Improved joint sealing waterproof structure for horizontal seismic isolation joint of seismic isolation groove
By using a combination of waterstop strips, asphalt sealant, and rubber waterstops in the horizontal isolation joints of the seismic isolation trench, the problems of difficult traditional construction and poor waterproof performance are solved, achieving the effects of simplified construction, improved waterproof performance, and durability.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- THE THIRD CONSTR CO LTD OF YNJG
- Filing Date
- 2025-05-30
- Publication Date
- 2026-05-12
AI Technical Summary
Traditional seismic isolation trenches and horizontal seismic isolation joints are difficult to construct, have poor waterproofing performance, insufficient durability, high construction costs, and have quality defects and maintenance requirements.
The design combines waterstop strips and asphalt sealant with rubber waterstops, which simplifies the construction process and improves waterproofing performance and durability by tightly installing them between the retaining wall and the cover plate of the seismic isolation trench.
It simplifies the construction process, improves waterproofing and stability, reduces construction costs, reduces maintenance needs, and realizes the concept of green building and construction.
Smart Images
Figure CN224228009U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to a horizontal seismic isolation joint structure, specifically an improved horizontal seismic isolation trench sealing and waterproofing structure, belonging to the field of architectural design technology. Background Technology
[0002] Current building designs often include seismic isolation layers. By installing seismic isolation rubber bearings and other technical measures, the seismic safety of building structures is improved. Seismic isolation trenches refer to the gaps between the retaining walls of the seismic isolation layer and the cover plates of the seismic isolation trenches. By setting up these horizontal seismic isolation joints, the structural parts below the seismic isolation bearings and the structural parts above the seismic isolation bearings can move up and down, left and right, and front and back during an earthquake, thereby reducing the destructive force of earthquakes on the main building structure.
[0003] In traditional designs, the horizontal seismic isolation joints of this type of seismic isolation trench are directly sealed with flexible sealant material. This sealing process must be carried out after the construction of the seismic isolation retaining wall and cover plate. The main drawbacks of this design are: ① Difficult construction: During construction, the sealant often has defects such as incomplete application and lack of density; ② Weak waterproofing and insufficient durability: Due to the frequent defects in the sealant, the horizontal seismic isolation joints are prone to seepage and leakage, requiring regular maintenance and even repairs; ③ In summary, the traditional design for sealing horizontal seismic isolation joints in seismic isolation trenches suffers from significant labor waste, poor waterproofing performance, poor durability, and increased costs associated with later construction, maintenance, and repairs.
[0004] Although existing structures already incorporate corresponding sealing and waterproofing mechanisms, they still suffer from structural complexity, long construction periods, and high costs.
[0005] Therefore, the key to solving the above-mentioned technical problems lies in developing a simple-to-construct, waterproof horizontal seismic isolation joint sealing and waterproofing structure and its construction method. Utility Model Content
[0006] In view of the many defects and shortcomings existing in the above-mentioned background technology, this utility model has made improvements and innovations, aiming to provide a new type of horizontal seismic isolation joint structure with simple structure and ingenious design, which can improve the waterproof performance of the horizontal seismic isolation joint and the overall construction quality of the seismic isolation trench while achieving the good effects of reducing labor efficiency and saving costs.
[0007] To solve the above problems and achieve the above-mentioned utility model objectives, this utility model provides an improved horizontal seismic isolation joint sealing and waterproofing structure for seismic isolation trenches, achieved through the following design structure and the following technical solution:
[0008] An improved horizontal seismic isolation joint sealing and waterproofing structure for seismic isolation trenches, comprising:
[0009] Waterstop strips are symmetrically installed on both sides of the top of the retaining wall of the seismic isolation trench.
[0010] Asphalt sealant, which is installed inside the two waterstop strips;
[0011] Waterstop strip: One end of the waterstop strip is placed inside the upper part of the retaining wall of the seismic isolation trench, and the other end is placed inside the cover plate of the seismic isolation trench.
[0012] The waterstop strip and asphalt sealant are tightly installed between the retaining wall of the seismic isolation trench and the cover plate of the seismic isolation trench.
[0013] Preferably, the waterstop strip is a water-swellable waterstop strip.
[0014] Preferably, the lower half of the waterstop is installed and fixed in the middle of the retaining wall of the seismic isolation trench, and the upper half of the waterstop is installed and fixed in the cover plate of the seismic isolation trench. The middle part of the waterstop is located at the top of the retaining wall of the seismic isolation trench and in the middle of the asphalt paste.
[0015] Preferably, the waterstop is a rubber waterstop.
[0016] Preferably, the waterstop strip is made of a flexible material.
[0017] Preferably, the asphalt paste is a flexible material.
[0018] Preferably, the waterstop is made of a flexible material.
