CN212453061U - Precast concrete shear wall - Google Patents
Precast concrete shear wall Download PDFInfo
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- CN212453061U CN212453061U CN202021407540.9U CN202021407540U CN212453061U CN 212453061 U CN212453061 U CN 212453061U CN 202021407540 U CN202021407540 U CN 202021407540U CN 212453061 U CN212453061 U CN 212453061U
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Abstract
The utility model discloses a precast concrete shear force wall belongs to precast assembled concrete shear force wall technical field. The shear wall comprises an upper shear wall and a lower shear wall which are identical in structure, and a floor slab is arranged at the top end of the lower shear wall. The bottom end of the upper shear wall is at least provided with two pre-buried supporting legs, a gasket used for adjusting elevation is arranged between the supporting legs and the lower shear wall, and base slurry is arranged around the gasket. The longitudinal steel bars at the lower part of the upper shear wall are connected with the longitudinal steel bars at the upper part of the lower shear wall through the extrusion sleeve, and the longitudinal steel bars are inserted into the extrusion sleeve. A post-pouring section is reserved at the joint of the upper shear wall and the lower shear wall, the post-pouring section is formed by pouring self-compacting concrete, and the inside of the post-pouring section is provided with an encrypted steel bar. The utility model adopts the above structure precast concrete shear wall structure, can solve the problem that current precast concrete shear wall structrual installation is hard, with high costs, difficult detection.
Description
Technical Field
The utility model belongs to the technical field of prefabricated concrete structure, especially, relate to a precast concrete shear force wall.
Background
The prefabricated assembled concrete shear wall mainly adopts a connection mode of grouting steel bar sleeves, namely, the prefabricated concrete shear wall is internally provided with pre-embedded grouting sleeves, then the pre-embedded steel bars on the lower shear wall are inserted into the grouting sleeves, and grouting materials are filled into the grouting sleeves to realize the connection and installation of the two shear walls. When the grouting sleeve is adopted for connection, the mounting accuracy of the upper shear wall and the lower shear wall is high, and the mounting is labor-consuming. The inside grout condition of grout sleeve is difficult for observing, detecting, and the quality of attach fitting is difficult to obtain guaranteeing. In addition, during grouting, grouting can be stopped only by uniform outflow of grouting materials from all grout outlets of the grouting sleeve, so that grouting material waste is easily caused, and the production cost is high.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a precast concrete shear force wall solves the problem that current precast concrete shear force wall installation is hard, with high costs, difficult detection.
In order to achieve the purpose, the utility model provides a precast concrete shear wall, which comprises an upper shear wall and a lower shear wall with the same structure, wherein the top end of the lower shear wall is provided with a floor slab;
the upper shear wall is internally provided with pre-embedded longitudinal steel bars and transverse steel bars, the length of the longitudinal steel bars extending out of the top end of the upper shear wall is not less than the length of the longitudinal steel bars extending out of the bottom end of the upper shear wall, the bottom end of the upper shear wall is at least pre-embedded with two supporting legs, and the exposed length of the supporting legs is less than the distance between the upper surface of the upper shear wall and the upper surface of the lower shear wall;
a gasket is arranged between the supporting leg and the lower shear wall, a base slurry is arranged around the gasket, a longitudinal steel bar at the lower part of the upper shear wall is connected with a longitudinal steel bar at the upper part of the lower shear wall by adopting an extrusion sleeve, the longitudinal steel bar is inserted into the extrusion sleeve, and a distance of 6-12mm is arranged between the upper shear wall and the longitudinal steel bar of the lower shear wall;
the rear-pouring section is reserved at the joint of the upper shear wall and the lower shear wall and is formed by pouring self-compacting concrete, the inner part of the rear-pouring section is provided with encrypted steel bars, and the distance between the encrypted steel bars is smaller than the distance between the transverse steel bars.
Preferably, the top end of the upper shear wall is provided with a pre-embedded hoisting piece, and the side surface of the upper shear wall is uniformly provided with 4 pre-embedded oblique supporting pieces.
Preferably, the upper shear wall is provided with two rows of longitudinal steel bars, and the two rows of longitudinal steel bars are distributed in a staggered manner.
Preferably, the length of the longitudinal steel bars extending out of the top end of the upper shear wall is 300mm-320mm, the length of the longitudinal steel bars extending out of the bottom end of the upper shear wall is 110mm-130mm, and the height of the post-cast section is 290mm-300 mm.
