Groove sheet pile inner supporting device convenient to recycle and groove sheet pile supporting structure
Through the internal support device of the grooved sheet pile that is easy to turnover, the combined structure of fixed sleeve and mobile strut is used to solve the problems of low construction efficiency and low turnover rate in the prior art, and efficient construction support and convenient turnover use are achieved.
Patent Information
- Application Number
- CN202422008988.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-19
- Publication Date
- 2025-07-11
- Estimated Expiration
- 2034-08-19
AI Technical Summary
The support structures inside the existing grooved sheet piles are difficult to be processed in advance, and it is difficult to tighten and support during installation, resulting in low construction efficiency and low turnover rate.
The inner support device of the grooved sheet pile is adopted for easy turnover, including fixed sleeves, mobile struts, limiting components and shelving parts. The pre-tightening support is achieved through the cooperation of the wedge block and the filler, and the installation and disassembly process is simplified.
It achieves easy to pre-centralized processing and rapid installation and disassembly, improves construction efficiency and turnover, can withstand large extrusion pressure and not deform, and meets construction needs.
Smart Images

Figure CN223088446U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of civil engineering, in particular to a trench sheet pile internal support device and a trench sheet pile support structure that are convenient for turnover and use. Background Technique
[0002] Trench sheet piles refer to sheet piles driven (vibrated) into the side walls at the bottom of the trench to resist horizontal pressure and water pressure. Commonly used sheet piles are wooden sheet piles or steel sheet piles.
[0003] During the construction process, the spacing of the waling of the trench sheet piles often changes. The internal supports of the existing structure need to be individually cut according to the actual situation on site, and it is difficult to prefabricate them centrally in advance. At the same time, during the installation process, it is difficult to carry out pre-fastening support, which increases the on-site construction workload and reduces the construction efficiency, resulting in a low turnover rate of the internal support.
[0004] The information disclosed in the background art section is only intended to increase the understanding of the overall background of the present utility model, and should not be regarded as an admission or any form of suggestion that this information constitutes the prior art known to those of ordinary skill in the art. Summary of the Utility Model
[0005] The present application provides a trench sheet pile internal support device and a trench sheet pile support structure that are convenient for turnover and use. The device has low manufacturing cost, is convenient and fast to install and disassemble, is standardized, and has a high turnover efficiency.
[0006] The present application provides a trench sheet pile internal support device, including: a fixed sleeve, a pair of movable struts, a limiting component, and a shelving member; the shelving members are arranged in pairs at both ends of the fixed sleeve; a slot is symmetrically arranged in the middle of the fixed sleeve; the limiting component is detachably inserted into the slot and abuts against the movable struts at both ends during support;
[0007] One end of each movable strut is inserted into one end of the fixed sleeve, and the other end of each movable strut abuts against the waling on the trench sheet pile.
[0008] Preferably, the limiting component includes: a plurality of packing pieces and a pair of wedge blocks; the plurality of packing pieces are filled into the fixed sleeve and abut against one end of the movable strut; the inclined surfaces of the wedge blocks are arranged opposite to each other, and the planes of the wedge blocks opposite to the inclined surfaces respectively abut against the packing pieces and the movable strut in the other end of the fixed sleeve.
[0009] Preferably, the slot is arranged on the X surface of the fixed sleeve; the shelving member is arranged on the Y surface of the fixed sleeve; the X surface is perpendicular to the Y surface.
[0010] Preferably, the grooving includes: a first grooving and a second grooving; the first grooving and the second grooving are symmetrically arranged on two opposite side walls of the fixed sleeve and are aligned; the paired wedge blocks obtained are respectively inserted into the first grooving and the second grooving.
[0011] Preferably, it includes: a pair of lifting rings; the lifting rings are symmetrically arranged at both ends of the fixed sleeve and are close to the shelving member.
[0012] Preferably, the grooved sheet pile includes: a sheet pile structure, a waling, and a support plate; the sheet pile structures are arranged relatively symmetrically; the waling is arranged at the upper part of the opposite side walls of the sheet pile structure; the support plate is arranged below the waling.
[0013] Preferably, the outer diameter of the movable support rod is 1 - 2 mm less than the inner diameter of the fixed sleeve.
[0014] Preferably, the movable support rod includes: a first section and a second section; the first section is inserted into the fixed sleeve; the second section extends out of the fixed sleeve and abuts against the waling; the length of the first section is greater than the length of the second section.
[0015] Another aspect of the present application also provides a grooved sheet pile support structure, including: a sheet pile structure, a waling, a support plate, and a plurality of the above-mentioned grooved sheet pile internal support devices that are convenient for turnover and use; the sheet pile structures are arranged relatively symmetrically; the waling is arranged at the upper part of the opposite side walls of the sheet pile structure; the support plate is arranged below the waling; the grooved sheet pile internal support devices that are convenient for turnover and use are arranged at intervals between the sheet pile structures and respectively abut against the waling on both sides.
