A template for installing interlocking piles in medium-hard strata and its construction method
Patent Information
- Application Number
- CN202510954069.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2025-07-11
- Publication Date
- 2026-09-01
- Estimated Expiration
- 2045-07-11
AI Technical Summary
[0006]针对现有技术的不足,本申请提供了一种用于中硬地层咬合桩安装模板及其施工方法,解决了上述背景技术中所提到的问题
[0023]本申请提供了一种用于中硬地层咬合桩安装模板及其施工方法。具备有益效果如下:
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Figure CN120556455B_ABST
Abstract
Description
Technical Field
[0001] This application relates to the field of interlocking pile technology, specifically to an installation template for interlocking piles in medium-hard strata and its construction method. Background Technology
[0002] Interlocking piles are a special underground continuous wall construction technology. They form a continuous wall by staggering reinforced concrete piles and are used for foundation pit support, groundwater barriers, noise and vibration isolation, etc. With the continuous use and construction of interlocking piles, in order to cope with different terrains for the installation and construction of interlocking piles, there is a need for an interlocking pile installation template and its construction method for medium-hard strata.
[0003] Chinese patent CN216892406U discloses a template and support structure for interlocking pile guide walls, including symmetrically arranged template structures. The template structure includes a template one and a template two fixedly connected to the template one. The support component includes a hinge seat one fixedly connected to the top of the outer edge of the template one and the template two. The support component also includes a rectangular plate fixedly connected to the bottom of the outer edge of the template one and the template two, thereby facilitating the improvement of the support stability of the template during concrete pouring and making it highly practical.
[0004] However, during the use of the above-mentioned device, the template for the interlocking pile is supported by the template of template one. However, due to different building or terrain reasons, the size of the interlocking pile required also needs to be considered. When it is necessary to support the template for the interlocking pile of larger or smaller interlocking piles, it is easy to be subject to certain limitations. In view of this, we propose a template for interlocking pile installation in medium-hard strata and its construction method. Summary of the Invention
[0005] (a) Technical problems to be solved
[0006] To address the shortcomings of existing technologies, this application provides a template for installing interlocking piles in medium-hard strata and a construction method thereof, which solves the problems mentioned in the background art.
[0007] (II) Technical Solution
[0008] To achieve the above objectives, this application provides the following technical solution: a template for installing interlocking piles in medium-hard strata and its construction method, comprising a base, an adjustment mechanism, and a support mechanism. The adjustment mechanism is located above the base, and the support mechanism is located behind the adjustment mechanism. The adjustment mechanism includes an adjustment plate, an arc-shaped adjustment frame, and an adjustment slide plate for improving the stability of the template support during the pouring of the interlocking piles. The arc-shaped adjustment frame is located on one side of the adjustment plate, and the adjustment plate is used to drive the arc-shaped adjustment frame to move and adjust. The adjustment slide plate slides inside the arc-shaped adjustment frame.
[0009] By adopting the above technical solution, the arc-shaped adjustment frame is adjusted by the adjustment plate, which facilitates the size adaptation of the casting template of the interlocking pile. Then, the adjustment is made by the sliding adjustment plate inside the arc-shaped adjustment frame, which facilitates a more complete fit with the casting template of the interlocking pile, thereby improving stability.
[0010] Preferably, the adjusting plate is located above the base, and one side of the adjusting plate is fixedly connected to the arc-shaped adjusting frame. A first bolt is provided above the arc-shaped adjusting frame, and the first bolt is threadedly connected to the arc-shaped adjusting frame. The first bolt extends into the interior of the arc-shaped adjusting frame and is threadedly fastened to the adjusting slide plate.
[0011] By adopting the above technical solution, the sliding plate slides inside the arc-shaped adjustment frame, making it easy to adjust to a suitable angle. After adjustment, the sliding plate is fixed by the first bolt on the arc-shaped adjustment frame, thereby preventing displacement.
[0012] Preferably, the adjustment mechanism further includes symmetrically arranged support frames located on both sides of the upper surface of the base. One side of the support frame has a sliding groove, and a slider is slidably connected inside the sliding groove. One side of the slider is connected to the adjustment plate. The other side of the support frame has multiple bolt holes, and a second bolt is provided on the other side of the support frame. The second bolt is threadedly connected to the bolt hole, and the second bolt passes through the bolt hole and is threadedly fastened to the slider.
[0013] By adopting the above technical solution, the slider slides inside the slide groove, and the slider drives the adjustment plate on one side to move. The adjustment plate facilitates the movement and adjustment of the arc-shaped adjustment frame. After the adjustment is completed, the second bolt is threaded into the bolt hole, so that the second bolt can extend into the inside of the slide groove and fix the slider, thus avoiding the displacement.
