Lightweight high-strength prefabricated post-pouring strip sealing plate
By using the insertion and fixing of precast post-pouring strip sealing plates, the problem of delayed closure of basement post-pouring strips was solved, achieving early closure and improved safety, ensuring the project was completed on schedule.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- CHINA CONSTR FIRST DIV GROUP CONSTR & DEV
- Filing Date
- 2025-04-14
- Publication Date
- 2026-07-31
AI Technical Summary
In existing technologies, the post-cast strip in the basement can only be sealed 60 days after construction is completed, which affects the construction progress and safety, and is prone to waterproofing problems.
Lightweight and high-strength precast post-cast strip sealing plates are used. By inserting connecting blocks and U-shaped fixing bars into the original reinforced concrete structure exterior wall, the post-cast strip is sealed in advance. Combined with the hanging bars and U-shaped fixing bars, it is fixedly connected to the structural steel bars.
It greatly shortens construction time, improves safety and waterproofing performance, reduces safety hazards, and ensures that the project is completed on schedule.
Smart Images

Figure CN224578766U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of building construction, and in particular to a lightweight and high-strength precast post-pouring strip sealing plate. Background Technology
[0002] With the rapid development of China's economy, basement structural projects are increasing, and construction schedules are tight in order to put these projects into use as soon as possible. However, post-pouring strips generally cannot be sealed with concrete until 60 days after the completion of the basement structure construction, which will seriously affect the backfilling and waterproofing of the basement trench. In order to meet the construction schedule, it was decided to use this method to seal the post-pouring strips of the basement in advance, so as to carry out the backfilling and waterproofing work. Utility Model Content
[0003] The purpose of this invention is to provide a lightweight and high-strength precast post-pouring strip sealing plate to solve the above-mentioned problems in the prior art.
[0004] To achieve the above objectives, this utility model provides the following technical solution: a lightweight and high-strength precast post-cast strip sealing plate, comprising a first original reinforced concrete structure exterior wall and a second original reinforced concrete structure exterior wall, wherein a continuous post-cast strip is provided between the first original reinforced concrete structure exterior wall and the second original reinforced concrete structure exterior wall, the precast post-cast strip sealing plate comprising an outer hanging plate, the outer hanging plate being a cuboid, and two connecting blocks being provided at the lower part of the outer hanging plate near both ends, multiple precast post-cast strip sealing plates being laid at the post-cast strip, and the two ends of the precast post-cast strip sealing plate being inserted into the first original reinforced concrete structure exterior wall and the second original reinforced concrete structure exterior wall respectively through the two connecting blocks.
[0005] In a preferred embodiment, a first groove corresponding to the connecting block is provided on the outer wall of the first original reinforced concrete structure, and a second groove corresponding to the connecting block is provided on the outer wall of the second original reinforced concrete structure, with the two connecting blocks respectively inserted into the first groove and the second groove.
[0006] In a preferred embodiment, structural steel bars are provided in the post-cast strip, and two U-shaped fixing bars are provided at intervals on the outer plate. The two U-shaped fixing bars are located inside the two sides of the post-cast strip and extend out of the outer plate. The two U-shaped fixing bars are fixedly connected to the structural steel bars in the post-cast strip.
[0007] In a preferred embodiment, the first groove is provided along the entire length, the second groove is provided along the entire length, and the lengths of the first groove, the second groove and the post-cast strip are equal.
[0008] In a preferred embodiment, the precast post-cast strip sealing plate is a reinforced concrete structure, and multiple precast post-cast strip sealing plates are connected end to end.
[0009] In a preferred embodiment, a lifting rod is provided inside the outer hanging plate, the upper end of the lifting rod extends out of the outer hanging plate, and the upper end of the lifting rod is a U-shaped hook.
[0010] In a preferred embodiment, the outer mounting plate is 1800 mm long, 600 mm wide, and 100 mm thick, and the two connecting blocks have a long side of 600 mm, a width of 200 mm, and a thickness of 100 mm. The long side of the connecting blocks is parallel to the wide side of the outer mounting plate.
[0011] Compared with the prior art, this utility model has the following features and beneficial effects: 1. This utility model uses prefabricated post-pouring strip sealing plates to seal the post-pouring strip. Compared with the traditional method of pouring concrete to seal the post-pouring strip 60 days after the completion of the basement structure construction, it greatly saves construction time, speeds up the backfilling construction, advances the overall project progress, effectively shortens the project period, and allows the project to be put into use more quickly.
[0012] 2. This utility model can seal the post-pouring strip of the basement in advance, so that subsequent backfilling and other follow-up work can be carried out in a timely manner, reducing the safety risks caused by the long-term exposure of the basement trench to the outside, such as the hidden dangers of collapse and landslide, and improving the safety of the construction site.
