Ribbed broken line plate and basement exterior wall post-cast strip sealing structure
Through the use of ribbed folding plate structure, the complex and leakage of the basement exterior wall rear pouring belt is solved, and the construction is simplified and efficiency is improved, the cost and construction period are significantly reduced, and the waterproof quality and engineering economy are improved.
Patent Information
- Application Number
- CN202421205872.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-30
- Publication Date
- 2025-01-14
- Estimated Expiration
- 2034-05-30
AI Technical Summary
In high-rise buildings, the construction process of the basement exterior wall back pouring strip is complicated, prone to cracking and leakage, resulting in a long construction cycle and high cost, especially in rainy and snowy weather or narrow site, which affects the construction progress and safety.
The ribbed line plate structure is adopted, including reinforced concrete body and water-stop screw, and the water-stop steel plate is fixed through tenon connection to form a solid outer membrane, allowing the construction of waterproofing and earth-back-filling simultaneously to avoid interference with the settlement of the post-pouring tape.
It simplifies construction operations, reduces costs, shortens construction cycles, improves waterproofing quality and engineering economic benefits, and avoids cracking and waterproof cracking problems in protective walls.
Smart Images
Figure CN222349771U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of basement exterior wall post-casting strip construction, in particular to a ribbed folding line plate and a basement exterior wall post-casting strip closed structure. Background Art
[0002] In the process of high-rise building construction, the retention of post-cast joints is to prevent harmful cracks caused by uneven shrinkage or settlement of cast-in-place reinforced concrete structures during construction. Temporary construction joints are left in corresponding positions according to design or construction specifications. The settlement post-cast joints set at the connection between the basement and the main building according to the design requirements can only be poured more than 60 days after the main building structure is capped or longer according to the design requirements. In this case, the backfill work of the waterproof layer and outdoor earthwork at the location of the post-cast joint of the basement exterior wall cannot be carried out smoothly. In case of rain and snow, and rainwater enters the basement, it is necessary to spend manpower and material resources for drainage, and protective measures must be taken. For construction sites with narrow sites or projects that require precipitation, if the subsequent waterproof layer, backfill soil, hardened site and other construction cannot be carried out in time, it will also affect the on-site construction plane layout, which will affect the subsequent construction, resulting in difficulties in the layout of the construction site, increased on-site costs and delays in the construction period. Therefore, it is necessary to improve and perfect it. Utility Model Content
[0003] The technical problem to be solved by the utility model is to provide a ribbed folding plate and a basement outer wall post-cast strip closed structure to solve the problems of complex masonry construction procedures at the basement outer wall post-cast strip in the prior art, easy cracking and leakage, long construction period and high cost.
[0004] The utility model solves the above-mentioned technical problems with a technical solution as follows: a ribbed fold line plate, comprising: a reinforced concrete body and a plurality of waterstop screws, one end of each waterstop screw being fixed in the reinforced concrete body, the other end of each waterstop screw being outside the reinforced concrete body and fixing the waterstop steel plate, the upper and lower ends of the reinforced concrete body respectively having a tenon and a mortise.
[0005] The beneficial effects of the utility model are as follows: the ribbed broken line plate components are easy to manufacture on site, are relatively light, and have simple construction operations. They can solve the interference caused by the unsealed parts of the post-cast strips on the basement exterior walls to the construction. They have a firm structure, are easy to install, have strong durability, and are easy to replace. They can reduce construction costs, greatly shorten the construction period, and create conditions for cross-operation and flow construction, thereby speeding up the construction progress.
[0006] On the basis of the above technical solution, the present invention can also be improved as follows.
[0007] Furthermore, a single-layer bidirectional steel mesh is cast inside the reinforced concrete body.
[0008] Furthermore, the single-layer bidirectional steel mesh is made of HRB400Ф12mm threaded steel bars welded at a spacing of 150mm.
[0009] Furthermore, the reinforced concrete body has a plurality of cavities with dimensions of 100 cm×50 cm×10 cm, a middle rib height of 10 cm, and a side rib height of 5 cm.
[0010] Furthermore, the number of the water-stopping screws is at least two, and the water-stopping screws are located at the middle rib of the reinforced concrete body.
[0011] Furthermore, the diameter of the water-stop screw is 12 mm.
[0012] Based on the above technical scheme, the utility model also provides a closed structure for the post-cast strip of the basement exterior wall, including: a plurality of ribbed folded line plates 1 are arranged along the height direction on the outside of the post-cast strip of the basement exterior wall, two adjacent ribbed folded line plates are connected by mortise and tenon joints, a formwork is arranged on the inside of the post-cast strip of the basement exterior wall, and the water-stop screws on the ribbed folded line plates are fixed to the formwork.
