CN219622022U - Secondary structure infilled wall guide wall waterproof construction - Google Patents
Secondary structure infilled wall guide wall waterproof construction Download PDFInfo
- Publication number
- CN219622022U CN219622022U CN202320994069.5U CN202320994069U CN219622022U CN 219622022 U CN219622022 U CN 219622022U CN 202320994069 U CN202320994069 U CN 202320994069U CN 219622022 U CN219622022 U CN 219622022U
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- Prior art keywords
- wall
- guide wall
- waterproof
- secondary structure
- overground
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- 238000010276 construction Methods 0.000 title claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 40
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 12
- 239000004570 mortar (masonry) Substances 0.000 claims description 12
- 239000011248 coating agent Substances 0.000 claims description 10
- 238000000576 coating method Methods 0.000 claims description 10
- 229920002635 polyurethane Polymers 0.000 claims description 10
- 239000004814 polyurethane Substances 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 5
- 238000004873 anchoring Methods 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 7
- 238000004078 waterproofing Methods 0.000 abstract description 3
- 239000012466 permeate Substances 0.000 abstract description 2
- 201000010099 disease Diseases 0.000 description 3
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007788 roughening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
The utility model relates to a waterproof structure of a secondary structure filling wall guide wall, which belongs to the technical field of filling wall guide wall waterproofing, and comprises a filling wall guide wall, wherein the filling wall guide wall is of a secondary structure, the filling wall guide wall is arranged at the top of an overground structure beam at the inner side of an outer wall, water stop sheets are welded at the tops of measure ribs at the tops of overground structure beams in the filling wall guide wall, and the upper parts of the water stop sheets extend out of a concrete pouring surface of the overground structure beam. When water permeates the outer wall of the secondary structure and the bottom of the guide wall between the water rooms, the water stop sheet can form effective protection to block water seepage or prolong a water seepage path, so that the water is prevented from further infiltrating into the indoor space, the waterproof performance of the guide wall of the filling wall is improved, and leakage between the outer wall and the guide wall between the water rooms is prevented. In addition, because the infilled wall guide wall is the secondary structure, the construction of the main body structure is not influenced, the positioning of the reserved reinforcing steel bars and the hanging die is not influenced, and holes are not required to be formed in the side faces of the columns when the horizontal reinforcing steel bars are reserved, so that the construction progress is ensured.
Description
Technical Field
The utility model belongs to the technical field of guide wall waterproofing of filling walls, and particularly relates to a secondary structure filling wall guide wall waterproofing structure.
Background
In recent years, the problem of leakage quality of deformation joints of building floors has been plagued, and the integrity of building products is also affected. The building quality common disease is a difficult technical problem which is difficult to solve in the building construction technology, and is a durable disease in the building quality common disease for a long time.
In order to prevent leakage between the outer wall and the guide wall of the water-bearing room, a main structure is generally provided with a waterproof ridge at one time, the waterproof ridge is provided with reinforcing bars, and when the main structure is constructed, the reserved reinforcing bars and the hanging die cannot be positioned. Especially, the reservation of horizontal muscle needs to open the hole in the post side, seriously influences the construction progress.
Disclosure of Invention
The utility model aims to provide a waterproof structure of a secondary structure filling wall guide wall, which aims to solve the problem that the positioning of reserved steel bars and hanging dies cannot be ensured when a main structure is constructed due to the fact that the main structure is provided with a waterproof bank with reinforcement bars at one time; the reserved horizontal ribs need to be provided with holes on the side surfaces of the columns, and the technical problem of construction progress is seriously affected.
The utility model provides a secondary structure filling wall guide wall waterproof structure, which comprises a filling wall guide wall, wherein the filling wall guide wall is of a secondary structure, the filling wall guide wall is arranged at the top of an overground structure beam at the inner side of an outer wall, water stopping sheets are welded at the tops of measure ribs at the tops of overground structure beams in the filling wall guide wall, and the upper parts of the water stopping sheets extend out of a concrete pouring surface of the overground structure beam.
Preferably, the measure bars are bound on the tops of the longitudinal steel bars of the overground structural beam or on the top stirrups of the overground structural beam.
Preferably, the water stop sheet is flat iron.
Preferably, the water stop sheet is in spot welding connection with the measure ribs.
Preferably, a structural floor slab is connected between the top of the overground structural beam and the guide wall of the filling wall in an anchoring manner, and waterproof mortar at the corner of the guide wall is arranged between the top of the structural floor slab and the inner side of the bottom of the guide wall of the filling wall.
Preferably, the part of the water stop sheet, which extends out of the concrete pouring surface of the overground structural beam, is at least 20mm.