Preferably, when the width of the upper shear wall is 1800mm-2700mm, two support legs are arranged at the bottom of the upper shear wall, and the two support legs are positioned in the middle of two sides of the bottom end of the upper shear wall; when the width of the upper shear wall is not less than 3000mm, at least 3 support legs are arranged at the bottom of the upper shear wall; the depth of the support legs embedded at the bottom of the upper shear wall is not less than 200 mm.
Precast concrete shear force wall's beneficial effect be:
1. the longitudinal steel bars of the upper shear wall and the lower shear wall are connected through the extrusion sleeve, a grouting sleeve does not need to be embedded at the bottom end of the shear wall, and the shear wall is convenient to prepare.
2. And the extrusion sleeve is adopted for connection, so that grouting operation is avoided, high-price grouting material is avoided, and the cost is reduced.
3. The extrusion sleeve is adopted for connection, the requirement on the butt joint precision between the upper shear wall and the lower shear wall is low, connection can be realized by finely adjusting the longitudinal steel bars, the operation is convenient, and the working efficiency is improved.
4. The effect of being connected of extrusion sleeve and vertical reinforcing bar can be judged through the indentation on extrusion sleeve surface, and it is convenient to detect.
5. The connection between the upper shear wall and the lower shear wall does not occupy a key line, does not influence subsequent construction, and is beneficial to shortening the construction period.
The technical solution of the present invention is further described in detail by the accompanying drawings and examples.
Drawings
Fig. 1 is a schematic structural view of a shear wall according to an embodiment of the present invention;
fig. 2 is a schematic side view of a shear wall structure of an embodiment of the precast concrete shear wall of the present invention;
fig. 3 is a schematic top view of a shear wall according to an embodiment of the present invention;
fig. 4 is a schematic view of the shear wall of the embodiment of the precast concrete shear wall in a bottom view.
Reference numerals
1. An upper shear wall; 2. a lower shear wall; 3. a support member; 4. longitudinal reinforcing steel bars; 5. extruding the sleeve; 6. Supporting legs; 7. a gasket; 8. hoisting a piece; 9. post-pouring section; 10. reinforcing steel bars are encrypted; 11. and transverse reinforcing steel bars.
Detailed Description
Examples
The present invention will be further described with reference to the accompanying drawings, and it should be noted that the present embodiment is based on the technical solution, and the detailed embodiments and the specific operation processes are provided, but the protection scope of the present invention is not limited to the present embodiment.
Fig. 1 is the utility model relates to a shear wall structure sketch map of precast concrete shear wall embodiment, fig. 2 is the utility model relates to a shear wall structure of assembled precast concrete shear wall structure embodiment looks sideways at the structure sketch map, fig. 3 is the utility model relates to a shear wall of precast concrete shear wall embodiment looks down the structure sketch map, fig. 4 is the utility model relates to a shear wall of precast concrete shear wall embodiment looks up the structure sketch map. As shown in the figure, the prefabricated reinforced concrete shear wall comprises an upper shear wall 1 and a lower shear wall 2 which are identical in structure, a floor slab is arranged at the top end of the lower shear wall 2, and the floor slab and the lower shear wall 2 are connected in the conventional connection mode. The upper shear wall 1 and the lower shear wall 2 have the same structure, and large-scale production of the wallboard is facilitated. The construction of the wall panel is illustrated above with the shear wall 1 as an example. The upper shear wall 1 is internally provided with pre-embedded longitudinal steel bars 4 and transverse steel bars 11, so that the strength of the upper shear wall 1 is improved. Two rows of longitudinal steel bars 4 are arranged on the upper shear wall 1, and the two rows of longitudinal steel bars 4 are distributed in a staggered manner; the distance between the longitudinal steel bars 4 close to the side edge of the upper shear wall 1 and the side edge of the upper shear wall 1 is 300mm, and the distance between the adjacent longitudinal steel bars 4 of the projections of the two rows of the longitudinal steel bars 4 in the same vertical plane is 300 mm.
