CN216787144U - Supporting device of combined steel sheet pile - Google Patents
Supporting device of combined steel sheet pile Download PDFInfo
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- CN216787144U CN216787144U CN202122792566.0U CN202122792566U CN216787144U CN 216787144 U CN216787144 U CN 216787144U CN 202122792566 U CN202122792566 U CN 202122792566U CN 216787144 U CN216787144 U CN 216787144U
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- steel sheet
- sheet pile
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Abstract
The utility model discloses a supporting device of a combined steel sheet pile, which relates to the technical field of building construction and comprises a steel sheet pile body, wherein the steel sheet pile body is formed by splicing a plurality of groups of first assemblies and second assemblies, the first assemblies and the second assemblies are distributed in a staggered mode, the first assemblies are formed by mutually attaching and combining two Larsen steel sheet pile horizontal sections, and the second assemblies are formed by two Larsen steel sheet piles. According to the utility model, two Larsen steel sheet piles are connected to form a first assembly, a mode of combining and splicing a plurality of groups of first assemblies and second assemblies is adopted, the rigidity of the steel sheet piles is enhanced, bolts are arranged and adopt M16 high-strength bolts, the joint of each first assembly is connected by two high-strength bolts, and one connection is arranged every 0.5M along the direction of the steel sheet pile body, so that the stability of the connection of the steel sheet pile body is ensured, and the method is beneficial to controlling the deformation of a foundation pit.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a supporting device of a combined steel sheet pile.
Background
The traditional steel sheet pile is convenient to construct and good in economical efficiency, is widely applied to foundation pit support of a shallow foundation pit, but has the defects of limited rigidity, larger pit edge deformation and inapplicability to deeper foundation pits or foundation pits with higher requirements on displacement of soil outside the pits, so that the utility model of the support device of the combined steel sheet pile is necessary to solve the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a supporting device of a combined steel sheet pile, which aims to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides a supporting device of combination steel sheet pile, includes the steel sheet pile body, the steel sheet pile body is formed by the concatenation of multiunit first subassembly and second subassembly, and is a plurality of first subassembly and the crisscross distribution of second subassembly, first subassembly is formed by two Larsen steel sheet pile horizontal segments combination of laminating each other, the second subassembly comprises two Larsen steel sheet piles, and two Larsen steel sheet piles of second subassembly inside respectively with be located the mutual joint of two Larsen steel sheet piles of first subassembly inside of second subassembly both sides, the constant head tank has all been seted up at the horizontal segment laminating department both ends of two Larsen steel sheet piles on the first subassembly, the inside bolt that is provided with of constant head tank.
Preferably, both sides of the Larsen steel sheet pile are arranged to be inclined, and both end parts of both sides of the Larsen steel sheet pile are fixedly connected with connecting hooks.
Preferably, the inner wall end of the connecting hook is fixedly connected with a limiting block, and the cross section of the limiting block is trapezoidal.
Preferably, the bolts are M16 high-strength bolts, and the distance between two adjacent first assemblies is 0.5M.
The utility model has the technical effects and advantages that:
according to the utility model, two Larsen steel sheet piles are connected to form a first assembly, a mode of combining and splicing a plurality of groups of first assemblies and second assemblies is adopted, the rigidity of the steel sheet piles is enhanced, bolts are arranged and adopt M16 high-strength bolts, the joint of each first assembly is connected by two high-strength bolts, and one connection is arranged every 0.5M along the direction of the steel sheet pile body, so that the stability of the connection of the steel sheet pile body is ensured, and the method is beneficial to controlling the deformation of a foundation pit.
Drawings
Fig. 1 is a schematic top-down view of the overall structure of the present invention.
Fig. 2 is an enlarged schematic view of the structure at a in fig. 1 according to the present invention.
Fig. 3 is a schematic perspective view of the larsen steel sheet pile structure of the present invention.
In the figure: 1. a steel sheet pile body; 2. a first component; 3. a second component; 4. larsen steel sheet piles; 5. positioning a groove; 6. a bolt; 7. a connecting hook; 8. and a limiting block.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be obtained by a person skilled in the art without making any creative effort based on the embodiments in the present invention, belong to the protection scope of the present invention.