[0016] Preferably, the distance between adjacent grooved sheet pile internal support devices that are convenient for turnover and use is 3 - 5 m.
[0017] The beneficial effects that the present application can produce include:
[0018] 1) For the grooved sheet pile internal support device provided by the present application that is convenient for turnover and use, the internal support device is shelved on the waling. By symmetrically driving two wedge blocks with their hypotenuses facing each other, the packing piece and the movable support rod in the sleeve are extruded, prompting the movable support rod to slide out towards both ends. After tightly abutting against the waling at both ends, it can be used as an internal support and play the role of pre - tightening support. When the use is completed, the two wedge blocks are knocked out, the movable support rod loosens inward, and the hoisting device removes the trench.
[0019] 2) For the grooved sheet pile internal support device provided by the present application that is convenient for turnover and use, using this device can be pre - fabricated centrally. The installation and disassembly operations are simple, and it can play the role of pre - tightening support, ensuring that it does not deform under large extrusion forces during use. Description of the Drawings
[0020] Figure 1 It is a schematic diagram of the use environment of the grooved sheet pile internal support device provided in the embodiment of the present application;
[0021] Figure 2 Schematic structural diagram of the usage state of the trench sheet pile internal support device facilitating turnover use in the embodiments provided by the present application;
[0022] Figure 3 Front view schematic diagram of the first usage state of the trench sheet pile internal support device facilitating turnover use in the embodiments provided by the present application;
[0023] Figure 4 Enlarged sectional view schematic diagram of the usage state of the trench sheet pile internal support device facilitating turnover use in the embodiments provided by the present application;
[0024] Figure 5 Partially enlarged sectional view schematic diagram of the usage state of the trench sheet pile internal support device facilitating turnover use in the embodiments provided by the present application;
[0025] Figure 6 Schematic diagram of the three - dimensional structure of each component of the trench sheet pile internal support device facilitating turnover use in the embodiments provided by the present application; a) is the fixed sleeve; b) is the movable support rod; c) is the stuffing piece 8; d) is the wedge - shaped block 9;
[0026] Figure 7 is Figure 3 Partially enlarged structural diagram at point A in;
[0027] Figure 8 Top - view structural diagram of the usage state of the trench sheet pile internal support device facilitating turnover use in the embodiments provided by the present application;
[0028] Legend description:
[0029] Movable support rod 2, sleeve 4, shelving piece 5, lifting ring 6, stuffing piece 8, wedge - shaped block 9, sheet pile structure 11, waling 12, support plate 1, first slotted groove 71, second slotted groove 72. Detailed implementation manners
[0030] To make the purposes, technical solutions and advantages of the embodiments of the present utility model clearer, the technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are some but not all of the embodiments of the present utility model. Usually, the components of the embodiments of the present utility model described and illustrated herein can be arranged and designed in various different configurations.
[0031] Accordingly, the following detailed description of the embodiments of the present utility model provided in the accompanying drawings is not intended to limit the scope of the claimed present utility model, but merely represents selected embodiments of the present utility model. All other embodiments obtained by those of ordinary skill in the art based on the embodiments in the present utility model without creative efforts fall within the scope of protection of the present utility model.
[0032] Technical means not detailed in this application and not used to solve the technical problems of this application are set according to common general knowledge in the art, and multiple common general knowledge setting methods can be realized.
[0033] See Figures 1 to 8 , the trench sheet pile internal support device provided in this application for easy turnover and use includes: a fixed sleeve, a pair of movable struts 2, a plurality of packing members 8, and a pair of wedge blocks 9; an opening is provided at the extended end of the fixed sleeve, a resting member 5 is provided at the upper part of the open end, and slots are symmetrically provided on the fixed sleeve; the packing members 8 and the wedge blocks 9 are placed into the fixed sleeve through the slots and respectively abut against the movable struts 2 at both ends.
[0034] The resting member 5 is provided on the X surface of the fixed sleeve; the slots are symmetrically opened on the Y surface of the fixed sleeve; the X surface and the Y surface intersect perpendicularly. With this structure, it can be realized that the wedge blocks 9 are driven in from two opposite sides of the movable struts 2, improving the force reliability. With this structure, the support force greater than 10 tons required for trench sheet pile support can be satisfied.
[0035] In a specific embodiment, the fixed sleeve includes: a sleeve 4; first slots 71 and second slots 72 are symmetrically opened on two opposite side walls of the sleeve 4; the packing members 8 are sequentially passed through the first slots 71 and placed into the sleeve 4, and after rotation, the central axis of the packing member 8 coincides with the central axis of the sleeve 4. After a plurality of packing members 8 are stacked, a pair of wedge blocks 9 are driven into the gap between the last packing member 8 and the movable strut 2; the inclined surfaces of the pair of wedge blocks 9 are arranged oppositely, and the flat surfaces of the wedge blocks 9 respectively abut against the packing member 8 and one end of the movable strut 2. With this structure, the force is reliable and can meet the need for supporting the trench sheet pile.