[0014] Preferably, both ends of the adjusting slide are fixedly equipped with docking components, and the docking components are compatible with each other.
[0015] By adopting the above technical solution, after adjusting to the designated position, the docking components at both ends of the skateboard can be easily docked with each other, thereby facilitating a quick connection operation.
[0016] Preferably, the support mechanism includes a hinge seat located at the rear of the support frame. A threaded sleeve is movably connected inside the hinge seat, and a threaded rod is threadedly connected inside the threaded sleeve. A handle is fixedly installed at the bottom of the threaded rod, and a fixing pin is fixedly installed at the bottom of the handle.
[0017] By adopting the above technical solution, the threaded sleeve inside the hinge seat facilitates the support frame, and the threaded rod can be rotated by twisting the handle at the bottom of the threaded rod, thereby facilitating the length adjustment of the threaded rod within the threaded sleeve and making it easier to contact the ground. The fixing pin at the bottom of the handle is inserted into the ground for fixation, thereby improving stability.
[0018] Preferably, a snap-fit seat is provided below the hinge seat, the snap-fit seat is fixedly installed on the rear side of the support frame, and the snap-fit seat is adapted to the threaded sleeve.
[0019] By adopting the above technical solution, the snap-fit seat and threaded sleeve can be snapped together during transportation, which facilitates storage and reduces space occupation.
[0020] A construction method for installing formwork for interlocking piles in medium-hard strata, comprising the aforementioned formwork for interlocking piles in medium-hard strata, wherein the specific operation is as follows:
[0021] In use, the threaded rod is rotated by twisting the handle at the bottom of the threaded rod, allowing the length of the threaded rod to be adjusted within the threaded sleeve. This facilitates the insertion and fixing of the fixing pin at the bottom of the handle into the ground. The sliding plate then slides within the arc-shaped adjustment frame to adjust to the appropriate angle. After adjustment, the sliding plate is secured using the first bolt on the arc-shaped adjustment frame to prevent misalignment. The slider then slides within the groove, moving one side of the adjustment plate. This adjustment plate, in turn, moves the arc-shaped adjustment frame. Once the desired position is reached, the mating components at both ends of the sliding plate are aligned for quick connection. Finally, a second bolt is threaded into the bolt hole, allowing the bolt to extend into the groove and secure the slider.
[0022] (III) Beneficial Effects
[0023] This application provides a template for installing interlocking piles in medium-hard strata and a construction method thereof. It has the following beneficial effects:
[0024] 1. This template for installing interlocking piles in medium-hard strata and its construction method utilize the coordinated use of an adjusting plate, an arc-shaped adjusting frame, and an adjusting slide plate in an adjusting mechanism. The adjusting plate drives the arc-shaped adjusting frame to adjust, thus facilitating the size adaptation of the interlocking pile casting template. Subsequently, the adjusting slide plate, which slides within the arc-shaped adjusting frame, further adjusts the template, ensuring a more thorough fit with the interlocking pile casting template. This improves stability, prevents deviations during casting, and effectively enhances work efficiency.
[0025] 2. The template for installing interlocking piles in medium-hard strata and its construction method utilize the cooperation between the threaded sleeve, threaded rod, handle, and fixing pin of the support mechanism. By twisting the handle at the bottom of the threaded rod, the length of the threaded rod can be adjusted within the threaded sleeve, which facilitates the insertion and fixing of the fixing pin into the ground, thereby improving stability. Attached Figure Description
[0026] Figure 1 This is a schematic diagram of the three-dimensional structure of this application;
[0027] Figure 2 This is a schematic diagram of the side sectional view of the structure of this application;
[0028] Figure 3 This is a schematic diagram of the top sectional structure of this application;
[0029] Figure 4 This is a cross-sectional structural diagram of the supporting structure for this application.
[0030] In the diagram: 1. Base; 2. Adjustment mechanism; 201. Support frame; 202. Slide groove; 203. Slider; 204. Adjustment plate; 205. Arc-shaped adjustment frame; 206. Adjustment slide plate; 207. Connecting assembly; 208. First bolt; 209. Bolt hole; 210. Second bolt; 3. Support mechanism; 301. Hinge seat; 302. Threaded sleeve; 303. Threaded rod; 304. Handle; 305. Fixing pin; 306. Snap-fit seat. Detailed Implementation
[0031] The present application will now be described in further detail with reference to the accompanying drawings and embodiments.
