CN220035786U - Quick assembly type shear wall of infiltration prevention - Google Patents
Quick assembly type shear wall of infiltration prevention Download PDFInfo
- Publication number
- CN220035786U CN220035786U CN202321522796.8U CN202321522796U CN220035786U CN 220035786 U CN220035786 U CN 220035786U CN 202321522796 U CN202321522796 U CN 202321522796U CN 220035786 U CN220035786 U CN 220035786U
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- Prior art keywords
- shear wall
- wall body
- grouting
- shear
- hole
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- 230000002265 prevention Effects 0.000 title claims description 13
- 230000008595 infiltration Effects 0.000 title claims description 5
- 238000001764 infiltration Methods 0.000 title claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 27
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 17
- 239000002131 composite material Substances 0.000 claims abstract description 8
- 239000011440 grout Substances 0.000 claims abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000007789 sealing Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 3
- 230000006835 compression Effects 0.000 abstract description 2
- 238000007906 compression Methods 0.000 abstract description 2
- 230000005484 gravity Effects 0.000 abstract description 2
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 150000002739 metals Chemical class 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000007790 scraping Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model discloses a rapid assembly type shear wall capable of preventing seepage, which comprises a shear wall body, wherein a composite floor slab is arranged at the bottom of the shear wall body, and only a seepage preventing structure of the shear wall body is arranged above the composite floor slab; according to the utility model, the bottom end of the through hole for inserting the reinforcing steel bar into the shear wall is connected with the connecting cylinder, the bottom of the connecting cylinder is in an inverted funnel shape, when the shear wall is hoisted and placed, the range of the alignment point between the reinforcing steel bar and the through hole can be enlarged, the alignment difficulty is reduced, the assembly rapidity is improved, after the shear wall is completely placed on a composite floor slab, the connecting part continuously enters the through hole under the action of gravity or in a manual compression state, and the rest parts are sealed together, so that the sealing effect is not influenced; through setting up annular platform in the grout post intracavity, make down the reinforcing bar in insert grout post intracavity with last reinforcing bar counterpoint under annular platform's direction, can improve the atress performance of shear force wall.
Description
Technical Field
The utility model relates to the technical field of shear walls, in particular to a rapid assembly type shear wall capable of preventing water seepage.
Background
The wall can be divided into a bearing wall and a shear wall according to the stress characteristics, wherein the bearing wall mainly bears vertical load, such as a masonry wall; the latter is mainly subjected to horizontal loads. In seismic fortification areas, horizontal loads are mainly generated by horizontal seismic action, so shear walls are sometimes also referred to as seismic walls. At present, when the shear wall is assembled, the wall body is required to be hoisted and then inserted into the top of the laminated floor slab fixed with the reinforcing steel bars, and the upper reinforcing steel bars and the lower reinforcing steel bars in the interior are aligned and then grouted into a whole.
The utility model discloses an assembled shear wall in China patent CN115075430A, which relates to the field of prefabricated house construction and improves the problem of trouble in sealing a warehouse, and the assembled shear wall comprises a wall body and a separation frame, wherein the separation frame is arranged at the lower end of the wall body and comprises a control plate and a plurality of rotating plates, the control plate is rotationally connected to the adjacent rotating plates, the rotating plates are rotationally connected to the adjacent rotating plates, the lower end of the wall body is provided with a movable groove encircling around the outer peripheral side of the wall body, and the rotating plates and the control plate slide in the movable groove; the control panel is provided with a sliding plate and a scraping plate, the scraping plate is rotationally connected to the sliding plate, an elastic piece is arranged on the control panel, a control assembly is arranged on the control panel, the four outer walls of the wall body are provided with mounting grooves, the wall body is rotationally connected with four plugs, the wall body is provided with a mounting piece, and the isolation frame is provided with a fixing piece.
The device improves the swiftly of shear force wall assembly through improvement sealing storehouse structure, utilizes tenon fourth of twelve earthly branches structure to improve the infiltration performance, but when grout hole grafting in reinforcing bar and the shear force wall, there is not swift when a plurality of reinforcing bars are aligned simultaneously, the floor reinforcing bar is difficult to the problem of counterpoint with the shear force wall reinforcing bar, especially when upper and lower reinforcing bar is aligned, the atress of shear force wall can receive the influence when the counterpoint is inaccurate.