[0036] During installation: the movable struts 2 are inserted into the sleeve 4 from both ends and then the device is lifted. The resting members 5 extending outward at both ends of the device are placed on the waling 12. A crowbar is used to pry the movable struts 2 outward at both ends at the position of the slots of the sleeve 4 until both ends of the movable struts 2 are closely attached to the outer waling 12. Then the packing members 8 are inserted into the slots of the sleeve 4, and a pair of wedge blocks 9 are driven into the gap between the last packing member 8 and the movable strut 2 to fix the position of the movable struts 2 in the sleeve 4, achieving the effect that the movable struts 2 respectively abut against the waling 12 at both ends.
[0037] During demolition: Apply force from the small-end side of the wedge block 9 to knock out the wedge block 9. Then, move the support rod 2 inward in the sleeve 4. When the outer end of the support rod 2 leaves the collar 12 and the contact is released, lift the device and then remove the sheet pile structure 11 of the trench.
[0038] In a specific embodiment, one such device is provided at intervals of 3 - 5 m along the extension direction of the collar 12 to achieve reliable support for the sheet piles of the trench.
[0039] Using this device can form multiple reliable support points on the inner side of the trench sheet piles during construction, ensuring that the distance between the collars remains unchanged during construction and meeting the design requirements. This device can be prefabricated and transported to the construction site by a crane. After being placed on the collar 12, the extended end of the movable support rod 2 is tightened against the collar 12 by inserting multiple packing pieces 8 and driving in the wedge block 9 to achieve the effect of internal support. This device has a good support effect, can prevent the change of the distance between the collars, and is conducive to improving construction efficiency.
[0040] In a specific embodiment, the packing pieces 8 are multiple round cakes. When blocking, the central axis of the packing piece 8 is arranged parallel to the central axis of the sleeve 4 to prevent the packing piece 8 from shifting inside the sleeve 4 and improve the reliability of blocking.
[0041] In a specific embodiment, the sheet pile structures 11 are arranged at relative intervals, and the collars 12 are symmetrically arranged on the upper part of the inner side walls of the sheet pile structures 11. The collars 12 are arranged above the support plate 1; one side of the support plate 1 is connected to the inner side wall of the sheet pile structure 11, and the other side extends outward.
[0042] In a specific embodiment, the shelving member 5 and the top surface of one end of the fixed sleeve are welded.
[0043] In a specific embodiment, it includes: a pair of lifting rings 6; the lifting rings 6 are fixedly connected to the outer side wall of the fixed sleeve and are arranged close to the shelving member 5. This arrangement can improve the stability during hoisting and transportation and the accuracy of placing the shelving member 5.
[0044] In a specific embodiment, according to the distance between the relatively arranged sheet pile structures 11 and the design requirements, the setting position of the slot on the fixed sleeve is determined by measurement and calculation so as to ensure that the two ends of the movable support rod 2 abut against the two side sheet pile structures 11.
[0045] In a specific embodiment, the outer diameter of the cross-section of the movable support rod 2 is 1 - 2 mm smaller than the inner diameter of the fixed sleeve. This arrangement facilitates the movement of the movable support rod 2 inside the sleeve 4.
[0046] In a specific embodiment, the cross-section of the wedge block 9 is a right trapezoid. One end of the wedge block 9 is the small end, and the other end is the wide large end. The two side walls of the wedge block 9 are inclined side walls and flat side walls. This arrangement can facilitate the driving in and knocking out of the wedge block 9 in the opening and improve the operation efficiency.
[0047] In a specific embodiment, the movable strut 2 includes: a first section and a second section. The first section is inserted into the sleeve 4; the second section extends out of the sleeve 4 and abuts against the waling 12. The length of the first section is greater than that of the second section. Such an arrangement facilitates the lifting of the device and prevents the movable strut 2 from disengaging during the lifting and transfer process.
[0048] In a specific embodiment, during installation, after the movable strut 2 is inserted into the sleeve 4 from both open ends, the device is lifted and transferred to the installation area. Then, the device is lowered and the resting members 5 at both ends of the device are placed on the waling 12. A crowbar is used to operate at the grooved position of the sleeve 4, and the movable struts 2 inserted on both sides are pried outwards towards both ends until both ends of the movable strut 2 are tightly attached to the waling 12 at both ends. Then, a stuffing member 8 is inserted into the grooved position of the sleeve, and a wedge block 9 is driven in to fix the extended length of the movable strut 2 and maintain the abutting state between both ends of the device and the waling 12.
