CN218880937U - Deep foundation structure of sedimentation type integrated pump station - Google Patents
Deep foundation structure of sedimentation type integrated pump station Download PDFInfo
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- CN218880937U CN218880937U CN202223271300.2U CN202223271300U CN218880937U CN 218880937 U CN218880937 U CN 218880937U CN 202223271300 U CN202223271300 U CN 202223271300U CN 218880937 U CN218880937 U CN 218880937U
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Abstract
The utility model relates to a deep foundation structure of formula of subsiding integration pump station, include: the inner wall of the base frame is fixedly connected with a mounting sliding rod; the bearing assembly comprises an installation sliding block which is connected to the inner wall of the foundation frame in a sliding mode, the bottom of the installation sliding block is fixedly connected with a triangular oblique block, two sides of the top of the installation sliding block are fixedly connected with two symmetrically arranged bearing rods, and the tops of the bearing rods are fixedly connected through a bearing plate; the butt subassembly, the butt subassembly includes the installation sliding sleeve, the top fixedly connected with bracing piece of installation sliding sleeve. The utility model discloses can exert pressure to the loading board when concrete placement to the triangle sloping block that drives installation slider below through the carrier bar moves down, consequently makes the triangle sloping block extrude the butt gyro wheel, thereby drives the extrusion of the spacing inserted bar of bracing piece side to foundation frame's the outside, and makes foundation frame and base material connect more stably, and then has guaranteed the utility model discloses foundation structure's stability.
Description
Technical Field
The utility model relates to an infrastructure technical field especially relates to a deep foundation structure of formula of subsiding integration pump station.
Background
The foundation refers to a load-bearing member at the bottom of the building which is in contact with the foundation, and the function of the load-bearing member is to transmit the load at the upper part of the building to the foundation. The foundation must therefore be strong, stable and reliable. The part of the structural members below the ground of the engineering structure, which is used to transfer the superstructure load to the foundation, is an important component of houses, bridges, wharfs and other structures.
As in application No.: CN201922114282.9 discloses an empty tower foundation structure that divides, including the foundation structure body, the bottom and the pile foundation of foundation structure body are connected, it can with to set up in the foundation structure body the layered isolation waterproof layer is separated to the foundation structure body, this internal at least one ventilation pipe that can separate the cold that sets up of foundation structure, set up empty tower connecting portion on the foundation structure body, empty tower connecting portion include the multichannel separates cold layer, the surface course is laid at the top of foundation structure body. This air separation tower foundation structure effectively keeps apart air separation tower and foundation structure body through multichannel cold insulation measure, improves cold insulation effect, reduces the frost crack damage of foundation structure body, improves life.
Although the technical scheme can reduce frost crack damage of the foundation structure body and prolong the service life, the foundation of the technical scheme still has the phenomenon of infirm fixation when in use, so that collapse is easy to generate in the use process.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a subside formula integration pump station deep basal structure can be when concrete placement, exerts pressure to the loading board to move down through the triangle sloping block of bearing bar drive installation slider below, consequently make the triangle sloping block to the extrusion of butt gyro wheel, thereby drive the spacing inserted bar of bracing piece side and extrude to basic frame's the outside, and make basic frame and base material connect more stably, and then guaranteed the utility model discloses basic structure's stability.
In order to achieve the above object, the utility model discloses a main technical scheme include:
a deep foundation structure of subside formula integration pump station includes:
the device comprises a base frame for mounting an integrated pump station, wherein a mounting sliding rod is fixedly connected to the inner wall of the base frame;
the bearing assembly comprises a mounting sliding block which is connected to the inner wall of the base frame in a sliding mode, the bottom of the mounting sliding block is fixedly connected with a triangular inclined block, two symmetrically arranged bearing rods are fixedly connected to two sides of the top of the mounting sliding block, and the tops of the bearing rods are fixedly connected through the bearing plates;
increase the stable butt subassembly of integration pump station installation, the butt subassembly includes the installation sliding sleeve, the top fixedly connected with bracing piece of installation sliding sleeve, the top of bracing piece is rotated through the connecting axle and is installed the butt gyro wheel, two spacing inserted bars of side fixedly connected with of bracing piece.
The deep foundation structure of the sedimentation type integrated pump station is characterized in that the installation sliding sleeve is slidably installed on the installation sliding rod.
The deep foundation structure of the sedimentation type integrated pump station is characterized in that the abutting idler wheel is close to one side of the triangular sloping block and is in rolling connection with the inclined plane of the triangular sloping block.
The deep foundation structure of the sedimentation type integrated pump station is characterized in that a reinforcing plate is fixedly connected to the bottom of the foundation framework.