[0032] Reference Figure 1 and Figure 2 This application provides a template for installing interlocking piles in medium-hard strata and its construction method, including a base 1, an adjustment mechanism 2, and a support mechanism 3. The adjustment mechanism 2 is located above the base 1, and the support mechanism 3 is located behind the adjustment mechanism 2. The adjustment mechanism 2 includes an adjustment plate 204, an arc-shaped adjustment frame 205, and an adjustment slide plate 206 for improving the stability of the template support during the pouring of the interlocking pile. The arc-shaped adjustment frame 205 is located on one side of the adjustment plate 204. The adjustment plate 204 is used to drive the arc-shaped adjustment frame 205 to move and adjust. The adjustment slide plate 206 slides inside the arc-shaped adjustment frame 205.
[0033] The adjustment plate 204 drives the arc-shaped adjustment frame 205 to adjust, thereby facilitating the size adaptation of the casting template of the interlocking pile. Then, the adjustment plate 206 sliding inside the arc-shaped adjustment frame 205 is used for adjustment, so as to make it more fully fit with the casting template of the interlocking pile, thereby improving stability, avoiding deviation during casting, and effectively improving work efficiency.
[0034] Reference Figure 2 and Figure 3 In one aspect of this embodiment, the adjusting plate 204 is located above the base 1, and one side of the adjusting plate 204 is fixedly connected to the arc-shaped adjusting frame 205. A first bolt 208 is provided above the arc-shaped adjusting frame 205, and the first bolt 208 is threadedly connected to the arc-shaped adjusting frame 205. The first bolt 208 extends into the interior of the arc-shaped adjusting frame 205 and is threadedly fastened to the adjusting slide plate 206.
[0035] The adjustment mechanism 2 also includes symmetrically arranged support frames 201. The support frames 201 are located on both sides of the upper surface of the base 1. A slide groove 202 is provided on one side of the support frame 201. A slider 203 is slidably connected inside the slide groove 202. One side of the slider 203 is connected to the adjustment plate 204. Multiple bolt holes 209 are provided on the other side of the support frame 201. A second bolt 210 is provided on the other side of the support frame 201. The second bolt 210 is threadedly connected to the bolt hole 209. The second bolt 210 passes through the bolt hole 209 and is threadedly fastened to the slider 203.
[0036] Both ends of the adjusting slide plate 206 are fixedly installed with docking components 207, and the docking components 207 are compatible with each other.
[0037] The sliding plate 206 slides inside the arc-shaped adjustment frame 205 to facilitate adjustment to a suitable angle. After adjustment, the sliding plate 206 is fixed by the first bolt 208 on the arc-shaped adjustment frame 205 to prevent displacement. Then, the slider 203 slides inside the slide groove 202, and the slider 203 drives the adjustment plate 204 on one side to move. The adjustment plate 204 facilitates the movement and adjustment of the arc-shaped adjustment frame 205. After adjustment to the designated position, the docking components 207 at both ends of the sliding plate 206 are docked to facilitate quick connection. Finally, the second bolt 210 is threaded into the bolt hole 209, so that the second bolt 210 extends into the slide groove 202 and is fixed to the slider 203 to prevent displacement.
[0038] Reference Figure 1 and Figure 4In one aspect of this embodiment, the support mechanism 3 includes a hinge seat 301 located on the rear side of the support frame 201. A threaded sleeve 302 is movably connected inside the hinge seat 301. A threaded rod 303 is threadedly connected inside the threaded sleeve 302. A handle 304 is fixedly installed at the bottom of the threaded rod 303. A fixing pin 305 is fixedly installed at the bottom of the handle 304.
[0039] A snap-fit seat 306 is provided below the hinge seat 301. The snap-fit seat 306 is fixedly installed on the rear side of the support frame 201 and is adapted to the threaded sleeve 302.
[0040] The threaded sleeve 302 inside the hinge seat 301 facilitates the support frame 201. The threaded rod 303 can be rotated by twisting the handle 304 at the bottom of the threaded rod 303, which allows for length adjustment within the threaded sleeve 302, thus facilitating contact with the ground. The fixing pin 305 at the bottom of the handle 304 is inserted into the ground for fixation, thereby improving stability. During transport, the snap-fit seat 306 can be used to snap into the threaded sleeve 302, facilitating storage.
[0041] All electrical devices in this plan are powered by an external power source.
[0042] Working principle: In use, the handle 304 at the bottom of the threaded rod 303 is rotated by twisting it. The length of the threaded rod 303 is adjusted within the threaded sleeve 302, which facilitates the insertion and fixing of the fixing pin 305 at the bottom of the handle 304 into the ground. Then, the adjusting slide 206 slides inside the arc-shaped adjusting frame 205 to adjust to a suitable angle. After adjustment, the adjusting slide 206 is fixed by the first bolt 208 on the arc-shaped adjusting frame 205 to prevent displacement. Then, the slider 203 slides inside the slide groove 202, which drives the adjustment plate 204 on one side to move. The adjustment plate 204 facilitates the movement and adjustment of the arc-shaped adjusting frame 205. After adjustment to the designated position, the docking components 207 at both ends of the adjusting slide 206 can be docked together for quick connection. Finally, the second bolt 210 is threaded into the bolt hole 209, which allows the second bolt 210 to extend into the slide groove 202 and fix the slider 203.
