CN217174807U - Support pile with monitoring foundation pit horizontal displacement - Google Patents
Support pile with monitoring foundation pit horizontal displacement Download PDFInfo
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- CN217174807U CN217174807U CN202123298297.9U CN202123298297U CN217174807U CN 217174807 U CN217174807 U CN 217174807U CN 202123298297 U CN202123298297 U CN 202123298297U CN 217174807 U CN217174807 U CN 217174807U
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Abstract
The application discloses a support pile capable of monitoring horizontal displacement of a foundation pit, which relates to the technical field of foundation pit support, and aims to solve the problems that a soil body on the side wall of the foundation pit tends to move towards the inside of the foundation pit, the horizontal deformation of the soil body needs to be monitored so as to judge the safety and stability of a support structure and reduce potential safety hazards; the ground outside of the foundation pit is fixedly provided with an installation plate, and an installation shell is fixedly arranged above the installation plate. This application is through installing the monitoring prism on the fender pile in the foundation ditch, sets up the prism simultaneously on the monitoring point to cooperate the total powerstation outside the foundation ditch to calculate, can obtain the gradient of foundation ditch, judge whether horizontal displacement takes place for the foundation ditch, thereby realize the real-time detection to foundation ditch horizontal displacement, guarantee the accurate nature of detected data.
Description
Technical Field
The application relates to the field of foundation pit support, in particular to a support pile capable of monitoring horizontal displacement of a foundation pit.
Background
Need dig on ground and establish the foundation ditch in the construction, along with the foundation ditch in the soil body dig out, the foundation ditch lateral wall soil body tends to move to foundation ditch inside, needs monitor soil body horizontal deformation to judge supporting construction's safety and stability, reduce the potential safety hazard.
Therefore, a fender pile with monitoring of horizontal displacement of a foundation pit is now proposed.
SUMMERY OF THE UTILITY MODEL
In order to improve that the foundation ditch lateral wall soil body tends to move to the foundation ditch is inside, need monitor soil body horizontal deformation to judge supporting construction's safety and stability, reduce the problem of potential safety hazard, this application provides a fender pile with monitoring foundation ditch horizontal displacement.
The application provides a fender pile with monitoring foundation ditch horizontal displacement adopts following technical scheme:
a supporting pile capable of monitoring horizontal displacement of a foundation pit comprises the foundation pit dug on the ground and a supporting pile fixed on the inner side wall of the foundation pit, wherein a support is fixedly installed at the top of the supporting pile, and a monitoring prism is fixedly installed at the top of the support;
the subaerial fixed mounting of foundation ditch outside has the mounting panel, the top fixed mounting of mounting panel has the installation casing, the inside fixed mounting of installation casing has the total powerstation.
By adopting the technical scheme, the monitoring prism is installed on the support pile of the foundation pit, the prism is arranged on the monitoring point and is matched with the total station outside the foundation pit for measurement and calculation, the inclination of the foundation pit can be obtained, whether the horizontal displacement of the foundation pit occurs or not is judged, the real-time detection of the horizontal displacement of the foundation pit is realized, and the accuracy of the detection data is ensured.
Optionally, a protective cover is fixedly mounted on the top of the support above the monitoring prism.
Through adopting above-mentioned technical scheme, the setting of protective cover has played good guard action to the monitoring prism to the damage of external force to the monitoring prism has been reduced effectively.
Optionally, an electric telescopic rod is fixedly installed between the installation shell and the installation plate.
Through adopting above-mentioned technical scheme, electric telescopic handle's setting can conveniently be adjusted the height at installation casing place.
Optionally, the mounting shell is provided with a bottom plate in a sliding manner, the total station is placed on the upper surface of the bottom plate, the bottom of the mounting shell is in threaded connection with an adjusting screw rod, and the top of the adjusting screw rod is rotatably connected with the bottom plate.
By adopting the technical scheme, the height of the total station can be finely adjusted by rotating the adjusting screw.
Optionally, the two inner side walls of the installation shell are fixedly provided with slide rails, the two sides of the bottom plate are fixedly connected with slide blocks, and the slide blocks are connected with the slide rails in a sliding manner.
Through adopting above-mentioned technical scheme, the stability that the bottom plate removed has been guaranteed in the setting of slide rail and slider.
