CN219773023U - Grouting reinforcement composite pile foundation - Google Patents
Grouting reinforcement composite pile foundation Download PDFInfo
- Publication number
- CN219773023U CN219773023U CN202321128081.4U CN202321128081U CN219773023U CN 219773023 U CN219773023 U CN 219773023U CN 202321128081 U CN202321128081 U CN 202321128081U CN 219773023 U CN219773023 U CN 219773023U
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- pile foundation
- displacement block
- middle position
- backplate
- penetrating pipe
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 26
- 239000002131 composite material Substances 0.000 title claims abstract description 23
- 238000006073 displacement reaction Methods 0.000 claims abstract description 55
- 230000000087 stabilizing effect Effects 0.000 claims abstract description 14
- 238000007569 slipcasting Methods 0.000 claims abstract 2
- 230000000149 penetrating effect Effects 0.000 claims description 34
- 150000001875 compounds Chemical class 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 description 5
- 238000005553 drilling Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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Abstract
The utility model provides a grouting reinforcement composite pile foundation, which relates to the technical field of buildings and comprises a stabilizing frame; the stabilizing frame is of triangular design, the middle position of the bottom of the stabilizing frame is fixedly connected with the middle position of the top of the adjusting seat, and adjusting grooves are respectively formed in the left side and the right side of the bottom of the adjusting seat. When dismantling and withdrawing pile foundation backplate A and pile foundation backplate B, rotate the regulation pole, make its removal piece A and displacement piece carry out the removal of opposite direction position and keep away from, pile foundation backplate A and pile foundation backplate B will break away from the parcel to the pile foundation, and then play the convenient effect of dismantling, save time consumption. The problem of current pile foundation's slip casting reinforcement in-process, the mould of pile foundation outside parcel is fixed through the bolt in the fixed time majority, comparatively troublesome in drawing of patterns and fixed module, influences the time of pile foundation construction is solved.
Description
Technical Field
The utility model belongs to the technical field of buildings, and particularly relates to a grouting reinforcement composite pile foundation.
Background
The composite pile foundation means that the pile foundation borne by soil between piles under a bearing platform is considered, and the pile foundation is designed according to the composite pile foundation, so that the pile quantity for engineering can be greatly reduced.
The utility model provides a pile foundation reinforcing system based on a reinforced composite grouting method, which is provided by application number CN 201620064097.7. Pile foundation reinforcement system includes pile body and pile bottom, the pile body with the pile bottom is connected, be equipped with the reinforcement drilling in the pile body, be equipped with the reinforcement skeleton in the reinforcement drilling. The pile foundation reinforcing system based on the reinforced composite grouting method not only improves the working efficiency, but also has the advantages of good reinforcing effect, simple and convenient construction, economy and reliability.
Based on the search of the patent and the application of the prior grouting reinforcement composite pile foundation, the following is known: in the grouting reinforcement process of the pile foundation, most of the moulds wrapped outside the pile foundation are fixed through bolting during fixing, and the time of pile foundation construction is influenced due to trouble during demoulding and fixing of the modules.
Disclosure of Invention
In order to solve the technical problems, the utility model provides a grouting reinforcement composite pile foundation, which aims to solve the problems that in the existing grouting reinforcement process of the pile foundation, most of moulds wrapped on the outer side of the pile foundation are fixed through bolting during fixing, and the time of pile foundation construction is influenced due to trouble during demoulding and fixing of a module.
The utility model discloses a grouting reinforcement composite pile foundation, which is realized by the following specific technical means:
a grouting reinforcement composite pile foundation comprises a steady frame; the stabilizing frame is triangular in design, the middle position of the bottom of the stabilizing frame is fixedly connected with the middle position of the top of the adjusting seat, the left side and the right side of the bottom of the adjusting seat are respectively provided with an adjusting groove, the middle position inside the adjusting seat is rotationally connected with an adjusting rod, the adjusting grooves on the left side of the adjusting seat are slidably connected with a displacement block A, the right side of the adjusting seat is slidably connected with a displacement block B in an adjusting groove, a pile foundation guard plate A in a C shape is arranged at the bottom of the displacement block A, a penetrating pipe A and a penetrating pipe B are respectively positioned at the front end and the rear end of the top of the pile foundation guard plate A, and a pile foundation guard plate B in a C shape is arranged at the bottom of the displacement block B.
Further, the top intermediate position of firm frame and mounting panel bottom intermediate position fixed connection, the hanging hole has all been seted up to the top four sides intermediate position of mounting panel.
Furthermore, the displacement block A and the displacement block B are symmetrically designed, threaded holes are formed in the middle positions of the side surfaces of the displacement block A and the displacement block B, the left side and the right side of the adjusting rod are respectively positioned in the threaded holes of the displacement block A and the displacement block B, and threads on the left side and the right side of the adjusting rod are reversely designed.
