CN217420038U - Drainage node at water seepage position of deformation joint of outer wall - Google Patents
Drainage node at water seepage position of deformation joint of outer wall Download PDFInfo
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- CN217420038U CN217420038U CN202221394616.8U CN202221394616U CN217420038U CN 217420038 U CN217420038 U CN 217420038U CN 202221394616 U CN202221394616 U CN 202221394616U CN 217420038 U CN217420038 U CN 217420038U
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Abstract
The utility model discloses an outer wall movement joint infiltration department drainage node, including the basement outer wall, one side of basement outer wall is provided with and hangs wall brick system futilely, be provided with the seepage movement joint on the basement outer wall, the mounting groove has been seted up on the basement outer wall, and the mounting groove is linked together with the seepage movement joint, mounting groove inner wall fixedly connected with zinc-plating stagnant water steel sheet, one side that the seepage movement joint was kept away from to zinc-plating stagnant water steel sheet is equipped with the water-swelling sealing up strip of symmetric distribution, and water-swelling sealing up strip and mounting groove inner wall fixed connection meet, it has pour C30 micro-expansion concrete to meet in the water-swelling sealing up strip, and C30 micro-expansion concrete and zinc-plating stagnant water steel sheet fixed connection. The utility model discloses a wall body is consolidated to waterstop and micro-expansion concrete, improves waterproof performance, increases ground diversion channel simultaneously and collects local infiltration, guides to the drainage well to guarantee that building function is not influenced.
Description
Technical Field
The utility model relates to a building transformation field especially relates to an outer wall movement joint infiltration department drainage node.
Background
With the rapid development of the urbanization process in China, part of buildings in the core region of the city are aged and can not meet the requirements of modern use gradually. In response to national policies, more and more old buildings are being renovated by modification. The waterproof performance is the foundation of building function, and the problem of solving the waterproof problem is the difficult problem that must be overcome in the reconstruction. The basement leakage undoubtedly can produce very big harm to building function, and basement movement joint is waterproof weak link again.
In the prior art, in the waterproof repair process of a basement structure, the conventional method is to fill concrete pores with a cementing material to realize structural waterproofness, the traditional waterproof repair method is poor in durability and difficult to radically cure the waterproof problem, and the weak positions of structures such as deformation joints are difficult to realize leakage prevention by relying on the self-waterproofness of concrete, so that the waterproof repair method is difficult to maintain for a long time.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an outer wall movement joint infiltration department drainage node to solve the above-mentioned shortcoming that exists among the prior art.
In order to realize above-mentioned purpose, the utility model provides an outer wall movement joint infiltration department drainage node, including the basement outer wall, one side of basement outer wall is provided with dry-hanging wall brick system, be provided with leakage movement joint on the basement outer wall, the mounting groove has been seted up on the basement outer wall, and the mounting groove is linked together with leakage movement joint, mounting groove inner wall fixedly connected with zinc-plating stagnant water steel sheet, one side that leakage movement joint was kept away from to zinc-plating stagnant water steel sheet is equipped with the chance water inflation sealing rod of symmetric distribution, and meet water inflation sealing rod and mounting groove inner wall fixed connection, it has C30 micro-expansion concrete to pour in the chance water inflation sealing rod, and C30 micro-expansion concrete and zinc-plating stagnant water steel sheet fixed connection.
In a preferred embodiment, a wall waterproof layer and an additional layer are coated on one side of the basement outer wall close to the dry wall brick system and one side of the C30 micro-expansion concrete close to the dry wall brick system, a U-shaped stainless steel plate is installed on one side of the wall waterproof layer and one side of the additional layer close to the dry wall brick system, and a ground diversion trench is formed below one side of the C30 micro-expansion concrete close to the dry wall brick system.
In a preferred embodiment, one side of the galvanized water stop steel plate, which is far away from the C30 micro-expansion concrete, is abutted with first rubber gasket strips which are symmetrically distributed, and the first rubber gasket strips are abutted with the outer wall of the basement.