[0043] Although embodiments of this application have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principles and spirit of this application, the scope of which is defined by the appended claims and their equivalents.
Claims
1. A template for installing interlocking piles in medium-hard strata, comprising a base (1), an adjustment mechanism (2), and a support mechanism (3), characterized in that: The adjustment mechanism (2) is located above the base (1), and the support mechanism (3) is located behind the adjustment mechanism (2). The adjustment mechanism (2) includes an adjustment plate (204), an arc-shaped adjustment frame (205), and an adjustment slide plate (206) for improving the stability of the template support during the pouring of the interlocking pile. The arc-shaped adjustment frame (205) is located on one side of the adjustment plate (204). The adjustment plate (204) is used to drive the arc-shaped adjustment frame (205) to move and adjust. The adjustment slide plate (206) slides inside the arc-shaped adjustment frame (205). The adjustment mechanism (2) also includes a symmetrically arranged support frame (201). The support frame (201) is located on both sides of the upper surface of the base (1). A sliding groove (202) is provided on one side of the support frame (201). A slider (203) is slidably connected inside the sliding groove (202). One side of the slider (203) is connected to the adjustment plate (204). A plurality of bolt holes (209) are provided on the other side of the support frame (201). A second bolt (210) is provided on the other side of the support frame (201). The second bolt (210) is threadedly connected to the bolt hole (209). The second bolt (210) passes through the bolt hole (209) and is threadedly fastened to the slider (203).
2. The template for installing interlocking piles in medium-hard strata according to claim 1, characterized in that: The adjusting plate (204) is located above the base (1). One side of the adjusting plate (204) is fixedly connected to the arc-shaped adjusting frame (205). A first bolt (208) is provided above the arc-shaped adjusting frame (205). The first bolt (208) is threadedly connected to the arc-shaped adjusting frame (205). The first bolt (208) extends into the interior of the arc-shaped adjusting frame (205) and is threadedly fastened to the adjusting slide plate (206).
3. A template for installing interlocking piles in medium-hard strata according to claim 2, characterized in that: Both ends of the adjusting slide plate (206) are fixedly installed with docking components (207), and the docking components (207) are compatible with each other.
4. A template for installing interlocking piles in medium-hard strata according to claim 1, characterized in that: The support mechanism (3) includes a hinge seat (301) located on the rear side of the support frame (201). A threaded sleeve (302) is movably connected inside the hinge seat (301). A threaded rod (303) is threadedly connected inside the threaded sleeve (302). A handle (304) is fixedly installed at the bottom of the threaded rod (303). A fixing pin (305) is fixedly installed at the bottom of the handle (304).
5. A template for installing interlocking piles in medium-hard strata according to claim 4, characterized in that: A snap-fit seat (306) is provided below the hinge seat (301). The snap-fit seat (306) is fixedly installed on the rear side of the support frame (201). The snap-fit seat (306) is adapted to the threaded sleeve (302).
6. A construction method for installing formwork for interlocking piles in medium-hard strata, characterized in that: The specific operation of the template for installing interlocking piles in medium-hard strata as described in claim 5 is as follows: In use, the threaded rod (303) is rotated by twisting the handle (304) at the bottom of the threaded rod (303). The length of the threaded rod (303) is adjusted within the threaded sleeve (302), which facilitates the insertion and fixing of the fixing pin (305) at the bottom of the handle (304) into the ground. Then, the adjusting slide (206) slides inside the arc-shaped adjusting frame (205) to facilitate adjustment to a suitable angle. After adjustment, the adjusting slide (206) is fixed by the first bolt (208) on the arc-shaped adjusting frame (205) to prevent displacement. The block (203) slides inside the groove (202), and the slider (203) drives the adjustment plate (204) on one side to move. The adjustment plate (204) facilitates the movement and adjustment of the arc-shaped adjustment frame (205). After adjusting to the designated position, the docking components (207) at both ends of the adjustment slide plate (206) are docked to facilitate quick connection. Finally, the second bolt (210) is threaded into the bolt hole (209) so that the second bolt (210) can extend into the groove (202) and be fixed to the slider (203).
Citation Information
Patent Citations
Secant pile guide wall formwork and secant pile guide wall formwork supporting structure
CN216892406U
Secant pile guide wall steel mold structure rapid to construct
CN118207864A
Positioning device for verticality during installation of bored secant pile
CN212052762U