Optionally, the two sides of the installation shell are both connected with clamping screws in a threaded manner, and one ends of the clamping screws, which are located inside the installation shell, are rotatably connected with clamping plates.
Through adopting above-mentioned technical scheme, rotate through holding the screw rod for splint carry out the centre gripping to the total powerstation and fix, are convenient for carry out the dismouting to the total powerstation.
Optionally, a protective pad is fixedly mounted on one side of the clamping plate close to the total station.
Through adopting above-mentioned technical scheme, the setting of protection pad has avoided the direct contact of splint with the total powerstation, is difficult for causing the damage to the total powerstation.
Optionally, a storage battery is fixedly mounted inside the top of the mounting shell, a solar panel is fixedly mounted on the back of the mounting shell, and the solar panel is electrically connected with the storage battery.
Through adopting above-mentioned technical scheme, solar cell panel is the electric energy storage with solar energy transformation and is used in the battery for the total powerstation, practices thrift the electric energy source.
In summary, the present application has the following beneficial effects:
this application is through installing the monitoring prism on the fender pile in the foundation ditch, sets up the prism simultaneously on the monitoring point to cooperate the total powerstation outside the foundation ditch to calculate, can obtain the gradient of foundation ditch, judge whether horizontal displacement takes place for the foundation ditch, thereby realize the real-time detection to foundation ditch horizontal displacement, guarantee the accurate nature of detected data.
Drawings
FIG. 1 is a schematic front view of the present application;
fig. 2 is a side view schematic diagram of the installation housing of the present application.
Description of reference numerals:
1. a foundation pit; 2. supporting piles; 3. a support; 4. monitoring the prism; 5. mounting a plate; 6. installing a shell; 7. a total station; 8. a protective cover; 9. an electric telescopic rod; 10. a base plate; 11. adjusting the screw rod; 12. a slide rail; 13. a slider; 14. clamping the screw rod; 15. a splint; 16. a protective pad; 17. a storage battery; 18. a solar cell panel.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
Referring to fig. 1, a support pile for monitoring horizontal displacement of a foundation pit includes a foundation pit 1 dug on the ground and a support pile 2 fixed on an inner side wall of the foundation pit 1. The top fixed mounting of a fender pile 2 has support 3, and the top fixed mounting of support 3 has monitoring prism 4. The top that 3 tops of support are located monitoring prism 4 is fixed mounting have protective cover 8, and protective cover 8's setting has played good guard action to monitoring prism 4 to external force has been reduced the damage to monitoring prism 4 effectively.
Referring to fig. 1, an installation plate 5 is fixedly installed on the ground outside a foundation pit 1, an installation shell 6 is fixedly installed above the installation plate 5, an electric telescopic rod 9 is fixedly installed between the installation shell 6 and the installation plate 5, and the height of the installation shell 6 can be conveniently adjusted by the aid of the electric telescopic rod 9.
Referring to fig. 1 and 2, a total station 7 is fixedly mounted inside the mounting housing 6. Equal threaded connection in both sides of installation casing 6 has clamping screw 14, and clamping screw 14 is located the inside one end of installation casing 6 and rotates and be connected with splint 15, rotates through clamping screw 14 for splint 15 carries out the centre gripping to total powerstation 7 and fixes, is convenient for carry out the dismouting to total powerstation 7. One side fixed mounting that splint 15 is close to total powerstation 7 has a protection pad 16, and the setting of protection pad 16 has avoided splint 15 and total powerstation 7's direct contact, is difficult for causing the damage to total powerstation 7.
Referring to fig. 1 and 2, a bottom plate 10 is slidably mounted inside the mounting housing 6, the total station 7 is placed on the upper surface of the bottom plate 10, an adjusting screw 11 is connected to the bottom of the mounting housing 6 in a threaded manner, the top of the adjusting screw 11 is rotatably connected with the bottom plate 10, and the height of the total station 7 can be finely adjusted by rotating the adjusting screw 11. The equal fixed mounting of two inside walls of installation casing 6 has slide rail 12, the equal fixedly connected with slider 13 in both sides of bottom plate 10, slider 13 and slide rail 12 sliding connection, and the stability that bottom plate 10 removed has been guaranteed in slide rail 12 and slider 13's setting.