In a preferred embodiment, the one side butt that first rubber filler strip was kept away from to zinc-plated stagnant water steel sheet has the second rubber filler strip of symmetric distribution, and the one side butt that zinc-plated stagnant water steel sheet was kept away from to second rubber filler strip has the compression steel sheet, installs first expansion bolts on the compression steel sheet, and zinc-plated stagnant water steel sheet and compression steel sheet are through first expansion bolts and basement outer wall fixed connection.
In a preferred embodiment, two sides of the U-shaped stainless steel plate are provided with second expansion bolts which are symmetrically distributed, and the U-shaped stainless steel plate is fixedly connected with the outer wall of the basement through the second expansion bolts.
In a preferred embodiment, a galvanized steel pipe is arranged below one side of the C30 micro-expansion concrete close to the dry wall brick system, the galvanized steel pipe is communicated with the ground water diversion groove, and one end of the galvanized steel pipe far away from the ground water diversion groove is fixedly connected with a water diversion well.
Compared with the prior art, the utility model discloses following beneficial effect has:
the utility model discloses a wall body is consolidated to waterstop and micro-expansion concrete, improves waterproof performance, increases ground diversion groove simultaneously and collects local infiltration, guides to the diversion well, guarantees that building function is not influenced. The utility model discloses a seepage movement joint surface concrete is chiseled off to the part, installs the galvanized steel sheet again to fill the movement joint with little expansion concrete, strengthen the waterproof performance of movement joint with this mode, avoid the large tracts of land infiltration. Simultaneously to ground fluting, install the galvanized steel pipe additional and connect the diversion well and realize the drainage function, hang wall brick system futilely at last and carry out the shade to repairing the movement joint, beautify the wall body and look the sense, keep basement outer wall movement joint not to take place to influence extensive seepage that uses for a long time, accomplish the waterproof repair of outer wall under the circumstances that influences the minimum.
Drawings
FIG. 1 is a schematic structural view of a drainage node at the water seepage position of an outer wall deformation joint of the utility model;
FIG. 2 is a sectional view of the drainage node at the water seepage position of the deformation joint of the outer wall of the utility model;
FIG. 3 is the connection schematic diagram of the diversion well and the galvanized steel pipe of the drainage node at the water seepage position of the outer wall deformation joint of the utility model.
Description of reference numerals:
1-leakage deformation joint, 2-basement exterior wall, 3-galvanized water stop steel plate, 4-first rubber filler strip, 5-first expansion bolt, 6-compression steel plate, 7-water expansion water stop strip, 8-C30 micro expansion concrete, 9-galvanized steel pipe, 10-U-shaped stainless steel plate, 11-wall surface waterproof layer and additional layer, 12-dry wall brick hanging system, 13-ground water diversion groove, 14-second rubber filler strip, 15-mounting groove, 16-second expansion bolt and 17-water diversion well.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of the description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance, and furthermore, unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1
As shown in fig. 1-3, the utility model discloses preferred embodiment's outer wall movement joint drainage node of infiltration department, including basement outer wall 2, one side of basement outer wall 2 is provided with dry wall brick system 12, is provided with seepage movement joint 1 on the basement outer wall 2, has seted up mounting groove 15 on the basement outer wall 2, and mounting groove 15 is linked together with seepage movement joint 1. Mounting groove 15 inner wall fixedly connected with zinc-plated stagnant water steel sheet 3, one side that seepage movement joint 1 was kept away from to zinc-plated stagnant water steel sheet 3 is equipped with water swelling sealing rod 7 of symmetric distribution, and water swelling sealing rod 7 and mounting groove 15 inner wall fixed connection. C30 micro-expansion concrete 8 is poured in the water-swelling sealing rod 7, and the C30 micro-expansion concrete 8 is fixedly connected with the galvanized water-stopping steel plate 3.
Further, a wall waterproof layer and an additional layer 11 are coated on one side of the basement outer wall 2 close to the dry wall brick system 12 and one side of the C30 micro-expansion concrete 8 close to the dry wall brick system 12, a U-shaped stainless steel plate 10 is installed on one side of the wall waterproof layer and the additional layer 11 close to the dry wall brick system 12, and a ground water diversion groove 13 is formed below one side of the C30 micro-expansion concrete 8 close to the dry wall brick system 12.
