CN214747846U - Building foundation pit and side slope monitoring system - Google Patents
Building foundation pit and side slope monitoring system Download PDFInfo
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- CN214747846U CN214747846U CN202023240552.XU CN202023240552U CN214747846U CN 214747846 U CN214747846 U CN 214747846U CN 202023240552 U CN202023240552 U CN 202023240552U CN 214747846 U CN214747846 U CN 214747846U
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Abstract
The utility model discloses a building foundation pit and side slope monitoring system, which belongs to the technical field of building construction monitoring, and comprises a foundation pit side slope settlement monitoring pile and a side slope displacement control track device, wherein the foundation pit side slope settlement monitoring pile and the side slope displacement control track device are connected through a connecting stay wire; the foundation ditch on still be provided with the track groove, slope displacement control track stake install the track groove on, the foundation ditch on still be equipped with stay wire control switch, control switch be connected with the alarm electric bell through the power cord. The utility model provides a monitoring system can real-time supervision deep basal pit to and the phenomenon of discovering deep basal pit emergence deformation in time, automatic when foundation ditch side slope reaches the early warning value of settlement send out the police dispatch newspaper to constructor, thereby avoid the emergence of accident effectively, ensured deep basal pit constructor's safety.
Description
Technical Field
The utility model belongs to the technical field of the construction monitoring, specifically speaking relates to a building foundation ditch and side slope monitoring system.
Background
With the rapid development of the society and the continuous acceleration of the urbanization process, the construction projects of the deep foundation pit of the high-rise building are more and more, so that the construction safety of the deep foundation pit is more and more concerned by building construction enterprises. With the continuous expansion of the building scale, accidents caused by foundation pit construction are also increased, so that effective monitoring and early warning are required to be carried out on the foundation pit.
In the current building field, the deformation and displacement monitoring of a foundation pit and a groove slope are mostly observed by arranging observation pile points in a positioning mode. By regularly observing with an observation instrument, when the deformation and the displacement of the foundation pit slope are found, whether an early warning measure is taken or not is analyzed according to the numerical value of the deformation and the displacement. The disadvantage is that the accuracy is not high. Therefore, it is necessary to design a high-accuracy monitoring system for the foundation pit and the side slope of the building.
SUMMERY OF THE UTILITY MODEL
Adopt to survey the stake point to current building foundation ditch and side slope monitoring and survey and lead to the problem that its accuracy is low, the utility model provides a building foundation ditch and side slope monitoring system, this monitoring system can real-time supervision deep basal pit to and the phenomenon of time discovery deep basal pit emergence deformation, automatic when the foundation ditch side slope reaches the early warning value of settlement send the police dispatch newspaper to constructor, thereby avoid the emergence of accident effectively, ensured deep basal pit constructor's safety.
In order to solve the above problems, the utility model adopts the following technical proposal.
A building foundation pit and side slope monitoring system comprises a foundation pit side slope settlement monitoring pile and a side slope displacement control track pile, wherein the foundation pit side slope settlement monitoring pile and the side slope displacement control track pile are connected through a connecting stay wire; the foundation pit on still be provided with the track groove, slope displacement control track stake install the track groove on, the foundation pit on still be equipped with control switch, control switch be connected with the alarm electric bell through the power cord.
Preferably, a control pull wire is connected between the side slope displacement control track pile and the control switch, and the control pull wire is used for turning on or off the control switch.
Preferably, the control switch controls the on or off state of the alarm bell.
Preferably, the slope displacement control track pile is connected with the track groove in a sliding assembly mode.
Preferably, the slope displacement control track pile slides on the track groove along the length direction of the track groove.
Preferably, a side slope displacement scale is further arranged at the side edge of the track groove, and scale marks on the side slope displacement scale display the moving distance of the side slope displacement control track pile.
Advantageous effects
Compared with the prior art, the beneficial effects of the utility model are that:
the monitoring system in the utility model can monitor the deep foundation pit in real time, and can automatically send an alarm to constructors when the foundation pit side slope reaches a set early warning value when the phenomenon that the deep foundation pit is deformed is discovered in time, thereby effectively avoiding the occurrence of accidents and ensuring the safety of the constructors of the deep foundation pit; long-time measurement of monitoring personnel is reduced, and labor loss is saved; the monitoring station is simple to manufacture and is made of common materials; the monitoring system is not influenced by meteorological changes, can realize all-weather monitoring, and can not be influenced by sight line shelters; meanwhile, the monitoring system can ensure equal-precision monitoring, the professional limitation is not high, the use range is wide, and the practicability is good.
Drawings
Fig. 1 is a schematic view of the structural connection of the monitoring system of the present invention;
fig. 2 is an enlarged view of a structure a in fig. 1.
The corresponding relationship between the reference numbers of the figures and the names of the components in the figures is as follows:
1. monitoring piles for foundation pit slope settlement; 2. connecting a pull wire; 3. controlling a track pile by slope displacement; 4. a side slope displacement scale; 5. a control switch; 6. a track groove; 7. controlling a pull line; 8. a power line; 9. an alarm bell.