Further, a penetrating pipe A is arranged in the middle of the front end of the top of the displacement block A, a penetrating pipe B is arranged in the middle of the rear end of the top of the displacement block A, and the penetrating pipe A and the penetrating pipe B are symmetrically designed.
Further, a penetrating pipe C is arranged in the middle of the front end of the top of the displacement block B, a penetrating pipe D is arranged in the middle of the rear end of the top of the displacement block B, and the penetrating pipe C and the penetrating pipe D are symmetrically designed.
Further, pile foundation backplate B is symmetrical design with pile foundation backplate A, poling C and poling D are located the front and back both ends position at pile foundation backplate B top respectively.
Compared with the prior art, the utility model has the following beneficial effects:
when the composite pile foundation is required to be subjected to grouting reinforcement, the stabilizing frame is firstly arranged at the position right above the pile foundation, the pile foundation guard plates A and B are respectively positioned at the left side and the right side of the pile foundation, the adjusting rod is rotated, the reverse thread design at the left side and the right side of the adjusting rod is combined, the displacement block A and the displacement block B are enabled to move close to each other until the pile foundation guard plates A are attached to the inner side of the pile foundation guard plates B, the pile foundation is wrapped in the pile foundation, grouting materials are conveyed into the pile foundation guard plates A and the pile foundation guard plates B through any pipe penetrating A, pipe penetrating B, pipe penetrating C and pipe penetrating D, pile foundation wrapped in the pile foundation is reinforced, and grouting equipment is convenient for pouring and reinforcing the pile foundation at the middle position of the pile foundation guard plates A and the pile foundation guard plates B.
When dismantling and withdraw pile foundation backplate A and pile foundation backplate B, rotate the regulation pole, make its displacement piece A carry out the removal of subtend position with displacement piece B and keep away from, pile foundation backplate A and pile foundation backplate B will break away from the parcel to the pile foundation, and then play the convenient effect of dismantling, save time consumption, avoided the mould of pile foundation outside parcel to fix most through the bolt when fixed, it is comparatively troublesome in drawing of patterns and fixed module, influence the problem of the time of pile foundation construction.
Drawings
FIG. 1 is a schematic view of a front view structure of a grouting reinforcement composite pile foundation according to the present utility model.
Fig. 2 is a schematic top view of the grouting reinforcement composite pile foundation of the present utility model.
FIG. 3 is a schematic side view of the grouting reinforcement composite pile foundation of the present utility model.
Fig. 4 is a schematic diagram of an assembly side view structure of the stabilizing frame, the displacement block a and the displacement block B.
In the figure, the correspondence between the component names and the drawing numbers is:
1. a stabilizing frame; 101. a mounting plate; 102. an adjusting seat; 103. an adjusting rod; 2. a displacement block A; 201. a penetrating pipe A; 202. a pipe penetrating B; 3. a displacement block B; 301. a pipe penetrating C; 302. a penetrating pipe D; 4. pile foundation guard board A; 5. pile foundation guard board B.
Detailed Description
Embodiments of the present utility model are described in further detail below with reference to the accompanying drawings and examples.
Examples:
as shown in fig. 1 to 4:
the utility model provides a grouting reinforcement composite pile foundation, which comprises a stabilizing frame 1; the stabilizing frame 1 is of a triangle design, the middle position of the bottom of the stabilizing frame 1 is fixedly connected with the middle position of the top of the adjusting seat 102, adjusting grooves are respectively formed in the left side and the right side of the bottom of the adjusting seat 102, an adjusting rod 103 is rotatably connected to the middle position of the inside of the adjusting seat 102, a displacement block A2 is slidably connected to the left side of the adjusting seat 102 in the adjusting groove, a displacement block B3 is slidably connected to the right side of the adjusting seat 102 in the adjusting groove, a pile foundation guard plate A4 in a C shape is arranged at the bottom position of the displacement block A2, a penetrating pipe A201 and a penetrating pipe B202 are respectively located at the front end and the rear end of the top of the pile foundation guard plate A4, and a pile foundation guard plate B5 in a C shape is arranged at the bottom position of the displacement block B3.
Wherein, the top intermediate position of steady rest 1 and mounting panel 101 bottom intermediate position fixed connection, the suspension hole has all been seted up to the top four sides intermediate position of mounting panel 101.
The displacement block A2 and the displacement block B3 are symmetrically designed, threaded holes are formed in the middle positions of the side surfaces of the displacement block A2 and the displacement block B3, the left side and the right side of the adjusting rod 103 are respectively located in the threaded holes of the displacement block A2 and the displacement block B3, and threads on the left side and the right side of the adjusting rod 103 are reversely designed.
Wherein, the top front end intermediate position of displacement piece A2 is provided with poling A201, and the top rear end intermediate position of displacement piece A2 is provided with poling B202, poling A201 and poling B202 are symmetrical design.
Wherein, the middle position of the top front end of the displacement block B3 is provided with a perforating pipe C301, the middle position of the top rear end of the displacement block B3 is provided with a perforating pipe D302, and the perforating pipe C301 and the perforating pipe D302 are symmetrically designed.