Further, one side of the galvanized water-stop steel plate 3 far away from the C30 micro-expansion concrete 8 is abutted with the first rubber gasket strips 4 which are symmetrically distributed, and the first rubber gasket strips 4 are abutted with the basement outer wall 2.
Further, galvanized stagnant water steel sheet 3 keeps away from one side of first rubber filler strip 4 and supports the second rubber filler strip 14 that has connect the symmetric distribution, and second rubber filler strip 14 keeps away from one side of galvanized stagnant water steel sheet 3 and supports and has connect and compress tightly steel sheet 6, compresses tightly and installs first expansion bolts 5 on the steel sheet 6, and galvanized stagnant water steel sheet 3 and compress tightly steel sheet 6 are through first expansion bolts 5 and basement outer wall 2 fixed connection.
Furthermore, two sides of the U-shaped stainless steel plate 10 are provided with second expansion bolts 16 which are symmetrically distributed, and the U-shaped stainless steel plate 10 is fixedly connected with the basement outer wall 2 through the second expansion bolts 16.
Furthermore, a galvanized steel pipe 9 is arranged below one side of the C30 micro-expansion concrete 8 close to the dry wall brick system 12, the galvanized steel pipe 9 is communicated with the ground water diversion groove 13, and one end of the galvanized steel pipe 9 far away from the ground water diversion groove 13 is fixedly connected with a water diversion well 17.
Example 2
Introduce the utility model discloses a concrete theory of operation of outer wall movement joint infiltration department drainage node:
in this application, when the seepage takes place for 1 deformation joint of basement outer wall 2, at first reject 2 local concrete scopes of outer wall and form mounting groove 15, reject and install galvanized steel sheet waterstop 3 after the completion, install first rubber filler strip 4 additional between galvanized steel sheet waterstop 3 and the outer wall 2, galvanized steel sheet waterstop 3 uses compressing steel plate 6 to carry out the compaction fastening, galvanized steel sheet waterstop 3 installs second rubber filler strip 14 additional with compressing steel plate 6 and carries out the bolt through first expansion bolts 5 and outer wall 2.
After the galvanized steel sheet waterstop 3 is installed, the water-swelling waterstop 7 is installed at the opening positions of two sides of the inner removing part of the outer wall 2, a template is erected on the inner side of the outer wall 2 after the water-swelling waterstop 7 is installed, C30 micro-swelling concrete 8 is poured to complete wall structure repairing, after the C30 micro-swelling concrete 8 reaches the form removal strength, the construction of a wall surface waterproof layer and an additional layer 11 made of polyurethane is carried out, and the waterproof layer covers the joint of the outer wall 2 and the C30 micro-swelling concrete 8 and extends outwards.
The bottom of the repairing position of the C30 micro-expansive concrete 8 is provided with a ground water guide groove 13, the grooving range extends outwards from the joint of the outer wall 2 and the C30 micro-expansive concrete 8, the width of the groove is smaller than the shielding range of the dry wall brick hanging system 12, broken stones are filled in the groove, a galvanized steel pipe 9 is buried in the ground groove between the ground water guide groove 13 and the water guide well 17, and cement mortar is used for filling and leveling after the burying is finished.
The U-shaped stainless steel plate 10 is installed on the basement outer wall 2 through the second expansion bolts 16, and finally, the dry-hanging wall tile system 12 is installed on the basement outer wall 2 to shield the U-shaped stainless steel plate 10 and the ground water diversion groove 13, so that the attractiveness of the processed basement outer wall is guaranteed.
And the first expansion bolt 5 and the second expansion bolt 16 are installed by adopting AB glue for joint filling to enhance the sealing property.