[0049] During demolition, the wedge block 9 is knocked out. After the movable strut 2 automatically retracts into the sleeve 4 and moves away from the waling 12, the device is lifted by the lifting ring 6 and removed from the trench.
[0050] On the other hand, the present application also provides a trench sheet pile support structure, including: a sheet pile structure 11, a waling 12, a support plate 1, and a plurality of the above-mentioned devices; the sheet pile structures 11 are arranged in pairs opposite to each other; the upper parts of the opposite surfaces of the sheet pile structure 11 are provided with waling 12; the waling 12 extends along the extending direction of the sheet pile structure 11 and functions as a beam; the support plate 1 is arranged on the sheet pile structure 11 below the waling 12 and is perpendicularly connected to the sheet pile structure 11; one of the above-mentioned devices is arranged at intervals of 3 to 5 m; both ends of the above-mentioned device respectively abut against the side walls of the waling 12 to play a supporting role, realizing reliable support for the trench sheet pile. The device is arranged at the upper part of the trench sheet pile, facilitating transfer and removal according to construction needs, and realizing turnover use.
[0051] Although the present invention has been described in detail with reference to the foregoing embodiments, for those skilled in the art, they can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements for some of the technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention shall be included within the protection scope of the present invention.
Claims
1. A trench sheet pile internal support device convenient for turnover use, characterized in that, Including: a fixed sleeve, a pair of movable struts (2), a limit assembly, and a resting member (5); the resting members (5) are arranged in pairs at both ends of the fixed sleeve; a slot is symmetrically arranged in the middle of the fixed sleeve; the limit assembly is detachably inserted into the slot and abuts against the movable struts (2) at both ends during support; One end of each movable strut (2) is inserted into one end of the fixed sleeve respectively, and the other end of each movable strut (2) abuts against the waling (12) on the sheet pile trench.
2. The trench sheet pile internal support device facilitating turnover use according to claim 1, wherein, The limit assembly includes: a plurality of packing members (8) and a pair of wedge blocks (9); the plurality of packing members (8) are filled into the fixed sleeve and abut against the movable strut (2) at one end; the inclined surfaces of the wedge blocks (9) are arranged to abut against each other, and the planes of the wedge blocks (9) opposite to the inclined surfaces respectively abut against the packing members (8) and the movable strut (2) in the other end of the fixed sleeve.
3. The trench sheet pile internal support device facilitating turnover use according to claim 1, wherein, The slot is arranged on the X plane of the fixed sleeve; the resting member (5) is arranged on the Y plane of the fixed sleeve; the X plane is perpendicular to the Y plane.
4. The trench sheet pile internal support device facilitating turnover use according to claim 2, characterized in that, The slot includes: A first slot (71) and a second slot (72); the first slot (71) and the second slot (72) are symmetrically arranged on two opposite side walls of the fixed sleeve and are aligned; the pair of wedge blocks (9) are respectively inserted into the first slot (71) and the second slot (72).
5. The trench sheet pile internal support device convenient for turnover use according to claim 1, characterized in that Including: A pair of lifting rings (6); the lifting rings (6) are symmetrically arranged at both ends of the fixed sleeve and are arranged close to the resting members (5).
6. The trench sheet pile internal support device facilitating turnover and use according to claim 1, wherein, The sheet pile trench includes: a sheet pile structure (11), a waling (12), and a support plate (13); the sheet pile structures (11) are arranged symmetrically relative to each other; the waling (12) is arranged at the upper parts of the opposite side walls of the sheet pile structure (11); the support plate (13) is arranged below the waling (12).
7. The trench sheet pile internal support device facilitating turnover use according to claim 1, wherein The outer diameter of the movable strut (2) is 1 - 2 mm smaller than the inner diameter of the fixed sleeve.
8. The trench sheet pile internal support device convenient for turnover use according to claim 1, characterized in that, The movable strut (2) includes: a first section and a second section; the first section is inserted into the fixed sleeve; the second section extends out of the fixed sleeve and abuts against the waling (12); the length of the first section is greater than the length of the second section.
9. A grooved sheet pile support structure, characterized in that, Including: A sheet pile structure (11), a waling (12), a support plate (13), and a plurality of trench sheet pile internal support devices for easy turnover use as described in any one of claims 1 - 8; the sheet pile structures (11) are arranged symmetrically relative to each other; the waling (12) is arranged at the upper parts of the opposite side walls of the sheet pile structure (11); the support plate (13) is arranged below the waling (12); the trench sheet pile internal support devices for easy turnover use are arranged at intervals between the sheet pile structures (11) and respectively abut against the waling (12) on both sides.
10. The grooved sheet pile support structure according to claim 9, wherein, The distance between adjacent trench sheet pile internal support devices for easy turnover use is 3 - 5 m.