Wherein, pile foundation backplate B5 is symmetrical design with pile foundation backplate A4, poling C301 and poling D302 are located the front and back both ends position at pile foundation backplate B5 top respectively.
Specific use and action of the embodiment:
when the device is used, firstly, the device is assembled by combining the embodiment, when a composite pile foundation is needed to carry out grouting reinforcement, firstly, the steady frame 1 is arranged at the position right above the pile foundation, the pile foundation guard plate A4 and the pile foundation guard plate B5 are respectively positioned at the left side and the right side of the pile foundation, then, through rotating the adjusting rod 103 and combining the reverse thread design at the left side and the right side of the adjusting rod 103, the displacement block A2 and the displacement block B3 are moved close to each other until the pile foundation guard plate A4 is attached to the inner side of the pile foundation guard plate B5, the pile foundation is wrapped in, then grouting materials are conveyed into the pile foundation guard plate A4 and the pile foundation guard plate B5 through any pipe penetrating A201, pipe penetrating B202, pipe penetrating C301 and pipe penetrating D302, the pile foundation wrapped in the steady frame is reinforced, and grouting equipment is convenient for pouring and reinforcing the pile foundation at the middle position of the pile foundation guard plate A4 and the pile foundation guard plate B5.
When dismantling and withdrawing pile foundation backplate A4 and pile foundation backplate B5, rotate regulation pole 103, make its displacement piece A2 and displacement piece B3 carry out the removal of subtend position and keep away from, pile foundation backplate A4 and pile foundation backplate B5 will break away from the parcel to the pile foundation, and then play and dismantle convenient effect, save time consumption.
Claims (6)
1. The utility model provides a compound pile foundation is consolidated in slip casting which characterized in that: comprises a steady frame (1); the stabilizing frame (1) is triangular, the middle position of the bottom of the stabilizing frame (1) is fixedly connected with the middle position of the top of the adjusting seat (102), the left side and the right side of the bottom of the adjusting seat (102) are respectively provided with an adjusting groove, the middle position of the inside of the adjusting seat (102) is rotationally connected with an adjusting rod (103), the adjusting groove on the left side of the adjusting seat (102) is slidably connected with a displacement block A (2), the right side of the adjusting seat (102) is slidably connected with a displacement block B (3), a pile foundation guard plate A (4) in a C shape is arranged at the bottom of the displacement block A (2), a penetrating pipe A (201) and a penetrating pipe B (202) are respectively positioned at the front end and the rear end of the top of the pile foundation guard plate A (4), and a pile foundation guard plate B (5) in a C shape is arranged at the bottom of the displacement block B (3).
2. The grouting reinforcement composite pile foundation of claim 1, wherein: the middle position of the top of the stabilizing frame (1) is fixedly connected with the middle position of the bottom of the mounting plate (101), and hanging holes are formed in the middle positions of four sides of the top of the mounting plate (101).
3. The grouting reinforcement composite pile foundation of claim 1, wherein: the displacement block A (2) and the displacement block B (3) are symmetrically designed, threaded holes are formed in the middle positions of the side faces of the displacement block A (2) and the displacement block B (3), the left side and the right side of the adjusting rod (103) are respectively located in the threaded holes of the displacement block A (2) and the displacement block B (3), and threads on the left side and the right side of the adjusting rod (103) are reversely designed.
4. The grouting reinforcement composite pile foundation of claim 1, wherein: the middle position of the front end of the top of the displacement block A (2) is provided with a penetrating pipe A (201), the middle position of the rear end of the top of the displacement block A (2) is provided with a penetrating pipe B (202), and the penetrating pipe A (201) and the penetrating pipe B (202) are symmetrically designed.
5. The grouting reinforcement composite pile foundation of claim 1, wherein: the middle position of the front end of the top of the displacement block B (3) is provided with a penetrating pipe C (301), the middle position of the rear end of the top of the displacement block B (3) is provided with a penetrating pipe D (302), and the penetrating pipe C (301) and the penetrating pipe D (302) are symmetrically designed.
6. The grouting reinforcement composite pile foundation of claim 1, wherein: pile foundation backplate B (5) are symmetrical design with pile foundation backplate A (4), and poling C (301) and poling D (302) are located the front and back both ends position at pile foundation backplate B (5) top respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321128081.4U CN219773023U (en) | 2023-05-11 | 2023-05-11 | Grouting reinforcement composite pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321128081.4U CN219773023U (en) | 2023-05-11 | 2023-05-11 | Grouting reinforcement composite pile foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219773023U true CN219773023U (en) | 2023-09-29 |
Family
ID=88138469
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321128081.4U Active CN219773023U (en) | 2023-05-11 | 2023-05-11 | Grouting reinforcement composite pile foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219773023U (en) |
-
2023
- 2023-05-11 CN CN202321128081.4U patent/CN219773023U/en active Active
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