The length of the longitudinal steel bars 4 extending out of the top end of the upper shear wall 1 is not less than the length of the longitudinal steel bars 4 extending out of the bottom end of the upper shear wall 1, preferably, the length of the longitudinal steel bars 4 extending out of the top end of the upper shear wall 1 is 300mm-320mm, and the length of the longitudinal steel bars 4 extending out of the bottom end of the upper shear wall 1 is 110mm-130 mm. The thickness of the floor slab is 140mm, and the length of the longitudinal steel bars 4 extending out of the floor slab is 160 mm and 180 mm. The length of the longitudinal reinforcing steel bars 4 extending out of the floor slab is larger than the length of the longitudinal reinforcing steel bars 4 extending out of the bottom end of the upper shear wall 1, and extrusion of extrusion equipment is facilitated.
The bottom of the upper shear wall 1 is at least provided with two pre-buried supporting legs 6, the supporting legs 6 are made of DN100 steel pipes, and the concrete which is the same as the upper shear wall 1 is filled in the supporting legs. When the width of the upper shear wall 1 is 1800mm-2700mm, two supporting legs 6 are arranged at the bottom of the upper shear wall 1, and the two supporting legs 6 are positioned in the middle of two sides of the bottom end of the upper shear wall 1. When the width of the upper shear wall 1 is not less than 3000mm, at least 3 support legs 6 are arranged at the bottom of the upper shear wall 1, and the support legs 6 are uniformly distributed at the bottom end of the upper shear wall 1. The depth of the support legs 6 embedded at the bottom of the upper shear wall 1 is not less than 200 mm.
The exposed length of the supporting leg 6 is smaller than the distance between the upper surfaces of the upper shear wall 1 and the lower shear wall 2, a gasket 7 is arranged between the supporting leg 6 and the lower shear wall 2, the gasket 7 is a steel plate, the distance between the upper shear wall 1 and the lower shear wall 2 can be adjusted through the gasket 7, and the supporting leg 6 is ensured to be in close contact with the lower shear wall 2. Seat slurry is arranged around the gasket 7, and the seat slurry is ash cake with the thickness of 120 mm. The height of the seat paste is equal to the height of the shim 7. The top end of the upper shear wall 1 is provided with a pre-embedded hoisting piece 8, so that hoisting is facilitated. The side surface of the upper shear wall 1 is uniformly provided with 4 embedded oblique supporting pieces 3.
The longitudinal steel bars 4 at the lower part of the upper shear wall 1 are connected with the longitudinal steel bars 4 at the upper part of the lower shear wall 2 through an extrusion sleeve 5, the longitudinal steel bars 4 are inserted into the extrusion sleeve 5, and a distance of 6-12mm is arranged between the longitudinal steel bars 4 of the upper shear wall 1 and the lower shear wall 2. A post-pouring section 9 is reserved at the joint of the upper shear wall 1 and the lower shear wall 2, the post-pouring section 9 is formed by pouring self-compacting concrete, and an encrypted steel bar 10 is arranged inside the post-pouring section 9. The distance between the reinforcing steel bars 10 is smaller than that between the transverse steel bars 11, so that the strength of the post-cast section 9 is improved. The height of the post-pouring section 9 is 290mm-300mm, which is convenient for the operation of the extrusion equipment. The height of the post-cast section 9 can be adjusted according to the size of the extrusion equipment, and is not limited to the height.
The construction method of the precast concrete shear wall comprises the following steps:
s1, measuring and paying off, and ejecting contour lines, axis lines, middle lines and control lines.
And S2, performing rough surface treatment on the mounting position of the upper shear wall 1.
S3, placing steel gaskets 7 at the positions of the support legs 6 of the upper shear wall 1 on the top end of the lower shear wall 2 according to the design height, arranging seat slurry around the steel gaskets 7, wherein the diameter of the seat slurry is 120mm, and the height of the seat slurry is equal to the height of the steel gaskets 7. And a squeezing sleeve 5 is sleeved on the top longitudinal steel bar 4 of the lower shear wall 2.
S4, hoisting the upper shear wall 1 to an installation position, adjusting the position of the upper shear wall 1 to align the longitudinal steel bars 4 of the upper shear wall 1 with the longitudinal steel bars 4 of the lower shear wall 2, placing the support legs 6 on the gaskets 7, installing the inclined supports, and fixing the upper shear wall 1.
