporting block 3 is locked in the groove 21 through the bolt 42, and after the installation, the groove 21 can be filled up through pouring concrete.
Referring to fig. 3, steel skeleton rack 2 interval is provided with two, is first rack 51 and second rack 52 respectively, first rack 51 and second rack 52 all include by a plurality of horizontal reinforcing bars and vertical reinforcing bar staggered connection set up and form, the horizontal reinforcing bar of first rack 51 sets up with the horizontal reinforcing bar of second rack 52 in turn, the vertical reinforcing bar of first rack 51 sets up with the vertical reinforcing bar of second rack 52 in turn to can increase the area of contact with outer wall body 1 concrete, make its steel skeleton rack 2 more stable firm be connected fixedly with steel skeleton rack 2, guarantee that the wallboard does not produce small crack, improve durability and security.
The transverse reinforcing bars of the first net frame 51 and the second net frame 52 extend to the outer side of the outer wall body 1, and the transverse reinforcing bars of the first net frame 51 and the second net frame 52 are connected through reinforcing bars 53.
In the utility model, a hanging ring 81 is preset at the upper end of the outer wall body 1.
While there have been shown and described the fundamental principles and principal features of the utility model and advantages thereof with reference to the drawings, it will be understood by those skilled in the art that the utility model is not limited to the embodiments described above, which are given by way of illustration of the principles of the utility model, but that various changes and modifications may be made therein without departing from the spirit and scope of the utility model as defined by the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (8)
1. The utility model provides a precast concrete side fascia, including outer wall body (1) and bury reinforcing bar rack (2) in outer wall body (1) underground, its characterized in that: the supporting components are arranged on two opposite sides of the outer wall body (1) and comprise supporting blocks (3) symmetrically hinged to the lower end of the outer wall body (1), and the supporting blocks (3) can be outwards swung out to be perpendicular to the outer wall body (1).
2. The precast concrete external wall panel according to claim 1, wherein: grooves (21) are formed in the two sides of the lower end of the outer wall body (1), and the supporting block (3) is arranged in the grooves (21).
3. The precast concrete external wall panel according to claim 2, wherein: one end of the supporting block (3) is provided with a rotating shaft extending upwards, the rotating shaft is rotatably installed on the upper side wall surface of the groove (21), and the supporting block (3) can be embedded into the groove (21) in a swinging mode.
4. The precast concrete external wall panel according to claim 3, wherein: and a counter bore is formed in the outer side of one end, far away from the rotating shaft, of the supporting block (3), a bolt (42) is arranged in the counter bore, and the bolt (42) can be in threaded connection with the side wall of the groove (21).
5. The precast concrete external wall panel according to claim 1, wherein: steel skeleton rack (2) interval is provided with two, is first rack (51) and second rack (52) respectively, first rack (51) and second rack (52) all include by a plurality of horizontal reinforcing bars and vertical reinforcing bar staggered connection set up and form.
6. The precast concrete external wall panel according to claim 5, wherein: the horizontal reinforcing bar of first rack (51) and the horizontal reinforcing bar of second rack (52) set up in turn, the vertical reinforcing bar of first rack (51) and the vertical reinforcing bar of second rack (52) set up in turn.
7. The precast concrete external wall panel according to claim 6, wherein: the transverse reinforcing steel bars of the first net rack (51) and the second net rack (52) extend to the outer side of the outer wall body (1), and the transverse reinforcing steel bars of the first net rack (51) and the second net rack (52) which are opposite are connected through reinforcing steel bars (53).
8. The precast concrete external wall panel according to claim 1, wherein: a hanging ring (81) is arranged at the upper end of the outer wall body (1) in advance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123080014.3U CN216552657U (en) | 2021-12-09 | 2021-12-09 | Precast concrete side fascia |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123080014.3U CN216552657U (en) | 2021-12-09 | 2021-12-09 | Precast concrete side fascia |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216552657U true CN216552657U (en) | 2022-05-17 |
Family
ID=81540277
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123080014.3U Active CN216552657U (en) | 2021-12-09 | 2021-12-09 | Precast concrete side fascia |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216552657U (en) |
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2021
- 2021-12-09 CN CN202123080014.3U patent/CN216552657U/en active Active
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| GR01 | Patent grant | ||
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| CP03 | Change of name, title or address |
Address after: No.9 Shagang East Road, Gangkou Town, Zhongshan City, Guangdong Province, 528400, B1, Ground Floor, 7th Card (multiple photos of one site) Patentee after: Guangdong Chuangtu Building Materials Co.,Ltd. Address before: 528000 Room 601, No. 4, Xingye 15th Road, Guanglong Industrial Zone, Chencun Town, Shunde District, Foshan City, Guangdong Province (residence declaration) Patentee before: Foshan chuangtu building materials Co.,Ltd. |