CN214219682U - Foundation ditch reinforced structure based on high pressure jet grouting pile - Google Patents
Foundation ditch reinforced structure based on high pressure jet grouting pile Download PDFInfo
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- CN214219682U CN214219682U CN202022920574.4U CN202022920574U CN214219682U CN 214219682 U CN214219682 U CN 214219682U CN 202022920574 U CN202022920574 U CN 202022920574U CN 214219682 U CN214219682 U CN 214219682U
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Abstract
The utility model provides a foundation ditch reinforced structure based on high pressure jet grouting pile, include: the utility model not only can realize the effective reinforcement of the foundation pit, but also can improve the production efficiency, and simultaneously can adjust the stress support according to the demand in the using process, the production safety can be ensured.
Description
Technical Field
The utility model relates to a building construction equipment technical field specifically is a foundation ditch reinforced structure based on high pressure jet grouting pile.
Background
The high-pressure rotary jet pile is characterized by that it utilizes high-pressure rotating nozzle to spray cement slurry into soil layer and mix it with soil body to form continuous lapped cement reinforced body. The construction occupies less land, has small vibration and lower noise, and can be used for foundation reinforcement treatment of existing buildings and newly-built buildings, deep foundation pit waterproof curtains, slope soil or water retaining, foundation pit bottom reinforcement, piping and uplift prevention, underground large-diameter pipeline enclosure and reinforcement, soil layer reinforcement or water prevention of subway engineering, reservoir dams, sea walls, river levees, dam body dam foundation seepage prevention reinforcement, construction of underground reservoir seepage-blocking dams and other engineering.
SUMMERY OF THE UTILITY MODEL
The utility model provides a technical problem provide a foundation ditch reinforced structure based on high pressure jet grouting pile to solve the problem that proposes in the above-mentioned background art.
The utility model provides a technical problem adopt following technical scheme to realize: a foundation ditch reinforced structure based on high pressure jet grouting pile includes: a plurality of reinforced support columns, the reinforced support columns form a left reinforced wall and a right reinforced wall, a plurality of adjusting support sleeves are arranged on the left reinforced wall, a plurality of adjusting support rods are arranged on the right reinforced wall, the adjusting support rods are inserted into the adjusting support sleeves, an adjusting driving device is arranged between the adjusting support rods and the adjusting support sleeves, the reinforced support columns on the left reinforced wall are arranged in parallel, the reinforced support columns on the right reinforced wall are arranged in parallel, a plurality of reinforced support cross rods are arranged between the reinforced support columns on the left reinforced wall, a plurality of reinforced support cross rods are arranged between the reinforced support columns on the right reinforced wall, the reinforced support cross rods are arranged on the reinforced support columns through fixing bolts, the adjusting driving device comprises an adjusting driving oil cylinder, the cylinder body of the adjusting driving oil cylinder is arranged on a cylinder fixing seat through a cylinder body fixing seat, the cylinder fixing seat is arranged on the adjusting support sleeves through fixing bolts, the output end of the adjusting driving oil cylinder is installed on the adjusting supporting rod through an adjusting driving plate.
The output end of the adjusting driving oil cylinder is installed on the adjusting driving block through an adjusting driving rod, the adjusting driving rod is installed on the adjusting driving block through a connecting shaft, and the adjusting driving block is installed on the adjusting driving block through a fixing bolt.
The reinforced support column comprises a support column body, wherein a column fixing plate is arranged at the lower end of the support column body, a column connecting plate is arranged at the upper end of the support column body, and the column connecting plate and the column fixing plate are welded and fixed on the support column body.
The middle part of the supporting upright post body is provided with a plurality of reinforcing supporting cross rod fixing screw holes, a plurality of reinforcing rib plates are arranged between the supporting upright post body and the upright post fixing plate, and the reinforcing rib plates are welded and fixed between the supporting upright post body and the upright post fixing plate.