[0019] The beneficial effects of this utility model compared with the prior art are:
[0020] 1. This utility model has a simple structure, is easy to construct and operate, and has strong safety and reliability. Compared with the traditional horizontal seismic isolation joint structure design, it has stronger waterproofness and stability.
[0021] 2. This utility model improves the construction procedures and methods of traditional horizontal seismic isolation joints. Compared with traditional structural design and construction methods, this utility model completes the installation of waterstops and the filling of horizontal seismic isolation joints first.
[0022] 3. The horizontal seismic isolation joint structure of this utility model can replace the bottom formwork of the corresponding area in the formwork erection of the seismic isolation trench cover plate. The overall construction process is simple to operate, the quality is controllable, and the safety and reliability are guaranteed.
[0023] 4. While satisfying the structural functions (horizontal seismic isolation joints can expand and shift during earthquakes) and usability of traditional seismic isolation trenches and horizontal seismic isolation joints, this utility model effectively improves the waterproofness, durability, and applicability of the horizontal seismic isolation joint structure. The construction process is advanced, feasible, convenient, and quick, effectively improving construction efficiency, reducing the risk of later maintenance and repair, and realizing the concept of green building and green construction. It has obvious innovation, quality advantages, and economic advantages. Attached Figure Description
[0024] The specific embodiments of this utility model will be further described in detail below with reference to the accompanying drawings, wherein:
[0025] Figure 1 This is one of the usage state diagrams of this utility model;
[0026] Figure 2 This is the second diagram showing the usage state of this utility model;
[0027] Figure 3 This is one of the construction drawings for this utility model;
[0028] Figure 4 This is the second construction drawing of this utility model;
[0029] Figure 5 This is the third construction drawing of this utility model;
[0030] Figure 6 This is the fourth construction drawing of this utility model;
[0031] Figure 7 This is the fifth construction drawing of this utility model;
[0032] Figure 8 This is the sixth construction drawing of this utility model;
[0033] Figure 9 This is a structural diagram of the present invention;
[0034] Figure 10 This is one of the engineering example drawings of this utility model;
[0035] Figure 11 This is one of the engineering example drawings of a utility model;
[0036] Figure 12 This is the second engineering example diagram of a utility model;
[0037] Figure 13 This is the third engineering example diagram of a utility model;
[0038] Figure 14 This is the fourth engineering example diagram of a utility model;
[0039] Figure 15This is the fifth engineering example diagram of a utility model;
[0040] In the figure, the numbers are as follows: 1—waterstop strip, 2—asphalt sealant, 3—waterstop belt, 4—seismic isolation trench retaining wall, 5—seismic isolation trench cover plate, 6—waterproof layer of seismic isolation trench retaining wall, 7—permanent protective brick wall, 8—outdoor backfill soil. Detailed Implementation
[0041] To make the technical means, inventive features, objectives, and effects of this utility model readily understandable, the technical solution of this utility model will be further described in detail below with reference to the accompanying drawings and specific embodiments. It should be noted that, unless otherwise specified, the embodiments and features in the embodiments of this application can be combined with each other. The present utility model will now be described in detail with reference to the accompanying drawings and embodiments.
[0042] Before using the above-mentioned improved horizontal seismic isolation joint sealing and waterproofing structure of the seismic isolation trench, it needs to be installed as a backup.
[0043] As per the instruction manual Figures 2 to 8 As shown, an improved horizontal seismic isolation joint sealing and waterproofing structure for seismic isolation trenches is characterized by comprising:
[0044] Waterstop strip 1 is symmetrically installed on both sides of the top of the retaining wall 4 of the seismic isolation trench;
[0045] Asphalt paste 2 is installed inside the two waterstop strips 1;
[0046] Waterstop 3, one end of which is set inside the retaining wall 4 above the seismic isolation trench, and the other end is set inside the cover plate 5 of the seismic isolation trench;
[0047] Among them, the waterstop strip 1 and the asphalt paste 2 are tightly installed between the retaining wall 4 of the seismic isolation trench and the cover plate 5 of the seismic isolation trench.
[0048] Furthermore, the waterstop strip 1 is a water-swellable waterstop strip.
[0049] Furthermore, the waterstop 3 is a rubber waterstop.
[0050] Specifically, the lower half of the waterstop 3 is installed and fixed in the middle of the retaining wall 4 of the seismic isolation trench, and the upper half of the waterstop 3 is installed and fixed in the cover plate 5 of the seismic isolation trench. The middle part of the waterstop 3 is located at the top of the retaining wall 4 of the seismic isolation trench and in the middle of the asphalt paste 2.
[0051] Furthermore, the waterstop strip 1, asphalt paste 2, and waterstop belt 3 are all made of flexible materials.