[0013] The above further beneficial effects are: using the ribbed folded plate as the outer fetal membrane of the post-cast strip of the basement outer wall, after the ribbed folded plate is fixed, the insulation layer, waterproof layer and protective layer can be constructed directly along the outer wall, that is, the waterproof construction can be carried out simultaneously with the other positions, eliminating the joints of the waterproof layer in this position, and not being disturbed by the current state of the post-cast strip. Compared with the traditional construction method, the basement outer wall waterproofing construction and earth backfilling work can be carried out in advance, which greatly improves the waterproof quality of the post-cast strip. After the post-cast strip is poured, the ribbed folded plate becomes a part of the outer wall. The ribbed folded plate not only serves as a protective wall at the post-cast strip position, but also will not be disturbed by the settlement of the post-cast strip, which greatly reduces the total construction period, saves the total construction period, saves construction costs, significantly improves the economic benefits of the project, and improves energy conservation and environmental protection. Through the mortise and tenon connection between the ribbed folded plates and the buried water-stop screws fixed to the reinforced concrete body, the protective wall assembled by the ribbed folded plates is effectively firmly connected to the shear wall, avoiding quality problems such as cracking of the protective wall and waterproof cracking.
[0014] Furthermore, the transverse length of the ribbed fold line plate is 50 cm greater than the transverse width of the post-cast strip. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 This is a front view of the ribbed folding plate in the utility model;
[0016] Figure 2 It is a cross-sectional view of the ribbed folding plate in the utility model;
[0017] Figure 3 The structural diagram of two adjacent ribbed folding plates connected by mortise and tenon joints
[0018] Figure 4 It is a structural diagram of the closed structure of the post-cast strip of the basement exterior wall in the utility model.
[0019] In the accompanying drawings, the components represented by the reference numerals are listed as follows:
[0020] 1. ribbed broken line plate, 110. reinforced concrete body, 111. single-layer bidirectional steel mesh, 112. tenon, 113. tenon groove, 114. cavity, 120. water-stop screw, 130. water-stop steel plate, 2. formwork, 3. post-casting strip. DETAILED DESCRIPTION
[0021] The principles and features of the present invention are described below in conjunction with the accompanying drawings. The examples given are only used to explain the present invention and are not used to limit the scope of the present invention.
[0022] Example 1
[0023] like Figure 1 , Figure 2 , Figure 3 As shown, a ribbed folded line plate includes: a reinforced concrete body 110 and a plurality of water-stop screws 120, one end of each water-stop screw 120 is fixed in the reinforced concrete body 110, and the other end of each water-stop screw 120 is outside the reinforced concrete body 110, and the end of the water-stop screw 120 outside the reinforced concrete body 110 is fixed to a water-stop steel plate 130, the upper end of the reinforced concrete body 110 has a tenon 112, and the lower end of the reinforced concrete body 110 has a tenon groove 113, when the ribbed folded line plates 1 are arranged in an up-and-down form, the tenon 112 on the ribbed folded line plate 1 at the bottom is correspondingly inserted in the tenon groove 113 on the ribbed folded line plate 1 at the top to realize mortise and tenon connection, of course, in actual application, it is not ruled out that the upper end of the reinforced concrete body 110 has a tenon groove, and the lower end of the reinforced concrete body 110 has a tenon.
[0024] Example 2
[0025] like Figure 2 As shown, this embodiment is a further optimization of Embodiment 1, and its specific scheme is as follows:
[0026] The reinforced concrete body 110 is cast based on concrete of strength grade C30 and a single-layer bidirectional steel mesh 111 with good stress-bearing performance, wherein the single-layer bidirectional steel mesh 111 is welded with HRB400Ф12mm threaded steel bars at a spacing of 150mm.
[0027] Furthermore: the reinforced concrete body 110 has a plurality of cavities 114 with dimensions of 100cm×50cm×10cm, a middle rib height of 10cm, and a side rib height of 5cm. The weight of each ribbed fold line plate 1 does not exceed 30kg, and has the advantages of light weight, good stress bearing performance, and easy assembly.
[0028] Example 3
[0029] like Figure 1 As shown, this embodiment is a further optimization based on Embodiment 1 or 2, and its specific scheme is as follows:
[0030] The number of the waterstop screws 120 is at least two, and the waterstop screws 120 are located at the middle rib of the reinforced concrete body 110. The given drawings only show that there are two waterstop screws 120 on the middle rib of the reinforced concrete body 110. The diameter of the waterstop screws 120 used is preferably 12 mm. Of course, in actual application, the use of waterstop screws 120 of other sizes is not excluded.
[0031] Example 4
[0032] like Figure 3 , Figure 4 As shown, a closed structure of a post-cast strip on an outer wall of a basement comprises: a ribbed folded line plate 1 as described in any one of embodiments 1 to 3, a plurality of ribbed folded line plates 1 are arranged along the height direction on the outer side of the post-cast strip 3 on the outer wall of the basement, two adjacent ribbed folded line plates 1 are connected by mortise and tenon, that is, the tenon 112 on the ribbed folded line plate 1 located at the bottom is correspondingly inserted into the tenon groove 113 on the ribbed folded line plate 1 located at the top, to realize the mortise and tenon, so that the ribbed folded line plates 1 are mutually engaged in the vertical direction to form a whole, so as to close the post-cast strips of different heights, and provide convenience for the assembly of the ribbed folded line plates 1, a template 2 is arranged on the inner side of the post-cast strip 3 on the outer wall of the basement, and the water-stop screw 120 on the ribbed folded line plate 1 is fixed to the template 2, so that a horizontal gap of the post-cast strip 3 is formed between the ribbed folded line plate 1 and the template 2.