The adjusting support sleeves are arranged in parallel, the adjusting support sleeves are installed on the left reinforcing wall through support sleeve fixing plates, the adjusting support rods are arranged in parallel, and the adjusting support rods are installed on the right reinforcing wall through support rod fixing plates.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses not only can realize the effective reinforcement to the foundation ditch, moreover, convenient to detach, equipment can improve production efficiency, simultaneously, can adjust stress according to the demand and support in the use, can ensure production safety.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural diagram of the adjusting driving device of the present invention.
Fig. 3 is a schematic view of the structure of the reinforced support column of the present invention.
Fig. 4 is a schematic view of the structure of the reinforced support cross bar of the present invention.
Detailed Description
In order to make the technical means, the creative features, the purpose and the efficacy of the present invention easily understood and appreciated, the present invention will be further explained with reference to the specific drawings, and in the description of the present invention, it should be noted that unless otherwise specified and limited, the terms "mounted", "connected" and "connected" should be understood broadly, for example, they may be fixed connection, detachable connection, or integrally connected, mechanically connected or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements.
Example 1
As shown in fig. 1-4, a foundation ditch reinforced structure based on high pressure jet grouting pile includes: a plurality of reinforced support columns 1, the reinforced support columns 1 form a left reinforced wall and a right reinforced wall, a plurality of adjusting support sleeves 3 are arranged on the left reinforced wall, a plurality of adjusting support rods 4 are arranged on the right reinforced wall, the adjusting support rods 4 are inserted into the adjusting support sleeves 3, an adjusting driving device 5 is arranged between the adjusting support rods 4 and the adjusting support sleeves 3, the reinforced support columns 1 on the left reinforced wall are arranged in parallel, the reinforced support columns 1 on the right reinforced wall are arranged in parallel, a plurality of reinforced support cross rods 2 are arranged between the reinforced support columns 1 on the left reinforced wall, a plurality of reinforced support cross rods 2 are arranged between the reinforced support columns 1 on the right reinforced wall, the reinforced support cross rods 2 are arranged on the reinforced support columns 1 through fixing bolts, the adjusting driving device 5 comprises an adjusting driving oil cylinder 51, the cylinder body of the adjusting driving oil cylinder 51 is arranged on an air cylinder fixing seat 57 through a cylinder body fixing seat 52, the cylinder fixing seat 57 is mounted on the adjusting support sleeve 3 through a fixing bolt, and the output end of the adjusting driving oil cylinder 51 is mounted on the adjusting support rod 4 through an adjusting driving plate 56. The output end of the adjusting driving oil cylinder 51 is arranged on an adjusting driving block 55 through an adjusting driving rod 53, the adjusting driving rod 53 is arranged on the adjusting driving block 55 through a connecting shaft 54, and the adjusting driving block 55 is arranged on an adjusting driving plate 56 through a fixing bolt.