[0052] like Figures 1 to 8 As shown, the working process of this improved horizontal seismic isolation joint sealing and waterproofing structure includes the following steps:
[0053] S1, Construction of the foundation or base slab structure of the seismic isolation layer;
[0054] S2. After the construction of the foundation or base plate structure of the seismic isolation layer is completed, the reinforcement and formwork of the seismic isolation trench retaining wall are installed. During this period, the lower half of the waterstop 3 is pre-embedded and fixed in the inner middle position above the seismic isolation trench retaining wall 4.
[0055] After the installation of the reinforcement, formwork and waterstop of the retaining wall of the seismic isolation trench is completed, the concrete of the retaining wall of the seismic isolation trench is poured.
[0056] S4. After the construction of the seismic isolation trench retaining wall 4 is completed, the waterstop strip 1 is installed parallel to the top two sides of the seismic isolation trench retaining wall 4. After the waterstop strip 1 is installed, the asphalt paste 2 is filled between the waterstop strip 1 and the waterstop strip 3. The top elevation of the constructed waterstop strip 1 and asphalt paste 2 is the bottom elevation of the seismic isolation trench cover plate 5.
[0057] After the construction of the waterstop strip 1 and asphalt paste 2 at the top of the seismic isolation trench retaining wall 4 is completed, the construction of the seismic isolation trench cover plate reinforcement and formwork is carried out. During this period, the upper part of the waterstop strip 3 needs to be pre-embedded and fixed inside the seismic isolation trench cover plate 5.
[0058] S6, After the installation of the upper part of the reinforcement, formwork and waterstop of the seismic isolation trench cover plate is completed, pour the concrete for the seismic isolation trench cover plate.
[0059] After the concrete pouring of the seismic isolation trench cover plate 5 is completed, subsequent construction procedures such as laying the seismic isolation trench retaining wall waterproof layer 6, building the permanent protective brick wall 7, and backfilling soil outdoors can be carried out on the outside of the seismic isolation trench retaining wall 4; thus, the construction work of this utility model is completed.
[0060] Furthermore, in step S5, the waterstop strip 1 and asphalt sealant 2 on the top of the seismic isolation trench retaining wall can be used to replace the bottom formwork of the corresponding area during the installation of the seismic isolation trench cover plate template 5.
[0061] Economic Benefit Comparison Table (Taking the construction of horizontal seismic isolation joint sealing in a 1-meter long, 200mm (width) × 50mm (thickness) seismic isolation trench as an example)
[0062]
[0063]
[0064]
[0065] Finally, it should be noted that the above description is merely a preferred embodiment of this utility model and is not intended to limit the utility model in any other way. Any person skilled in the art may make changes or modifications to the above-disclosed technical content to create equivalent embodiments. However, any simple modifications, equivalent changes, and modifications made to the above embodiments based on the technical essence of this utility model without departing from its technical solution shall still fall within the protection scope of this utility model.
Claims
1. An improved sealing and waterproofing structure for horizontal seismic isolation joints in a seismic isolation trench, characterized in that, include: Waterstop strip (1) is symmetrically installed on both sides of the top of the retaining wall (4) of the seismic isolation trench; Asphalt sealant (2) is placed inside the two waterstop strips (1); Waterstop (3), one end of the waterstop (3) is set inside the retaining wall (4) of the seismic isolation trench, and the other end is set inside the cover plate (5) of the seismic isolation trench; Among them, the waterstop strip (1) and the asphalt paste (2) are closely installed between the retaining wall (4) of the seismic isolation trench and the cover plate (5) of the seismic isolation trench.
2. The improved horizontal seismic isolation joint sealing and waterproofing structure of the seismic isolation trench according to claim 1, characterized in that, The waterstop strip (1) is a water-swellable waterstop strip.
3. The improved horizontal seismic isolation joint sealing and waterproofing structure of the seismic isolation trench according to claim 1, characterized in that, The lower half of the waterstop (3) is installed and fixed in the middle of the retaining wall (4) of the seismic isolation trench, and the upper half of the waterstop (3) is installed and fixed in the cover plate (5) of the seismic isolation trench. The middle part of the waterstop (3) is located at the top of the retaining wall (4) of the seismic isolation trench and in the middle of the asphalt paste (2).
4. The improved horizontal seismic isolation joint sealing and waterproofing structure of the seismic isolation trench according to claim 1 or 3, characterized in that, The waterstop (3) is a rubber waterstop.
5. The improved horizontal seismic isolation joint sealing and waterproofing structure of the seismic isolation trench according to claim 1, characterized in that, The waterstop strip (1) is made of flexible material.
6. The improved horizontal seismic isolation joint sealing and waterproofing structure of the seismic isolation trench according to claim 1, characterized in that, The asphalt paste (2) is a flexible material.
7. The improved horizontal seismic isolation joint sealing and waterproofing structure of the seismic isolation trench according to claim 1, characterized in that, The waterstop (3) is made of flexible material.