Disclosure of Invention
The utility model aims to provide a rapid assembly type shear wall capable of preventing water seepage, which aims to solve the problem that the steel bars of the shear wall in the prior art mentioned in the background art are not accurate and rapid enough to align.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a quick assembled shear force wall of waterproof, includes the shear force wall body, the bottom of shear force wall body is provided with the coincide floor, the top of coincide floor is provided with the prevention of seepage water structure of shear force wall body, the top of coincide floor is fixed with down the reinforcing bar, this internal grout structure and the auxiliary counterpoint structure of lower reinforcing bar that is provided with of upper reinforcing bar and upper reinforcing bar of shear force wall, the bottom of shear force wall body is provided with the assembly structure of lower reinforcing bar.
Preferably, the assembly structure comprises a hardware connecting cylinder, a through hole for a lower reinforcing steel bar to penetrate is formed in the shear wall body, the hardware connecting cylinder is clamped at the bottom of the through hole, an integrally formed protrusion is arranged on the inner wall of the bottom of the through hole, and an annular groove for being clamped with the protrusion is formed in the outer wall of one end of the hardware connecting cylinder.
Preferably, the assembly structure further comprises an alignment funnel, and the alignment funnel is fixed at the bottom end of the hardware connecting cylinder.
Preferably, the grouting structure comprises a grouting column cavity, a grouting hole is formed in one side of the shear wall body, one end of the grouting hole is communicated with the outside of the shear wall body, and the other end of the grouting hole is communicated with the grouting column cavity.
Preferably, the grouting column cavity, the through holes and the hardware connecting cylinders are all provided with a plurality of grouting holes, and each grouting hole on one side of the grouting column cavity is provided with two grouting holes.
Preferably, the auxiliary alignment structure comprises an annular table, the annular table is integrally formed on the inner wall of the grouting column cavity, and the annular table is positioned at the bottom end of the lower reinforcing steel bar.
Preferably, the water seepage prevention structure comprises a mortise block and a slot, the upper surface of the composite floor slab is fixedly provided with a seepage prevention surrounding edge, the bottom of the shear wall body is positioned in the seepage prevention surrounding edge, and the mortise block is positioned in the slot.
Compared with the prior art, the utility model has the beneficial effects that:
according to the utility model, the bottom end of the through hole for inserting the reinforcing steel bar into the shear wall is connected with the connecting cylinder, the bottom of the connecting cylinder is in an inverted funnel shape, when the shear wall is hoisted and placed, the range of the alignment point between the reinforcing steel bar and the through hole can be enlarged, the alignment difficulty is reduced, the assembly rapidity is improved, after the shear wall is completely placed on a composite floor slab, the connecting part continuously enters the through hole under the action of gravity or in a manual compression state, and the rest parts are sealed together, so that the sealing effect is not influenced; the annular table is arranged in the grouting column cavity, so that the lower steel bar is aligned with the upper steel bar under the guide of the annular table after being inserted into the grouting column cavity, and the stress performance of the shear wall can be improved; the mortise and tenon structure of the composite floor slab and the seepage-proof frame can play a role in seepage prevention after the warehouse sealing is completed.
Drawings
FIG. 1 is an isometric view of the present utility model;
FIG. 2 is a schematic diagram of an auxiliary alignment structure according to the present utility model;
FIG. 3 is a schematic view showing the position of the grouting holes of the present utility model.