[0013] 3. This utility model uses prefabricated post-pouring strip sealing plates for sealing construction, which creates better conditions for subsequent waterproofing construction, effectively improves the quality of waterproofing construction of basement exterior walls, reduces waterproofing problems such as leakage caused by improper treatment of post-pouring strips, and enhances the waterproofing performance of basements. Attached Figure Description
[0014] The present invention will now be described in further detail with reference to the accompanying drawings.
[0015] Figure 1 This is a schematic diagram of the post-cast strip of this utility model; Figure 2 This is a schematic diagram of the precast post-pouring strip sealing plate of this utility model; Figure 3 This is a cross-sectional view of the precast post-pouring strip sealing plate of this utility model; Figure 4 This is a side view of the precast post-pouring strip sealing plate of this utility model; Figure 5 This is a plan view of the precast post-pouring strip sealing plate of this utility model.
[0016] Attached reference numerals: 1 - First original reinforced concrete exterior wall, 2 - Second original reinforced concrete exterior wall, 3 - Post-cast strip, 4 - External cladding, 5 - Connecting block, 6 - First groove, 7 - Second groove, 8 - Structural reinforcement, 9 - Hook, 10 - U-shaped fixing bar. Detailed Implementation
[0017] The technical solutions in the embodiments of this utility model will be clearly and completely described below. All other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this utility model.
[0018] Example 1: As shown in the figure, the present invention provides a lightweight and high-strength precast post-cast strip sealing plate, which includes a first original reinforced concrete structure exterior wall 1 and a second original reinforced concrete structure exterior wall 2. A continuous post-cast strip 3 is provided between the first original reinforced concrete structure exterior wall 1 and the second original reinforced concrete structure exterior wall 2, and structural steel bars 8 are provided in the post-cast strip 3.
[0019] Multiple precast post-pouring strip sealing plates are laid at post-pouring strip 3. The precast post-pouring strip sealing plates are connected end to end. The precast post-pouring strip sealing plates are reinforced concrete structures. The precast post-pouring strip sealing plates include an outer hanging plate 4. A hanging bar is installed inside the outer hanging plate 4. The upper end of the hanging bar extends out of the outer hanging plate 4. The upper end of the hanging bar is a U-shaped hook 9.
[0020] The outer panel 4 is a cuboid. Two connecting blocks 5 are set at the lower part of the outer panel 4 near both ends. Structural steel bars 8 are set in the post-pouring strip 3. Two U-shaped fixing bars 10 are set at intervals on the outer panel 4. The two U-shaped fixing bars 10 are located inside the two sides of the post-pouring strip and extend out of the outer panel 4. The two U-shaped fixing bars 10 are fixedly connected to the structural steel bars 8 in the post-pouring strip 3.
[0021] The first original reinforced concrete exterior wall 1 has a first groove 6 corresponding to the connecting block 5, and the second original reinforced concrete exterior wall 2 has a second groove 7 corresponding to the connecting block 5. The first groove 6 is set along the entire length, and the second groove 7 is set along the entire length. The lengths of the first groove 6 and the second groove 7 are equal to those of the post-cast strip 3. The two connecting blocks 5 are respectively inserted into the first groove 6 and the second groove 7. The two ends of the precast post-cast strip sealing plate are respectively inserted into the first original reinforced concrete exterior wall 1 and the second original reinforced concrete exterior wall 2 through the two connecting blocks 5.
[0022] The outer mounting plate 4 is 1800 mm long, 600 mm wide, and 100 mm thick. The two connecting blocks 5 have a long side of 600 mm, a width of 200 mm, and a thickness of 100 mm. The long side of the connecting blocks 5 is parallel to the wide side of the outer mounting plate 4.
[0023] Example 2: Construction steps of this utility model: Step 1: The project team conducted an in-depth study on the issue of early closure of the post-pouring strip 3 in the basement. Taking into account the actual situation of the project, such as structural characteristics, construction period requirements, and site conditions, the team determined to adopt a construction plan of sealing the post-pouring strip with lightweight, high-strength precast slabs.
[0024] Step Two: Based on site requirements and specifications, conduct a detailed design for the precast post-cast strip sealing plate, determine its dimensions, and at the same time, draw detailed construction drawings, including detailed drawings, plan views, side views, and elevation views of the precast post-cast strip sealing plate, to ensure accurate basis during construction.
[0025] Step 3: Select a flat and hardened area close to the post-cast strip 3 as the precast site. If the site is not flat, it needs to be treated first, such as leveling and compacting, to ensure that the site is solid and stable and facilitates subsequent construction operations. Lay a layer of plastic sheeting on the surface of the precast site to prevent the precast post-cast strip sealing concrete from sticking to the site when demolding, which would affect the quality and appearance of the precast post-cast strip sealing plate.