The deep foundation structure of the sedimentation type integrated pump station is characterized in that one end of the limiting insertion rod is far away from the supporting rod and is fixedly connected with a conical head.
The deep foundation structure of the settlement type integrated pump station is characterized in that a limiting sliding sleeve is installed on the side face of the inner wall of the foundation frame and corresponds to the position of the limiting insertion rod, and the limiting sliding sleeve is connected with the limiting insertion rod in a sliding mode.
Above-mentioned deep foundation structure of formula of subsiding integration pump station, wherein, the side of spacing sliding sleeve still fixedly connected with connecting spring, just connecting spring's the other end with bracing piece fixed connection.
The utility model discloses possess following beneficial effect at least:
the utility model discloses in, through the cooperation between foundation frame, carrier assembly, installation slide bar and the butt subassembly, realized a subside formula integration pump station deep foundation structure, can be when concrete placement, exert pressure to the loading board, and move down through the triangle sloping block of carrier bar drive installation slider below, consequently make the triangle sloping block to push the butt gyro wheel, thereby drive the extrusion of the spacing inserted bar of bracing piece side to foundation frame's the outside, and make foundation frame and base material connect more stably, and then guaranteed the utility model discloses foundation structure's stability.
Drawings
FIG. 1 is a schematic perspective view of a deep foundation structure of a settling type integrated pump station of the present invention;
FIG. 2 is a schematic view of the sectional structure of the deep foundation structure of the settling type integrated pump station of the present invention;
fig. 3 is the utility model discloses subside formula integration pump station butt joint subassembly's among the deep foundation structure structural schematic.
The reference numbers indicate:
1. a base frame; 2. a load bearing assembly; 3. installing a sliding rod; 4. an abutment assembly;
101. a reinforcing plate;
201. installing a sliding block; 202. a triangular oblique block; 203. a carrier bar; 204. a carrier plate;
401. installing a sliding sleeve; 402. a support bar; 403. abutting against the roller; 404. a limiting inserted rod;
4041. a conical head; 4042. a limiting sliding sleeve; 4043. a spring is connected.
The drawings in the utility model are schematic drawings, and the size and relative proportion thereof do not represent the actual size;
the following detailed description will be made in conjunction with embodiments of the present invention with reference to the accompanying drawings.
Detailed Description
Embodiments of the present application will be described in detail with reference to the drawings and examples, so that how to implement technical means to solve technical problems and achieve technical effects of the present application can be fully understood and implemented.
Referring to fig. 1 to fig. 3, an embodiment of the present invention provides a deep foundation structure of a sedimentation-type integrated pump station, including: the device comprises a base frame 1 for mounting an integrated pump station, a bearing component 2 for mounting the integrated pump station and an abutting component 4 for increasing the mounting stability of the integrated pump station, wherein a mounting sliding rod 3 is fixedly connected to the inner wall of the base frame 1;
the bearing assembly 2 comprises an installation sliding block 201 which is connected to the inner wall of the base frame 1 in a sliding mode, the bottom of the installation sliding block 201 is fixedly connected with a triangular inclined block 202, two sides of the top of the installation sliding block 201 are fixedly connected with two symmetrically arranged bearing rods 203, and the tops of the bearing rods 203 are fixedly connected through a bearing plate 204;
the abutting assembly 4 comprises a mounting sliding sleeve 401, the mounting sliding sleeve 401 is slidably mounted on the mounting sliding rod 3, a supporting rod 402 is fixedly connected to the top of the mounting sliding sleeve 401, an abutting roller 403 is rotatably mounted at the top of the supporting rod 402 through a connecting shaft, one side, close to the triangular inclined block 202, of the abutting roller 403 is in rolling connection with the inclined surface of the triangular inclined block 202, and two limiting inserting rods 404 are fixedly connected to the side surfaces of the supporting rod 402;
through adopting above-mentioned technical scheme, can be when concrete placement, exert pressure to loading board 204 to the triangle sloping block 202 that drives installation slider 201 below through carrier bar 203 moves down, consequently makes triangle sloping block 202 extrude butt-joint gyro wheel 403, thereby drives spacing inserted bar 404 of bracing piece 402 side and extrudees to the outside of foundation frame 1, and makes foundation frame 1 and base material connect more stably, and then has guaranteed the utility model discloses foundation structure's stability.
Wherein, the bottom of the basic frame 1 is fixedly connected with a reinforcing plate 101;
by adopting the technical scheme, the installation stability of the base frame 1 is improved.
Wherein, one end of the limit inserted bar 404 far away from the support bar 402 is fixedly connected with a conical head 4041;
by adopting the technical scheme, the convenience of inserting the limiting insertion rod 404 into the base material is improved.