Example 2
As shown in fig. 1-4, a foundation ditch reinforced structure based on high pressure jet grouting pile includes: a plurality of reinforced support columns 1, the reinforced support columns 1 form a left reinforced wall and a right reinforced wall, a plurality of adjusting support sleeves 3 are arranged on the left reinforced wall, a plurality of adjusting support rods 4 are arranged on the right reinforced wall, the adjusting support rods 4 are inserted into the adjusting support sleeves 3, an adjusting driving device 5 is arranged between the adjusting support rods 4 and the adjusting support sleeves 3, the reinforced support columns 1 on the left reinforced wall are arranged in parallel, the reinforced support columns 1 on the right reinforced wall are arranged in parallel, a plurality of reinforced support cross rods 2 are arranged between the reinforced support columns 1 on the left reinforced wall, a plurality of reinforced support cross rods 2 are arranged between the reinforced support columns 1 on the right reinforced wall, the reinforced support cross rods 2 are arranged on the reinforced support columns 1 through fixing bolts, the adjusting driving device 5 comprises an adjusting driving oil cylinder 51, the cylinder body of the adjusting driving oil cylinder 51 is arranged on an air cylinder fixing seat 57 through a cylinder body fixing seat 52, the cylinder fixing seat 57 is mounted on the adjusting support sleeve 3 through a fixing bolt, and the output end of the adjusting driving oil cylinder 51 is mounted on the adjusting support rod 4 through an adjusting driving plate 56. Strengthen support column 1 including support column body 11, support column body 11 lower extreme is equipped with the stand fixed plate, support column body 11 upper end is equipped with the stand connecting plate, and stand connecting plate 12, stand fixed plate 13 welded fastening are on support column body 11. The middle part of the supporting upright post body 11 is provided with a plurality of reinforcing supporting cross rod fixing screw holes, a plurality of reinforcing rib plates 14 are arranged between the supporting upright post body 11 and the upright post fixing plate 13, and the reinforcing rib plates 14 are welded and fixed between the supporting upright post body 11 and the upright post fixing plate 13.
Example 3
As shown in fig. 1-4, a foundation ditch reinforced structure based on high pressure jet grouting pile includes: a plurality of reinforced support columns 1, the reinforced support columns 1 form a left reinforced wall and a right reinforced wall, a plurality of adjusting support sleeves 3 are arranged on the left reinforced wall, a plurality of adjusting support rods 4 are arranged on the right reinforced wall, the adjusting support rods 4 are inserted into the adjusting support sleeves 3, an adjusting driving device 5 is arranged between the adjusting support rods 4 and the adjusting support sleeves 3, the reinforced support columns 1 on the left reinforced wall are arranged in parallel, the reinforced support columns 1 on the right reinforced wall are arranged in parallel, a plurality of reinforced support cross rods 2 are arranged between the reinforced support columns 1 on the left reinforced wall, a plurality of reinforced support cross rods 2 are arranged between the reinforced support columns 1 on the right reinforced wall, the reinforced support cross rods 2 are arranged on the reinforced support columns 1 through fixing bolts, the adjusting driving device 5 comprises an adjusting driving oil cylinder 51, the cylinder body of the adjusting driving oil cylinder 51 is arranged on an air cylinder fixing seat 57 through a cylinder body fixing seat 52, the cylinder fixing seat 57 is mounted on the adjusting support sleeve 3 through a fixing bolt, and the output end of the adjusting driving oil cylinder 51 is mounted on the adjusting support rod 4 through an adjusting driving plate 56. The adjusting support sleeves 3 are arranged in parallel, the adjusting support sleeves 3 are installed on the left reinforcing wall through support sleeve fixing plates, the adjusting support rods 4 are arranged in parallel, and the adjusting support rods 4 are installed on the right reinforcing wall through support rod fixing plates.