In the figure: 1. a shear wall body; 2. overlapping the floor slab; 3. a water seepage prevention structure; 4. lower reinforcing steel bars; 5. a reinforcing steel bar is arranged; 6. grouting structure; 7. an auxiliary alignment structure; 8. assembling a structure; 801. a hardware connecting cylinder; 802. a through hole; 803. a protrusion; 804. an annular groove; 805. an alignment funnel; 601. grouting a column cavity; 602. grouting holes; 701. an annular table; 301. mortise and tenon block; 302. a slot; 303. and (5) impermeable surrounding edges.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-3, the present utility model provides a technical solution: the utility model provides a quick assembled shear force wall of prevention of seepage water, includes shear force wall body 1, and the bottom of shear force wall body 1 is provided with coincide floor 2, and the top of coincide floor 2 is provided with the prevention of seepage water structure 3 of shear force wall body 1, and the top of coincide floor 2 is fixed with down reinforcing bar 4, is provided with the grout structure 6 of upper reinforcing bar 5 and the supplementary counterpoint structure 7 of lower reinforcing bar 4 in the shear force wall body 1, and the bottom of shear force wall body 1 is provided with the assembly structure 8 of lower reinforcing bar 4.
Prevent the infiltration of water after making shear force wall bottom seal the storehouse through setting up waterproof structure 3, make upper bar 5 and lower bar 4 counterpoint through setting up supplementary counterpoint structure 7, prevent the atress effect of influence shear force wall behind great dislocation.
The assembly structure 8 comprises a hardware connecting cylinder 801, a through hole 802 for allowing a lower reinforcing steel bar 4 to penetrate is formed in the shear wall body 1, the hardware connecting cylinder 801 is clamped at the bottom of the through hole 802, an integrally formed protrusion 803 is formed in the inner wall of the bottom of the through hole 802, and an annular groove 804 for being clamped with the protrusion 803 is formed in the outer wall of one end of the hardware connecting cylinder 801.
Through setting up the five metals connecting cylinder 801, when lower reinforcing bar 4 did not insert through-hole 802, five metals connecting cylinder 801 card was in through-hole 802, and lower reinforcing bar 4 inserts the back, makes the whole complete through-hole 802 that inserts of five metals connecting cylinder 801 under the lower pressure of shear force wall body 1, remains in the counterpoint funnel 805 of bottom and the bottom of shear force wall body 1 together seal the storehouse.
The assembly structure 8 further comprises an alignment funnel 805, and the alignment funnel 805 is fixed at the bottom end of the hardware connecting cylinder 801.
The alignment funnel 805 is arranged to enlarge the alignment point of the lower steel bar 4 and the through hole 802, so that the alignment difficulty is reduced.
The grouting structure 6 comprises a grouting column cavity 601, one side of the shear wall body 1 is provided with a grouting hole 602, one end of the grouting hole 602 is communicated with the outside of the shear wall body 1, and the other end of the grouting hole 602 is communicated with the grouting column cavity 601. After the lower reinforcing steel bars 4 are inserted, cement is poured into the grouting column cavity 601 through the grouting holes 602, and the shear wall body 1 is not integrally filled.
The grouting column cavities 601, the through holes 802 and the hardware connecting cylinders 801 are all provided with a plurality of, and grouting holes 602 on one side of each grouting column cavity 601 are all provided with two.
The auxiliary alignment structure 7 comprises an annular table 701, wherein the annular table 701 is integrally formed on the inner wall of the grouting column cavity 601, and the annular table 701 is positioned at the bottom end of the lower steel bar 4. Through setting up annular table 701, insert annular table 701's middle part at lower reinforcing bar 4, annular table 701 and grouting column cavity 601's inner wall junction smooth processing makes lower reinforcing bar 4 upwards insert the back and is located annular table 701 middle part, makes upper reinforcing bar 5 and lower reinforcing bar 4 counterpoint, reduces dislocation distance, improves shear force wall body 1's atress performance.
The waterproof structure 3 comprises mortise blocks 301 and slots 302, the upper surface of the composite floor slab 2 is fixedly provided with a seepage-proofing surrounding edge 303, the bottom of the shear wall body 1 is positioned in the seepage-proofing surrounding edge 303, and the mortise blocks 301 are positioned in the slots 302. The shear wall body 1 is placed behind the impermeable perimeter 303 and is grouted inwardly to seal the bin.