Referring to fig. 1 and 2, a storage battery 17 is fixedly mounted inside the top of the mounting shell 6, a solar panel 18 is fixedly mounted on the back of the mounting shell 6, the solar panel 18 is electrically connected with the storage battery 17, the solar panel 18 converts solar energy into electric energy to be stored in the storage battery 17, the electric energy is supplied to the total station 7 for use, and the electric energy is saved.
The implementation principle of the application is as follows:
through installing monitoring prism 4 on fender pile 2 at foundation ditch 1, set up the prism on the monitoring point simultaneously, and cooperate total powerstation 7 outside the foundation ditch to calculate, can obtain the gradient of foundation ditch 1, judge whether horizontal displacement takes place for foundation ditch 1, thereby realize the real-time detection to 1 horizontal displacement of foundation ditch, guarantee the accuracy of detected data, through rotating adjusting screw 11, can finely tune the height at total powerstation 7 place, simultaneously, through rotating clamping screw 14, make splint 15 carry out the centre gripping to total powerstation 7 fixed, be convenient for carry out the dismouting to total powerstation 7.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a fender pile with monitoring foundation ditch horizontal displacement, establishes foundation ditch (1) on the ground and fixes including digging fender pile (2) on foundation ditch (1) inside wall, its characterized in that: a support (3) is fixedly installed at the top of the supporting pile (2), and a monitoring prism (4) is fixedly installed at the top of the support (3);
the ground fixed mounting of foundation ditch (1) outside has mounting panel (5), the top fixed mounting of mounting panel (5) has installation casing (6), the inside fixed mounting of installation casing (6) has total powerstation (7).
2. A support pile with monitoring foundation pit horizontal displacement according to claim 1, characterized in that: support (3) top is located the top fixed mounting of monitoring prism (4) and is had protective cover (8).
3. A support pile with monitoring foundation pit horizontal displacement according to claim 1, characterized in that: an electric telescopic rod (9) is fixedly installed between the installation shell (6) and the installation plate (5).
4. A support pile with monitoring foundation pit horizontal displacement according to claim 3, characterized in that: the utility model discloses a solar energy total station, including installation casing (6), installation casing (6) inside slidable mounting has bottom plate (10), place the upper surface at bottom plate (10) total powerstation (7), the bottom threaded connection of installation casing (6) has adjusting screw (11), the top and bottom plate (10) of adjusting screw (11) are rotated and are connected.
5. A support pile with monitoring foundation pit horizontal displacement according to claim 4, characterized in that: the mounting structure is characterized in that sliding rails (12) are fixedly mounted on two inner side walls of the mounting shell (6), sliding blocks (13) are fixedly connected to two sides of the bottom plate (10), and the sliding blocks (13) are connected with the sliding rails (12) in a sliding mode.
6. A support pile with monitoring foundation pit horizontal displacement according to claim 1, characterized in that: the both sides of installation casing (6) are all threaded connection has clamping screw (14), clamping screw (14) are located the inside one end of installation casing (6) and rotate and be connected with splint (15).
7. A support pile with monitoring foundation pit horizontal displacement according to claim 6, characterized in that: one side of the clamping plate (15) close to the total station (7) is fixedly provided with a protective pad (16).
8. A support pile with monitoring foundation pit horizontal displacement according to claim 1, characterized in that: the inside fixed mounting at installation casing (6) top has battery (17), the back fixed mounting of installation casing (6) has solar cell panel (18), solar cell panel (18) and battery (17) electric connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123298297.9U CN217174807U (en) | 2021-12-24 | 2021-12-24 | Support pile with monitoring foundation pit horizontal displacement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123298297.9U CN217174807U (en) | 2021-12-24 | 2021-12-24 | Support pile with monitoring foundation pit horizontal displacement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217174807U true CN217174807U (en) | 2022-08-12 |
Family
ID=82730848
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123298297.9U Active CN217174807U (en) | 2021-12-24 | 2021-12-24 | Support pile with monitoring foundation pit horizontal displacement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217174807U (en) |
-
2021
- 2021-12-24 CN CN202123298297.9U patent/CN217174807U/en active Active
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