The utility model uses the reinforced supporting upright posts 1 to form a left reinforced wall and a right reinforced wall, a plurality of adjusting supporting sleeves 3 are arranged on the left reinforced wall, a plurality of adjusting supporting rods 4 are arranged on the right reinforced wall, the adjusting supporting rods 4 are inserted in the adjusting supporting sleeves 3, an adjusting driving device 5 is arranged between the adjusting supporting rods 4 and the adjusting supporting sleeves 3, the reinforced supporting upright posts 1 on the left reinforced wall are arranged in parallel, the reinforced supporting upright posts 1 on the right reinforced wall are arranged in parallel, a plurality of reinforced supporting transverse rods 2 are arranged between the reinforced supporting upright posts 1 on the left reinforced wall, a plurality of reinforced supporting transverse rods 2 are arranged between the reinforced supporting upright posts 1 on the right reinforced wall, the reinforced supporting transverse rods 2 are arranged on the reinforced supporting upright posts 1 through fixing bolts, thereby not only realizing the effective reinforcement of the foundation pit, but also being convenient for disassembly and assembly, improving the production efficiency, simultaneously, the stress support can be adjusted according to requirements in the using process, and the production safety can be ensured.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (5)
1. A foundation ditch reinforced structure based on high pressure jet grouting pile includes: a plurality of support post (1) of strengthening, its characterized in that: the left reinforcing wall and the right reinforcing wall are formed by the reinforcing support columns (1), a plurality of adjusting support sleeves (3) are arranged on the left reinforcing wall, a plurality of adjusting support rods (4) are arranged on the right reinforcing wall, the adjusting support rods (4) are inserted into the adjusting support sleeves (3), an adjusting driving device (5) is arranged between each adjusting support rod (4) and each adjusting support sleeve (3), the reinforcing support columns (1) on the left reinforcing wall are arranged in parallel, the reinforcing support columns (1) on the right reinforcing wall are arranged in parallel, a plurality of reinforcing support cross rods (2) are arranged between the reinforcing support columns (1) on the left reinforcing wall, a plurality of reinforcing support cross rods (2) are arranged between the reinforcing support columns (1) on the right reinforcing wall, the reinforcing support cross rods (2) are installed on the reinforcing support columns (1) through fixing bolts, and the adjusting driving device (5) comprises adjusting driving oil cylinders (51), the cylinder body of the adjusting driving oil cylinder (51) is installed on the cylinder fixing seat (57) through the cylinder fixing seat (52), the cylinder fixing seat (57) is installed on the adjusting support sleeve (3) through a fixing bolt, and the output end of the adjusting driving oil cylinder (51) is installed on the adjusting support rod (4) through the adjusting driving plate (56).
2. The foundation pit reinforcing structure based on high-pressure jet grouting piles as claimed in claim 1, wherein: the output end of the adjusting driving oil cylinder (51) is arranged on an adjusting driving block (55) through an adjusting driving rod (53), the adjusting driving rod (53) is arranged on the adjusting driving block (55) through a connecting shaft (54), and the adjusting driving block (55) is arranged on an adjusting driving plate (56) through a fixing bolt.
3. The foundation pit reinforcing structure based on high-pressure jet grouting piles as claimed in claim 1, wherein: strengthen support post (1) including support post body (11), support post body (11) lower extreme is equipped with the stand fixed plate, support post body (11) upper end is equipped with the stand connecting plate, stand connecting plate (12), stand fixed plate (13) welded fastening are on support post body (11).
4. The foundation pit reinforcing structure based on high-pressure jet grouting piles as claimed in claim 3, wherein: the middle part of the supporting upright post body (11) is provided with a plurality of reinforcing supporting cross rod fixing screw holes, a plurality of reinforcing rib plates (14) are arranged between the supporting upright post body (11) and the upright post fixing plate (13), and the reinforcing rib plates (14) are welded and fixed between the supporting upright post body (11) and the upright post fixing plate (13).
5. The foundation pit reinforcing structure based on high-pressure jet grouting piles as claimed in claim 1, wherein: the adjusting support sleeves (3) are arranged in parallel, the adjusting support sleeves (3) are installed on the left reinforcing wall through support sleeve fixing plates, the adjusting support rods (4) are arranged in parallel, and the adjusting support rods (4) are installed on the right reinforcing wall through support rod fixing plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022920574.4U CN214219682U (en) | 2020-12-09 | 2020-12-09 | Foundation ditch reinforced structure based on high pressure jet grouting pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022920574.4U CN214219682U (en) | 2020-12-09 | 2020-12-09 | Foundation ditch reinforced structure based on high pressure jet grouting pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214219682U true CN214219682U (en) | 2021-09-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022920574.4U Active CN214219682U (en) | 2020-12-09 | 2020-12-09 | Foundation ditch reinforced structure based on high pressure jet grouting pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214219682U (en) |
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2020
- 2020-12-09 CN CN202022920574.4U patent/CN214219682U/en active Active
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