And S5, adjusting the position of the extrusion sleeve 5 to finely adjust the angle of the longitudinal steel bars 4 at the bottom end of the upper shear wall 1, so that the longitudinal steel bars 4 at the upper bottom end of the upper shear wall 1 can be inserted into the extrusion sleeve 5, and then the extrusion sleeve 5 and the longitudinal steel bars 4 are connected together in an extrusion manner through the extrusion equipment. The connecting effect of the extrusion sleeve 5 and the longitudinal steel bar 4 is judged by observing the indentation on the surface of the extrusion sleeve 5.
S6, bundling horizontally-oriented encrypted steel bars 10 on a post-cast section 9 at the joint of the upper shear wall 1 and the lower shear wall 2; and (3) supporting a formwork, and pouring self-compacting concrete on the post-pouring section 9, wherein the post-pouring section 9 and the surfaces of the upper shear wall 1 and the lower shear wall 2 are in the same plane.
Therefore, the utility model adopts the above structure precast concrete shear force wall, can solve the problem that current precast concrete shear force wall installation is hard, with high costs, difficult detection.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting the same, and although the present invention is described in detail with reference to the preferred embodiments, those skilled in the art should understand that: the technical solution of the present invention can still be modified or replaced by other equivalent means, and the modified technical solution can not be separated from the spirit and scope of the technical solution of the present invention.
Claims (5)
1. The utility model provides a precast concrete shear wall which characterized in that: the shear wall comprises an upper shear wall and a lower shear wall which have the same structure, wherein a floor slab is arranged at the top end of the lower shear wall;
the upper shear wall is internally provided with pre-embedded longitudinal steel bars and transverse steel bars, the length of the longitudinal steel bars extending out of the top end of the upper shear wall is not less than the length of the longitudinal steel bars extending out of the bottom end of the upper shear wall, the bottom end of the upper shear wall is at least pre-embedded with two supporting legs, and the exposed length of the supporting legs is less than the distance between the upper surface of the upper shear wall and the upper surface of the lower shear wall;
a gasket is arranged between the supporting leg and the lower shear wall, a base slurry is arranged around the gasket, a longitudinal steel bar at the lower part of the upper shear wall is connected with a longitudinal steel bar at the upper part of the lower shear wall by adopting an extrusion sleeve, the longitudinal steel bar is inserted into the extrusion sleeve, and a distance of 6-12mm is arranged between the upper shear wall and the longitudinal steel bar of the lower shear wall;
the rear-pouring section is reserved at the joint of the upper shear wall and the lower shear wall and is formed by pouring self-compacting concrete, the inner part of the rear-pouring section is provided with encrypted steel bars, and the distance between the encrypted steel bars is smaller than the distance between the transverse steel bars.
2. A precast concrete shear wall according to claim 1, characterized in that: the top of going up the shear force wall is provided with pre-buried hoist and mount piece, evenly is provided with 4 pre-buried slant support pieces on the side of going up the shear force wall.
3. A precast concrete shear wall according to claim 1, characterized in that: two rows of longitudinal steel bars are arranged on the upper shear wall and distributed in a staggered mode.
4. A precast concrete shear wall according to claim 1, characterized in that: the length of the longitudinal steel bars extending out of the top end of the upper shear wall is 300mm-320mm, the length of the longitudinal steel bars extending out of the bottom end of the upper shear wall is 110mm-130mm, and the height of the post-cast section is 290mm-300 mm.
5. A precast concrete shear wall according to claim 1, characterized in that: when the width of the upper shear wall is 1800mm-2700mm, two supporting legs are arranged at the bottom of the upper shear wall, and the two supporting legs are positioned in the middle of two sides of the bottom end of the upper shear wall; when the width of the upper shear wall is not less than 3000mm, at least 3 support legs are arranged at the bottom of the upper shear wall; the depth of the support legs embedded at the bottom of the upper shear wall is not less than 200 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021407540.9U CN212453061U (en) | 2020-07-16 | 2020-07-16 | Precast concrete shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021407540.9U CN212453061U (en) | 2020-07-16 | 2020-07-16 | Precast concrete shear wall |
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| Publication Number | Publication Date |
|---|---|
| CN212453061U true CN212453061U (en) | 2021-02-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021407540.9U Active CN212453061U (en) | 2020-07-16 | 2020-07-16 | Precast concrete shear wall |
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| Country | Link |
|---|---|
| CN (1) | CN212453061U (en) |
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- 2020-07-16 CN CN202021407540.9U patent/CN212453061U/en active Active
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