Wherein, a limit sliding sleeve 4042 is installed on the side of the inner wall of the base frame 1 and at a position corresponding to the limit insertion rod 404, the limit sliding sleeve 4042 is slidably connected with the limit insertion rod 404, a connection spring 4043 is further fixedly connected to the side of the limit sliding sleeve 4042, and the other end of the connection spring 4043 is fixedly connected with the support rod 402;
by adopting the technical scheme, the stability of inserting the limiting insertion rod 404 into the base material is improved.
The utility model discloses a theory of operation is: can exert pressure to loading board 204 when concrete placement to it moves down to drive the triangle sloping block 202 of installation slider 201 below through carrier bar 203, consequently makes triangle sloping block 202 extrude butt joint gyro wheel 403, thereby drives the extrusion of the spacing inserted bar 404 of bracing piece 402 side to the outside of foundation frame 1, and makes foundation frame 1 and base material connect more stably, and then has guaranteed the utility model discloses foundation structure's stability.
While the foregoing description shows and describes several preferred embodiments of the invention, it is to be understood, as noted above, that the invention is not limited to the forms disclosed herein, but is not intended to be exhaustive or to exclude other embodiments and may be used in various other combinations, modifications, and environments and is capable of changes within the scope of the inventive concept as expressed herein, commensurate with the above teachings, or the skill or knowledge of the relevant art. But that modifications and variations may be effected by those skilled in the art without departing from the spirit and scope of the invention, which is to be limited only by the claims appended hereto.
Claims (7)
1. The utility model provides a deep foundation structure of formula of subsiding integration pump station which characterized in that includes:
the device comprises a base frame (1) for mounting an integrated pump station, wherein a mounting sliding rod (3) is fixedly connected to the inner wall of the base frame (1);
the bearing assembly (2) is used for mounting the integrated pump station, the bearing assembly (2) comprises a mounting sliding block (201) which is connected to the inner wall of the base frame (1) in a sliding mode, the bottom of the mounting sliding block (201) is fixedly connected with a triangular inclined block (202), two symmetrically arranged bearing rods (203) are fixedly connected to two sides of the top of the mounting sliding block (201), and the tops of the bearing rods (203) are fixedly connected through bearing plates (204);
increase stable butt subassembly (4) of integration pump station installation, butt subassembly (4) are including installation sliding sleeve (401), top fixedly connected with bracing piece (402) of installation sliding sleeve (401), the top of bracing piece (402) is rotated through the connecting axle and is installed butt gyro wheel (403), two spacing inserted bars (404) of side fixedly connected with of bracing piece (402).
2. A deep infrastructure of a settlement type integrated pump station according to claim 1, characterized in that: the mounting sliding sleeve (401) is slidably mounted on the mounting sliding rod (3).
3. A deep infrastructure of a subsidence-type integrated pump station according to claim 2, wherein: one side of the abutting roller (403) close to the triangular sloping block (202) is in rolling connection with the inclined surface of the triangular sloping block (202).
4. A deep infrastructure of a subsidence-type integrated pump station according to claim 3, wherein: the bottom of the basic frame (1) is fixedly connected with a reinforcing plate (101).
5. A deep infrastructure of subside formula integration pump station according to claim 4, characterized in that: one end of the limiting inserted rod (404) far away from the supporting rod (402) is fixedly connected with a conical head (4041).
6. A deep foundation structure of a sedimentation type integrated pump station according to claim 5, characterized in that: the side of basis frame (1) inner wall just corresponds spacing sliding sleeve (4042) is installed to the position of spacing inserted bar (404), just spacing sliding sleeve (4042) with spacing inserted bar (404) sliding connection.
7. A deep foundation structure of a sedimentation type integrated pump station according to claim 6, characterized in that: the side of the limiting sliding sleeve (4042) is also fixedly connected with a connecting spring (4043), and the other end of the connecting spring (4043) is fixedly connected with the supporting rod (402).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223271300.2U CN218880937U (en) | 2022-12-07 | 2022-12-07 | Deep foundation structure of sedimentation type integrated pump station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223271300.2U CN218880937U (en) | 2022-12-07 | 2022-12-07 | Deep foundation structure of sedimentation type integrated pump station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218880937U true CN218880937U (en) | 2023-04-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223271300.2U Active CN218880937U (en) | 2022-12-07 | 2022-12-07 | Deep foundation structure of sedimentation type integrated pump station |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218880937U (en) |
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2022
- 2022-12-07 CN CN202223271300.2U patent/CN218880937U/en active Active
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