Preferably, the outer wall and the filling wall guide wall sequentially comprise outer wall waterproof mortar and polyurethane waterproof coating from outside to inside.
Preferably, the waterproof mortar for the outer wall is paved on the whole outer wall.
Preferably, the top of the polyurethane waterproof coating exceeds the top of the concrete pouring surface of the overground structural beam by 100mm, and the bottom of the polyurethane waterproof coating is lower than the top of the concrete pouring surface of the overground structural beam by 100mm.
Preferably, the water stop sheet is 40mm 4mm galvanized flat iron.
Compared with the prior art, the utility model has the characteristics and beneficial effects that: according to the utility model, the water stop sheets are welded at the inner side of the outer wall and the tops of the ground structural beams and the top of the ribs, and the filling wall guide wall is poured for the second time, so that when water permeates into the outer wall with the secondary structure and the bottom of the guide wall with the water room, the water stop sheets can form effective protection, block water seepage or prolong a water seepage path, and prevent the water from further permeating into the indoor space, thereby improving the waterproof performance of the filling wall guide wall and preventing leakage between the outer wall and the guide wall with the water room. In addition, because the infilled wall guide wall is the secondary structure, the construction of the main body structure is not influenced, the positioning of the reserved reinforcing steel bars and the hanging die is not influenced, and holes are not required to be formed in the side faces of the columns when the horizontal reinforcing steel bars are reserved, so that the construction progress is ensured.
Drawings
FIG. 1 is a schematic view of a secondary structure infill wall guide wall waterproof structure;
fig. 2 is a schematic plan view of the countermeasure bar.
The drawings are marked: 1-infilled wall guide wall, 2-overground structural beam, 3-outer wall, 4-measure rib, 5-water stop sheet, 6-structural floor, 7-guide wall corner waterproof mortar, 8-outer wall waterproof mortar, 9-polyurethane waterproof coating, 10-plate upper reinforcing bar and 11-beam upper longitudinal rib.
Detailed Description
The present utility model will be further described below in order to make the technical means, innovative features, achieved objects and effects achieved by the present utility model easy to understand.
The examples described herein are specific embodiments of the present utility model, which are intended to illustrate the inventive concept, are intended to be illustrative and exemplary, and should not be construed as limiting the utility model to the embodiments and scope of the utility model. In addition to the embodiments described herein, those skilled in the art can adopt other obvious solutions based on the disclosure of the claims and specification, including those adopting any obvious substitutions and modifications to the embodiments described herein.
In the description of the present utility model, it should be noted that the directions or positional relationships indicated by the terms "upper", "lower", "inner", "outer", "front", "rear", "both ends", "one end", "the other end", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific direction, be configured and operated in the specific direction, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "provided," "connected," and the like are to be construed broadly, and may be fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
As shown in fig. 1, the waterproof structure of the filling wall of the secondary structure comprises a filling wall guide wall 1, wherein the filling wall guide wall 1 is arranged at the top of an overground structural beam 2 inside an outer wall 3, a water stop sheet 5 is welded at the top of a measure rib 4 at the top of the overground structural beam 2 in the filling wall guide wall 1, and preferably, the water stop sheet 5 is in spot welding connection with the measure rib 4. The upper portion of the water stop sheet 5 protrudes from the concrete placement surface of the above-ground structural beam 2, and preferably, the portion of the water stop sheet 5 protruding from the concrete placement surface of the above-ground structural beam 2 is at least 20mm. The water stop sheet 5 is a flat iron, preferably the water stop sheet 5 is a 40mm 4mm galvanized flat iron. The infill wall guide wall 1 is of a secondary structure.
The structural floor slab 6 is connected between the top of the ground structural beam 2 and the filling wall guide wall 1 in an anchoring manner, and the waterproof mortar 7 at the corner of the guide wall is arranged between the top of the structural floor slab 6 and the inner side of the bottom of the filling wall guide wall 1, so that the waterproof performance of the secondary structural filling wall guide wall is further improved.
As shown in fig. 2, the measure tendons 4 are bound on the tops of the longitudinal rebars of the ground structural beam 2 or on the top stirrups of the ground structural beam 2. Specifically, the plate upper portion reinforcing steel bar 10 is anchored at the top of the ground structure beam 2, the measure steel bar 4 is in binding connection with the beam upper portion longitudinal steel bar 11, and the water stop sheet 5 is fixed with the measure steel bar 4 through spot welding.
The outer wall 3 and the filler guide wall 1 sequentially comprise outer wall waterproof mortar 8 and polyurethane waterproof coating 9 from outside to inside. The whole surface of the outer wall 3 is paved with the outer wall waterproof mortar 8. The top of the polyurethane waterproof coating 9 exceeds the top of the concrete casting surface of the overground structural beam 2 by 100mm, and the bottom of the polyurethane waterproof coating 9 is lower than the top of the concrete casting surface of the overground structural beam 2 by 100mm.