[0033] After the ribbed fold line plate 1 is fixed, the construction of the insulation layer, waterproof layer and protective layer can be carried out directly along the outer wall without being disturbed by the current state of the post-cast strip, and the backfilling of soil can also be carried out smoothly. When the post-cast strip 3 is poured, the ribbed fold line plate 1 becomes a part of the outer wall. The ribbed fold line plate 1 not only serves as a protective wall at the post-cast strip 3, but also will not be disturbed by the settlement of the post-cast strip 3, which greatly reduces the total construction period, saves the total construction period, saves construction costs, significantly improves the economic benefits of the project, and improves energy conservation and environmental protection.
[0034] Generally, the transverse length of the ribbed fold line plate 1 is preferably 50 cm greater than the transverse width of the post-cast strip.
[0035] The construction process is:
[0036] Manually carry the ribbed folding plate 1 to the post-casting zone of the exterior wall;
[0037] A layer of waterproof mortar about 2 cm thick is laid on the outer side of the post-cast strip of the exterior wall, and then the ribbed folding plate 1 is installed;
[0038] The ribbed folding plate 1 and the inner formwork 2 of the post-casting strip are connected and fixed by a water-stop screw 120 with a water-stop steel plate 130;
[0039] The ribbed folded line plates 1 are installed piece by piece from bottom to top, and the two adjacent ribbed folded line plates 1 in the vertical direction are mortise-jointed. The advantage of segmented assembly is that the components are relatively light and convenient for on-site construction. The mortise-jointed connection is adopted, which is convenient for connection construction and increases the overall waterproof effect of the connection.
[0040] The ribbed folded plate 1 is surface treated and a waterproof layer, a waterproof protective layer and a thermal insulation layer are constructed;
[0041] Backfill construction.
[0042] By using the ribbed folded plate 1 as the outer membrane of the post-cast strip of the basement exterior wall, the waterproofing construction can be carried out synchronously with other positions, eliminating the joints of the waterproof layer in this position, and fixing the ribbed folded plate 1 with the reinforced concrete body through the mortise and tenon connection between the ribbed folded plate 1 and the buried water-stop screw 120, the protective wall assembled by the ribbed folded plate 1 is effectively and firmly connected to the shear wall, avoiding quality problems such as cracking of the protective wall and waterproof cracking, greatly improving the waterproofing quality effect of the post-cast strip, shortening the construction period, and reducing construction costs.
[0043] Although the embodiments of the present invention have been shown and described above, it can be understood that the above embodiments are exemplary and cannot be understood as limitations of the present invention. Ordinary technicians in the field can change, modify, replace and modify the above embodiments within the scope of the present invention.
Claims
1. A ribbed folding plate, characterized in that: include: A reinforced concrete body (110) and a plurality of water-stop screws (120), one end of each water-stop screw (120) being fixed inside the reinforced concrete body (110), and the other end of each water-stop screw (120) being outside the reinforced concrete body (110) and fixing a water-stop steel plate (130), wherein the upper and lower ends of the reinforced concrete body (110) are respectively provided with a tenon (112) and a tenon groove (113).
2. A ribbed folding plate according to claim 1, characterized in that: A single-layer bidirectional steel mesh (111) is cast inside the reinforced concrete body (110).
3. A ribbed folding plate according to claim 2, characterized in that: The single-layer bidirectional steel mesh (111) is made of HRB400Ф12mm threaded steel bars welded at a spacing of 150mm.
4. The ribbed folding plate according to claim 1, characterized in that: The reinforced concrete body (110) has a plurality of cavities (114) with dimensions of 100 cm×50 cm×10 cm, a middle rib height of 10 cm, and a side rib height of 5 cm.
5. The ribbed folding plate according to claim 1, characterized in that: The number of the water-stopping screws (120) is at least two, and the water-stopping screws (120) are located at the middle rib of the reinforced concrete body (110).
6. A ribbed folding plate according to claim 5, characterized in that: The diameter of the water-stop screw (120) is 12 mm.
7. A basement exterior wall post-cast strip enclosed structure, characterized in that: include: According to any one of claims 1 to 6, a plurality of ribbed folded plates (1) are arranged along the height direction on the outside of the post-cast strip (3) of the basement outer wall, two adjacent ribbed folded plates (1) are connected by mortise and tenon joints, and a formwork (2) is arranged on the inside of the post-cast strip (3) of the basement outer wall, and the water-stop screws (120) on the ribbed folded plates (1) are fixed to the formwork (2).
8. The basement exterior wall post-cast strip enclosed structure according to claim 7, characterized in that: The transverse length of the ribbed folding plate (1) is 50 cm greater than the transverse width of the post-cast strip (3).