Detailed Description
The invention will be further described below in connection with specific embodiments.
Example 1
As shown in fig. 1 and fig. 2, which are schematic structural views of a building foundation pit and side slope monitoring system according to a preferred embodiment of the present invention, the monitoring system of this embodiment includes a foundation pit side slope settlement monitoring pile 1 and a side slope displacement control track pile 3, and the foundation pit side slope settlement monitoring pile 1 and the side slope displacement control track pile 3 are connected by the connecting guy wire 2;
in this embodiment, a track groove 6 is further provided in the foundation pit, the side slope displacement control track pile 3 is mounted on the track groove 6 and can slide on the track groove 6, and in this embodiment, the side slope displacement control track pile 3 slides on the track groove 6 along the length direction of the track groove 6;
in this embodiment, the foundation pit is further equipped with a control switch 5, a control pull wire 7 is connected between the side slope displacement control track pile 3 and the control switch 5, the control pull wire 7 is mainly used for turning on or off the control switch 5, the control switch 5 is connected with an alarm electric bell 9 through a power line 8, and the power explosion electric bell 9 is controlled to work through the turning on or off of the control switch 5.
In this embodiment, a groove is formed in the foundation pit, the length, width and height of the groove are respectively 1.2 m, 0.5 m and 0.4 m, and the monitoring system is assembled in the groove.
In this embodiment, when deformation or displacement take place for the foundation ditch, thereby foundation ditch side slope subsides monitoring pile 1 and removes pulling side slope displacement control track stake 3 and remove, side slope displacement control track stake 3 is in track groove 6 on slide and pull 7 pulling control switch 5 through the control, thereby control switch 5 opens and controls the work of alarm electric bell 9 and take place the alarm effect to be convenient for to foundation ditch and side slope real time monitoring, reduced the risk.
In this embodiment, track groove 6's side department still be provided with slope displacement scale 4, the displacement distance of slope displacement control track stake 3 can be reflected to the scale mark on slope displacement scale 4, can obtain the degree of the emergence deformation or the displacement of foundation ditch and side slope through the calculation.
The above description is for further details of the present invention, and it is not assumed that the embodiments of the present invention are limited to these descriptions, and it is obvious to those skilled in the art that the present invention can be implemented by a plurality of simple deductions or replacements without departing from the concept of the present invention, and all should be considered as belonging to the protection scope defined by the claims submitted by the present invention.
Claims (6)
1. A building foundation pit and side slope monitoring system comprises foundation pit side slope settlement monitoring piles (1) and side slope displacement control track piles (3), wherein the foundation pit side slope settlement monitoring piles (1) and the side slope displacement control track piles (3) are connected through connecting pull wires (2); the method is characterized in that: the foundation ditch on still be provided with track groove (6), slope displacement control track stake (3) install track groove (6) on, the foundation ditch on still be equipped with control switch (5), control switch (5) be connected with alarm electric bell (9) through power cord (8).
2. The building foundation and slope monitoring system of claim 1, wherein: and a control pull wire (7) is connected between the side slope displacement control track pile (3) and the control switch (5), and the control pull wire (7) is used for turning on or off the control switch (5).
3. The building foundation and slope monitoring system of claim 1, wherein: the control switch (5) controls the on or off state of the alarm bell (9).
4. The building foundation and slope monitoring system of claim 1, wherein: the slope displacement control track pile (3) is connected with the track groove (6) in a sliding assembly mode.
5. The building foundation and slope monitoring system of claim 4, wherein: the slope displacement control track pile (3) slides on the track groove (6) along the length direction of the track groove (6).
6. The building foundation and slope monitoring system of any one of claims 1-5, wherein: and a side edge of the track groove (6) is also provided with a side slope displacement scale (4), and scale marks on the side slope displacement scale (4) display the moving distance of the side slope displacement control track pile (3).
Priority Applications (1)
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CN202023240552.XU CN214747846U (en) | 2020-12-29 | 2020-12-29 | Building foundation pit and side slope monitoring system |
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CN202023240552.XU CN214747846U (en) | 2020-12-29 | 2020-12-29 | Building foundation pit and side slope monitoring system |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114812362A (en) * | 2022-06-29 | 2022-07-29 | 湖南城市学院设计研究院有限公司 | Slope deformation monitoring device with protection function |
CN117095511A (en) * | 2023-07-14 | 2023-11-21 | 长江生态环保集团有限公司 | Simple side slope and trench pre-collapse safety early warning device and method |
-
2020
- 2020-12-29 CN CN202023240552.XU patent/CN214747846U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114812362A (en) * | 2022-06-29 | 2022-07-29 | 湖南城市学院设计研究院有限公司 | Slope deformation monitoring device with protection function |
CN117095511A (en) * | 2023-07-14 | 2023-11-21 | 长江生态环保集团有限公司 | Simple side slope and trench pre-collapse safety early warning device and method |
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