The construction method of the secondary structure filling wall guide wall waterproof structure comprises the following steps:
1. when binding the reinforcing steel bars of the overground structural beam 2, binding the measure bars 4 at the tops of the reinforcing steel bars of the overground structural beam 2, arranging the measure bars 4 at intervals of every 600mm, and then fixing the water stop sheets 5 to the measure bars 4 in a spot welding mode.
2. And pouring the overground structural beam 2, wherein the top of the water stop sheet 5 extends out of the concrete top surface of the overground structural beam 2. The upper concrete of the ground structural beam 2 is subjected to roughening treatment.
3. And erecting the templates by adopting templates, battens and split bolts according to the designed height, and pouring concrete after the templates are erected to form the infill wall guide wall 1.
4. And concrete light receiving is carried out on the upper part of the guide wall 1 of the filling wall.
The above examples are only illustrative of the preferred embodiments of the present utility model and are not intended to limit the scope of the present utility model, and various modifications and improvements made by those skilled in the art to the technical solution of the present utility model should fall within the scope of protection defined by the claims of the present utility model without departing from the spirit of the design of the present utility model.
Claims (10)
1. The utility model provides a secondary structure infill wall guide wall waterproof construction, includes infill wall guide wall (1), its characterized in that: the filling wall guide wall (1) is of a secondary structure, the filling wall guide wall (1) is arranged at the top of the overground structural beam (2) on the inner side of the outer wall (3), water stopping sheets (5) are welded at the tops of measure ribs (4) on the tops of the overground structural beam (2) in the filling wall guide wall (1), and the upper parts of the water stopping sheets (5) extend out of a concrete pouring surface of the overground structural beam (2).
2. The secondary structure infill wall guide wall waterproof structure according to claim 1, wherein: the measure bars (4) are bound on the tops of the longitudinal steel bars of the overground structural beam (2) or the top stirrups of the overground structural beam (2).
3. The secondary structure infill wall guide wall waterproof structure according to claim 1, wherein: the water stop sheet (5) is flat iron.
4. The secondary structure infill wall guide wall waterproof structure according to claim 1, wherein: the water stop sheet (5) is connected with the measure rib (4) through spot welding.
5. The secondary structure infill wall guide wall waterproof structure according to claim 1, wherein: the floor slab structure is characterized in that a structural floor slab (6) is connected between the top of the ground structural beam (2) and the guide wall (1) of the filling wall in an anchoring manner, and waterproof mortar (7) at the corner of the guide wall is arranged between the top of the structural floor slab (6) and the inner side of the bottom of the guide wall (1) of the filling wall.
6. The secondary structure infill wall guide wall waterproof structure according to claim 1, wherein: the part of the water stop sheet (5) extending out of the concrete pouring surface of the overground structural beam (2) is at least 20mm.
7. The secondary structure infill wall guide wall waterproof structure according to claim 1, wherein: the waterproof mortar for the outer wall (3) and the guide wall (1) of the filling wall sequentially comprise waterproof mortar (8) for the outer wall and a waterproof coating (9) for polyurethane from outside to inside.
8. The secondary structure infill wall guide wall waterproof structure of claim 7, wherein: the whole outer wall (3) is paved with the outer wall waterproof mortar (8).
9. The secondary structure infill wall guide wall waterproof structure of claim 7, wherein: the top of the polyurethane waterproof coating (9) exceeds the top of the concrete pouring surface of the overground structural beam (2) by 100mm, and the bottom of the polyurethane waterproof coating (9) is lower than the top of the concrete pouring surface of the overground structural beam (2) by 100mm.
10. The secondary structure infill wall guide wall waterproof structure according to claim 3, wherein: the water stop sheet (5) is 40mm 4mm galvanized flat iron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320994069.5U CN219622022U (en) | 2023-04-27 | 2023-04-27 | Secondary structure infilled wall guide wall waterproof construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320994069.5U CN219622022U (en) | 2023-04-27 | 2023-04-27 | Secondary structure infilled wall guide wall waterproof construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219622022U true CN219622022U (en) | 2023-09-01 |
Family
ID=87770409
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320994069.5U Active CN219622022U (en) | 2023-04-27 | 2023-04-27 | Secondary structure infilled wall guide wall waterproof construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219622022U (en) |
-
2023
- 2023-04-27 CN CN202320994069.5U patent/CN219622022U/en active Active
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| GR01 | Patent grant | ||
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