The utility model provides a supporting device of a combined steel sheet pile as shown in figures 1-3, which comprises a steel sheet pile body 1, wherein the steel sheet pile body 1 is formed by splicing a plurality of groups of first assemblies 2 and second assemblies 3, the plurality of first assemblies 2 and the plurality of second assemblies 3 are distributed in a staggered manner, the distance between two adjacent first assemblies 2 is 0.5m, the first assemblies 2 are formed by mutually jointing and combining horizontal sections of two Larsen steel sheet piles 4, the second assemblies 3 are formed by two Larsen steel sheet piles 4, the two Larsen steel sheet piles 4 in the second assemblies 3 are respectively and mutually clamped with the Larsen steel sheet piles 4 in the two first assemblies 2 positioned at two sides of the second assemblies 3, the rigidity of the steel sheet pile is enhanced by adopting a mode of splicing the plurality of groups of first assemblies 2 and the second assemblies 3, positioning grooves 5 are respectively arranged at two ends of the jointing positions of the horizontal sections of the two Larsen steel sheet piles 4 on the first assemblies 2, the inside bolt 6 that is provided with of constant head tank 5, bolt 6 sets up to M16 high strength bolt, along steel sheet pile body 1 direction, every 0.5M sets up a connection, guarantee the stability of steel sheet pile body 1 connection, it is favourable to control foundation ditch deformation simultaneously, the both sides of larsen steel sheet pile 4 all set up to the slope form, the equal fixedly connected with coupling hook 7 of both sides tip of larsen steel sheet pile 4, the equal fixedly connected with stopper 8 of inner wall tip of coupling hook 7, the cross-section of stopper 8 sets up to trapezoidal, coupling hook 7 through two larsen steel sheet pile 4 both ends links together two larsen steel sheet piles 4, then 1 is spacing with two larsen steel sheet pile 4 joint through two stopper 8, guarantee the stability of steel sheet pile body 1 connection, thereby steel sheet pile body 1's bulk rigidity has been improved.
The working principle of the utility model is as follows:
when the device is used, when the foundation pit supporting steel sheet pile is built, the horizontal sections of the two Larsen steel sheet piles 4 are firstly jointed to form a first assembly 2, then two Larsen steel sheet piles 4 are respectively clamped on two sides of two Larsen steel sheet piles 4 forming the first component 2, the two Larsen steel sheet piles 4 clamped with the first component 2 form the second component 3, so that the second component 3 is assembled on two sides of the first component 2, then fix two Larsen steel sheet piles 4 that constitute first subassembly 2 together through two bolts 6 on every first subassembly 2, accomplish the combination of assembling of multiunit first subassembly 2 and second subassembly 3 until the length of steel sheet pile body 1 accords with actual demand can, the holistic rigidity and the stability of steel sheet pile body 1 have been improved when steel sheet pile body 1 of combination formula is convenient for install and dismantle, and it is favorable to controlling the foundation ditch deformation.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the utility model.
Claims (4)
1. The utility model provides a supporting device of combination steel sheet pile, includes steel sheet pile body (1), its characterized in that: steel sheet pile body (1) is formed by the concatenation of multiunit first subassembly (2) and second subassembly (3), and is a plurality of first subassembly (2) and second subassembly (3) crisscross distribution, first subassembly (2) are laminated the combination each other by two larsen steel sheet piles (4) horizontal segments and are formed, second subassembly (3) comprise two larsen steel sheet piles (4), and two larsen steel sheet piles (4) of second subassembly (3) inside respectively with be located the mutual joint of larsen steel sheet piles (4) of two first subassembly (2) inside of second subassembly (3) both sides, constant head tank (5) have all been seted up at the horizontal segment laminating department both ends of two larsen steel sheet piles (4) on first subassembly (2), constant head tank (5) inside is provided with bolt (6).
2. The support device for the combined steel sheet pile according to claim 1, wherein: the two sides of the Larsen steel plate pile (4) are both arranged to be inclined, and the end parts of the two sides of the Larsen steel plate pile (4) are both fixedly connected with connecting hooks (7).
3. The support device for the combined steel sheet pile according to claim 2, wherein: the equal fixedly connected with stopper (8) of inner wall tip of coupling hook (7), the cross-section of stopper (8) sets up to trapezoidal.
4. The support device for the combined steel sheet pile according to claim 3, wherein: the bolts (6) are set to be M16 high-strength bolts, and the distance between two adjacent first assemblies (2) is 0.5M.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122792566.0U CN216787144U (en) | 2021-11-15 | 2021-11-15 | Supporting device of combined steel sheet pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122792566.0U CN216787144U (en) | 2021-11-15 | 2021-11-15 | Supporting device of combined steel sheet pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216787144U true CN216787144U (en) | 2022-06-21 |
Family
ID=82002063
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122792566.0U Active CN216787144U (en) | 2021-11-15 | 2021-11-15 | Supporting device of combined steel sheet pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216787144U (en) |
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2021
- 2021-11-15 CN CN202122792566.0U patent/CN216787144U/en active Active
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