Finally, it should be noted that the above mentioned embodiments are only preferred embodiments of the present invention, and not intended to limit the present invention, and although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that the technical solutions described in the foregoing embodiments can be modified or some technical features can be replaced equally, and any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (6)
1. The utility model provides an outer wall movement joint infiltration department drainage node, includes basement outer wall (2), its characterized in that: one side of basement outer wall (2) is provided with dry wall brick system (12), be provided with leakage movement joint (1) on basement outer wall (2), mounting groove (15) have been seted up on basement outer wall (2), and mounting groove (15) are linked together with leakage movement joint (1), mounting groove (15) inner wall fixedly connected with zinc-plating stagnant water steel sheet (3), keep away from zinc-plating stagnant water steel sheet (3) one side of leakage movement joint (1) is equipped with water inflation sealing rod (7) of symmetric distribution, and water inflation sealing rod (7) with mounting groove (15) inner wall fixed connection, pour C30 little expansion concrete (8) in water inflation sealing rod (7), just C30 little expansion concrete (8) with zinc-plating stagnant water steel sheet (3) fixed connection.
2. The outer wall deformation joint water seepage position drainage node of claim 1, characterized in that: one side that basement outer wall (2) are close to dry wall brick system (12) with one side that C30 micro-expansion concrete (8) are close to dry wall brick system (12) all coats and has wall waterproof layer and additional layer (11), U-shaped corrosion resistant plate (10) are installed to one side that wall waterproof layer and additional layer (11) are close to dry wall brick system (12), one side below that C30 micro-expansion concrete (8) are close to dry wall brick system (12) is provided with ground diversion groove (13).
3. The outer wall deformation joint water seepage position drainage node of claim 2, characterized in that: one side butt that C30 micro-expansion concrete (8) was kept away from in zinc-plating stagnant water steel sheet (3) has connect first rubber filler strip (4) of symmetric distribution, and first rubber filler strip (4) and basement outer wall (2) butt.
4. The outer wall deformation joint water seepage position drainage node of claim 3, characterized in that: galvanized stagnant water steel sheet (3) are kept away from one side butt of first rubber filler strip (4) and are connect second rubber filler strip (14) of symmetric distribution, one side butt that galvanized stagnant water steel sheet (3) were kept away from in second rubber filler strip (14) has compressed tightly steel sheet (6), compress tightly and install first expansion bolts (5) on steel sheet (6), galvanized stagnant water steel sheet (3) and compressed tightly steel sheet (6) are through first expansion bolts (5) and basement outer wall (2) fixed connection.
5. The outer wall deformation joint water seepage position drainage node of claim 4, characterized in that: and second expansion bolts (16) which are symmetrically distributed are arranged on two sides of the U-shaped stainless steel plate (10), and the U-shaped stainless steel plate (10) is fixedly connected with the basement outer wall (2) through the second expansion bolts (16).
6. The outer wall deformation joint water seepage position drainage node of claim 5, characterized in that: a galvanized steel pipe (9) is arranged below one side, close to the dry wall brick hanging system (12), of the C30 micro-expansion concrete (8), the galvanized steel pipe (9) is communicated with the ground water diversion groove (13), and one end, far away from the ground water diversion groove (13), of the galvanized steel pipe (9) is fixedly connected with a water diversion well (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221394616.8U CN217420038U (en) | 2022-06-07 | 2022-06-07 | Drainage node at water seepage position of deformation joint of outer wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221394616.8U CN217420038U (en) | 2022-06-07 | 2022-06-07 | Drainage node at water seepage position of deformation joint of outer wall |
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| CN217420038U true CN217420038U (en) | 2022-09-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202221394616.8U Active CN217420038U (en) | 2022-06-07 | 2022-06-07 | Drainage node at water seepage position of deformation joint of outer wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118531886A (en) * | 2024-07-23 | 2024-08-23 | 恳盈环保科技(上海)有限公司 | Drainage ditch construction technology jointed with terrace |
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2022
- 2022-06-07 CN CN202221394616.8U patent/CN217420038U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118531886A (en) * | 2024-07-23 | 2024-08-23 | 恳盈环保科技(上海)有限公司 | Drainage ditch construction technology jointed with terrace |
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