[0026] Step 4: According to the design reinforcement requirements, select scrap steel bars for processing. Steel bar processing includes straightening, cutting, bending and other processes. Strictly follow the design dimensions and shape to ensure that the length, angle and spacing of the steel bar hooks meet the specifications and design requirements. Design a mold, including the outer hanging plate 4 and two connecting blocks 5 near the two ends below the outer hanging plate 4. Set the steel bars in the mold and accurately pre-embed the lifting bars in the steel bar skeleton. The upper end of the lifting bar extends out of the outer hanging plate 4 to form an inverted U-shaped lifting hook 9. Set two U-shaped fixing bars 10 at intervals on the outer hanging plate 4 to ensure that the precast post-cast strip sealing plate will not fall off or be damaged during the hoisting process.
[0027] Step 5: Concrete pouring. Prioritize the use of leftover concrete after each pour and the concrete used for pump washing in the pump pipe to reduce material waste. Before pouring, the concrete raw materials should be inspected to ensure that the concrete mix proportions are accurate and that the concrete slump, workability, and other properties meet the construction requirements. Mark the slab thickness control lines in the mold in advance to accurately control the thickness of the precast post-pouring strip during the pouring process. Use an immersion vibrator to compact the concrete, ensuring that there are no voids, honeycombs, pitting, or other defects inside the concrete. After the concrete is poured, it should be cured in a timely manner.
[0028] Step Six: After transporting multiple precast post-cast strip sealing plates to the construction site of post-cast strip 3 in the basement, use No. 10 iron wire to tie two U-shaped fixing bars 10 to the structural steel bars 8 inside post-cast strip 3 to ensure that the precast post-cast strip sealing plates are installed accurately, firmly and stably, and tightly connected to the surrounding structure. At the same time, insert the two connecting blocks of the precast post-cast strip sealing plates into the first groove 6 and the second groove 7 opened on the first original reinforced concrete structure exterior wall 1 and the second original reinforced concrete structure exterior wall 2, respectively, to play a limiting role. The post-cast strip 3 is sealed with precast post-cast strip sealing plates. After installation, the gaps between the precast post-cast strip sealing plates should be treated, such as by sealing with cement mortar, to prevent rainwater, groundwater and other water from seeping into the post-cast strip 3.
[0029] Although embodiments of the present invention 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 to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.
Claims
1. A lightweight high-strength prefabricated post-cast strip sealing plate, characterized in that: include: The first original reinforced concrete structure exterior wall (1) and the second original reinforced concrete structure exterior wall (2) are connected by a continuous post-cast strip (3). The precast post-cast strip sealing plate includes an outer hanging plate (4), which is a cuboid. Two connecting blocks (5) are provided at the lower part of the outer hanging plate (4) near both ends. Multiple precast post-cast strip sealing plates are laid at the post-cast strip (3). The two ends of the precast post-cast strip sealing plate are respectively inserted into the first original reinforced concrete structure exterior wall (1) and the second original reinforced concrete structure exterior wall (2) through the two connecting blocks (5).
2. The lightweight and high-strength precast post-cast strip sealing plate according to claim 1, characterized in that: The first original reinforced concrete structure exterior wall (1) is provided with a first groove (6) corresponding to the connecting block (5), and the second original reinforced concrete structure exterior wall (2) is provided with a second groove (7) corresponding to the connecting block (5). The two connecting blocks (5) are respectively inserted into the first groove (6) and the second groove (7).
3. The lightweight and high-strength precast post-cast strip sealing plate according to claim 2, characterized in that: The post-cast strip (3) is provided with structural steel bars (8), and two U-shaped fixing bars (10) are provided at intervals on the outer plate (4). The two U-shaped fixing bars (10) are located inside the two sides of the post-cast strip, and the U-shaped fixing bars (10) extend out of the outer plate (4). The two U-shaped fixing bars (10) are fixedly connected to the structural steel bars (8) in the post-cast strip (3).
4. The lightweight and high-strength precast post-cast strip sealing plate according to claim 3, characterized in that: The first groove (6) is set along the entire length, and the second groove (7) is set along the entire length. The lengths of the first groove (6), the second groove (7) and the post-pouring strip (3) are equal.
5. The lightweight and high-strength precast post-cast strip sealing plate according to claim 4, characterized in that: The precast post-cast strip sealing plate is a reinforced concrete structure, and multiple precast post-cast strip sealing plates are connected end to end.
6. The lightweight and high-strength precast post-cast strip sealing plate according to claim 5, characterized in that: The outer hanging plate (4) is provided with a lifting rod, the upper end of which extends out of the outer hanging plate (4), and the upper end of the lifting rod is a U-shaped hook (9).
7. The lightweight and high-strength precast post-cast strip sealing plate according to claim 6, characterized in that: The outer plate (4) is 1800 mm long, 600 mm wide, and 100 mm thick. The two connecting blocks (5) have a long side of 600 mm, a width of 200 mm, and a thickness of 100 mm. The long side of the connecting block (5) is parallel to the wide side of the outer plate (4).