When the shear wall body 1 is used, the crane is used for hoisting the shear wall body 1, the aligning hopper 805 at the bottom of the shear wall body 1 is manually aligned with the lower reinforcing steel bar 4, the aligning range of the reinforcing steel bar aligning points is enlarged by arranging the aligning hopper 805, the aligning difficulty is reduced, the lower reinforcing steel bar 4 is inserted into the grouting column cavity 601, cement is filled into the grouting column cavity 601 through the grouting holes 602, and the shear wall body 1 is not integrally filled. The water seepage prevention assembled shear wall structure can improve the assembly efficiency and the stress performance of the shear wall body 1.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a quick assembled shear force wall of infiltration prevention water which characterized in that: including shear force wall body (1), the bottom of shear force wall body (1) is provided with coincide floor (2), the top of coincide floor (2) is provided with seepage prevention structure (3) of shear force wall body (1), the top of coincide floor (2) is fixed with down reinforcing bar (4), be provided with in shear force wall body (1) grout structure (6) and auxiliary alignment structure (7) of lower reinforcing bar (4) of last reinforcing bar (5) and last reinforcing bar (5), the bottom of shear force wall body (1) is provided with assembly structure (8) of lower reinforcing bar (4).
2. The water seepage-resistant rapid-assembly shear wall of claim 1, wherein: the assembly structure (8) comprises a hardware connecting cylinder (801), a through hole (802) for a lower reinforcing steel bar (4) to penetrate is formed in the shear wall body (1), the hardware connecting cylinder (801) is clamped at the bottom of the through hole (802), an integrally formed protrusion (803) is arranged on the inner wall of the bottom of the through hole (802), and an annular groove (804) for being clamped with the protrusion (803) is formed in the outer wall of one end of the hardware connecting cylinder (801).
3. The water seepage-resistant rapid-assembly shear wall of claim 2, wherein: the assembly structure (8) further comprises an alignment funnel (805), and the alignment funnel (805) is fixed at the bottom end of the hardware connecting cylinder (801).
4. A rapid-assembly shear wall for preventing water seepage according to claim 3, wherein: the grouting structure (6) comprises a grouting column cavity (601), a grouting hole (602) is formed in one side of the shear wall body (1), one end of the grouting hole (602) is communicated with the outside of the shear wall body (1), and the other end of the grouting hole (602) is communicated with the grouting column cavity (601).
5. The water seepage-resistant rapid-assembly shear wall of claim 4, wherein: the grouting column cavity (601), the through holes (802) and the hardware connecting cylinder (801) are all provided with a plurality of grouting holes (602) on one side of each grouting column cavity (601) are all provided with two grouting holes.
6. The water seepage-resistant rapid-assembly shear wall of claim 5, wherein: the auxiliary alignment structure (7) comprises an annular table (701), the annular table (701) is integrally formed on the inner wall of the grouting column cavity (601), and the annular table (701) is positioned at the bottom end of the lower steel bar (4).
7. The water seepage-resistant rapid-assembly shear wall of claim 6, wherein: the anti-seepage structure (3) comprises mortise blocks (301) and slots (302), an anti-seepage surrounding edge (303) is fixed on the upper surface of the composite floor slab (2), the bottom of the shear wall body (1) is located in the anti-seepage surrounding edge (303), and the mortise blocks (301) are located in the slots (302).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321522796.8U CN220035786U (en) | 2023-06-15 | 2023-06-15 | Quick assembly type shear wall of infiltration prevention |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321522796.8U CN220035786U (en) | 2023-06-15 | 2023-06-15 | Quick assembly type shear wall of infiltration prevention |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220035786U true CN220035786U (en) | 2023-11-17 |
Family
ID=88733636
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321522796.8U Active CN220035786U (en) | 2023-06-15 | 2023-06-15 | Quick assembly type shear wall of infiltration prevention |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220035786U (en) |
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2023
- 2023-06-15 CN CN202321522796.8U patent/CN220035786U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A Quick Assembly Shear Wall with Anti Seepage Water Granted publication date: 20231117 Pledgee: Hongkou Branch of Shanghai Rural Commercial Bank Co.,Ltd. Pledgor: SHANGHAI ZHONGXIN ARCHITECTURAL DESIGN AND RESEARCH INSTITUTE Co.,Ltd. Registration number: Y2024310000391 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |