CN217604973U - Building engineering foundation pit settlement detection device - Google Patents
Building engineering foundation pit settlement detection device Download PDFInfo
- Publication number
- CN217604973U CN217604973U CN202221771491.6U CN202221771491U CN217604973U CN 217604973 U CN217604973 U CN 217604973U CN 202221771491 U CN202221771491 U CN 202221771491U CN 217604973 U CN217604973 U CN 217604973U
- Authority
- CN
- China
- Prior art keywords
- building engineering
- foundation pit
- groove
- measuring sleeve
- fixed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The utility model relates to a building engineering foundation ditch settlement detection device belongs to building engineering and detects technical field, include: the device comprises a mounting plate, the mounting plate is fixed on a wall body through an expansion bolt, a cross beam is welded on the mounting plate, the other end of the cross beam is vertically connected with a measuring sleeve through an L-shaped connector, a sliding block is connected in the measuring sleeve in a sliding mode, a connecting rod is fixedly connected to the center of the bottom end of the sliding block, the connecting rod penetrates through the measuring sleeve and is in rotating connection with a pin shaft below the measuring sleeve, the pin shaft is in rotating connection with a dial scale, the dial scale is fixed on a base, the base is fixed on the ground, and an isolation box body is covered above the base and the dial. The utility model calculates the relative displacement of the slide block and the measuring sleeve and the measured inclination angle, thereby obtaining more accurate foundation pit settlement data and improving the reliability of the measured data; through setting up isolated box to carry out the shutoff to dodging the groove through sealed piece, isolated external environment factor's influence, further promoted the reliability of data.
Description
Technical Field
The utility model belongs to the technical field of the building engineering detects, more specifically says, relates to a building engineering foundation ditch settlement detection device.
Background
The foundation pit is a soil pit excavated at a foundation design position according to the base elevation and the base plane size, the excavated foundation pit needs to be subjected to settlement detection during building construction, the settlement detection is carried out according to detection points arranged on the building and fixed measurement points, the settlement degree is expressed by data, the detection points are arranged according to the design requirements of more than one layer of building and structure, the settlement detection is arranged for manual work, soil foundation and the like, and the detection and the recording are carried out according to the period or the layer progress until the completion of the construction.
The utility model discloses a utility model patent that bulletin number is CN210108336U discloses a building engineering detects with subsiding detection device, it surveys the high data that the foundation ditch subsides through the displacement distance of lead pouring weight on the gag lever post, however there is certain difference in the settlement height of each position of building, consequently, can lead to the building to produce micro-slope, the moving direction of lead pouring weight has been injectd in the setting of apparent gag lever post, make it can only remove in vertical direction, can't record the deflection, make the data that obtain of measurement have certain error, and its base exposes under the external environment, during rainfall weather, the washing away of rainwater can compact the earth of base below, lead to the high production of base to change and influence measured data's reliability.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a building engineering foundation ditch subsides detection device solves the problem that exists in the background art.
In order to realize the purpose of the utility model, the utility model adopts the technical scheme that:
a building engineering foundation pit settlement detection device comprises: the mounting panel, the mounting panel is fixed on the wall body through the bolt that expands, the welding has the crossbeam on the mounting panel, the other end of crossbeam passes through L type connector and is connected with the measuring sleeve is perpendicular, sliding connection has the slider in the measuring sleeve, slider bottom center fixedly connected with links up the pole, it runs through to link up the pole measure sleeve and below round pin axle swivelling joint, the round pin axle swivelling joint is on the calibrated scale, the calibrated scale is fixed on the base, the base is fixed subaerial, the top of base and calibrated scale still covers and is equipped with isolated box.
Preferably, a through groove is formed in the side wall of the measuring sleeve, and scales are marked on two sides of the through groove.
Preferably, a convex block is arranged on the side wall of the sliding block, and the convex block extends out of the through groove and is fixedly connected with the diamond-shaped pointer.
Preferably, the side wall of the sliding block is further provided with a plurality of arc caulking grooves, and balls are embedded in the arc caulking grooves.
Preferably, the top center of isolated box has been seted up one and has been dodged the groove, dodge the groove and be used for dodging the link rod, the top inner wall symmetry of isolated box is provided with two fixed blocks, two the one end that the fixed block is close all is provided with the connecting axle, two the tip of connecting axle all is overlapped and is equipped with sealed piece, on the connecting axle, be located the cover is equipped with the pressure spring between fixed block and the sealed piece.
Preferably, the semi-circular groove is formed in the end, in contact with the sealing block, of each sealing block.
Preferably, four corners of the bottom of the isolation box body are provided with conical nails.
Preferably, a pointer is arranged on one side of the joint rod close to the dial.
The utility model provides a pair of building engineering foundation ditch settlement detection device compares with prior art and has following advantage:
the utility model provides a building engineering foundation pit subsides detection device, through set up the calibrated scale on the base, set up the round pin axle on the calibrated scale, make the extension rod rotate with the round pin axle and be connected to obtain the inclination change of building, calculate the relative displacement of slider and measuring sleeve and the inclination that measures again, thereby obtain more accurate foundation pit subsides data, promoted measured data's reliability; through set up isolated box in the top of base with the calibrated scale to carry out the shutoff to dodging the groove through sealed piece, isolated external environment factor's influence basically, thereby further promoted the reliability of data.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts.
Fig. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a sectional view of the internal structure of the isolation box of the present invention;
FIG. 3 isbase:Sub>A tangential view of FIG. 2 at A-A;
FIG. 4 is a front cross-sectional view of the measuring sleeve and the slider of the present invention;
fig. 5 is a bottom sectional view of the present invention for measuring the fit relationship between the sleeve and the slider.
In the figure: 1-mounting plate, 2-beam, 3-L-shaped connector, 4-measuring sleeve, 41-through groove, 42-scale, 5-slider, 51-bump, 52-diamond pointer, 53-arc caulking groove, 54-ball, 6-connecting rod, 61-pointer, 7-dial, 8-base, 9-isolation box, 91-avoidance groove, 92-fixed block, 93-connecting shaft, 94-sealing block, 95-pressure spring, 96-semi-circular groove, 97-conical nail and 98-visual window.
Detailed Description
The technical solution of the present invention is further explained below with reference to the accompanying drawings and embodiments:
referring to fig. 1-5, the utility model provides a building engineering foundation ditch subsides detection device, include: mounting panel 1, mounting panel 1 is fixed on the wall body through the bolt that expands, the welding has crossbeam 2 on mounting panel 1, the other end of crossbeam 2 passes through L type connector 3 and is connected perpendicularly with measuring sleeve 4, sliding connection has circular slider 5 in the measuring sleeve 4, 5 bottom center fixedly connected with of circular slider links up pole 6, link up pole 6 runs through measuring sleeve 4 and below pivot swivelling joint, the pivot swivelling joint is on calibrated scale 7, calibrated scale 7 is fixed on base 8, base 8 is fixed subaerial, base 8 and calibrated scale 7's top still covers and is equipped with isolated box 9.
As a preferred embodiment, a through groove 41 is formed on the side wall of the measuring sleeve 4, and scales 42 are marked on two sides of the through groove 41. The through groove 41 is used for avoiding the lug 51.
As a preferred embodiment, a protrusion 51 is disposed on a side wall of the circular slider 5, and the protrusion 51 extends out of the through slot 41 and is fixedly connected with the diamond-shaped pointer 52. The diamond-shaped pointer 52 is matched with the scale 42 on the measuring sleeve 4, so that data can be acquired in the later period conveniently.
As a preferred embodiment, the side wall of the circular slider 5 is further provided with a plurality of arc caulking grooves 53, and balls 54 are embedded in the arc caulking grooves 53. Reduce circular slider 5 with measure the wearing and tearing between the sleeve 4 inner wall, postpone life, be convenient for later stage cyclic utilization.
As a preferred embodiment, the top center of isolated box 9 has been seted up one and has been dodged groove 91, it is used for dodging to dodge groove 91 join pole 6, the top inner wall symmetry of isolated box 9 is provided with two fixed blocks 92, two the close one end of fixed block 92 all is provided with connecting axle 93, two the tip of connecting axle 93 all is equipped with sealed piece 94, on the connecting axle 93, be located the cover is equipped with pressure spring 95 between fixed block 92 and the sealed piece 94. When the building is partially sunk and slightly inclined in use, the connecting rod 6 extrudes the sealing block 94 at the inclined side, and the relative position of the isolation box body 9 is not interfered. Preferably, a visible window 98 is formed on the side wall of the isolation box body 9.
In a preferred embodiment, a semicircular groove 96 is formed at the end where the two sealing blocks 94 are in contact with each other. Preferably, rubber pads are arranged in the two semicircular grooves 96, when the connecting rod is used, the connecting rod 6 penetrates through the semicircular grooves 96 of the two sealing blocks 94, and the sealing blocks 94 are used for blocking the avoiding groove 91 at the top of the isolation box body 9 to reduce rainwater infiltration.
In a preferred embodiment, four corners of the bottom of the insulation box 9 are provided with conical nails 97. The isolation box body 9 is fixed on the ground through the taper nails 97, and is firm and reliable.
In a preferred embodiment, the side of the joint rod 6 close to the scale disk 7 is provided with a pointer 61. The pointer 61 is used for reading the inclination angle change of the building, and then the relative displacement between the circular slider 5 and the measuring sleeve 4 and the measured inclination angle are calculated, so that more accurate foundation pit settlement data are obtained.
The working principle is as follows:
when the device is used, the mounting plate 1 is fixed on a wall body of a building to be detected, the circular sliding block 5 and the connecting rod 6 are sleeved into the measuring sleeve 4, and then the device is vertically connected with the cross beam 2 through the L-shaped connector 3. And then, the connecting rod 6 penetrates through an avoiding groove 91 at the top of the isolation box body 9 and a semicircular groove 96 between sealing blocks 94, then is rotatably connected with a pin shaft on the dial 7, and finally, a taper nail 97 at the bottom of the isolation box body 9 is inserted into the ground to complete installation. The scales of the diamond-shaped pointer 52 corresponding to the measuring sleeve 4 and the scales of the pointer 61 corresponding to the dial 7 after the installation are recorded, then the inclination angle change of the building and the relative position change of the diamond-shaped pointer 52 and the measuring sleeve 4 are recorded through the visual window 98 according to the layer progress, and finally two sets of data are calculated, so that more accurate foundation pit settlement data are obtained.
In the present specification, the embodiments are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other. The device disclosed by the embodiment corresponds to the method disclosed by the embodiment, so that the description is simple, and the relevant points can be referred to the method part for description.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (8)
1. The utility model provides a building engineering foundation ditch settlement detection device which characterized in that includes: mounting panel (1), mounting panel (1) is fixed on the wall body through the bolt that expands, the welding has crossbeam (2) on mounting panel (1), the other end of crossbeam (2) passes through L type connector (3) and is connected perpendicularly with measuring sleeve (4), sliding connection has slider (5) in measuring sleeve (4), slider (5) bottom center fixedly connected with links pole (6), link pole (6) run through measure sleeve (4) and below round pin axle rotation connection, round pin axle rotation is connected on calibrated scale (7), calibrated scale (7) are fixed on base (8), base (8) are fixed subaerial, the top of base (8) and calibrated scale (7) still covers and is equipped with isolated box (9).
2. The building engineering foundation pit settlement detecting device of claim 1, wherein a through groove (41) is formed in the side wall of the measuring sleeve (4), and scales (42) are marked on two sides of the through groove (41).
3. The foundation pit settlement detection device for building engineering according to claim 2, wherein a protrusion (51) is formed on a side wall of the slider (5), and the protrusion (51) extends out of the through groove (41) and is fixedly connected with the diamond-shaped pointer (52).
4. The building engineering foundation pit settlement detection device of claim 1, wherein the side wall of the slide block (5) is further provided with a plurality of arc-shaped caulking grooves (53), and the arc-shaped caulking grooves (53) are internally provided with rolling balls (54).
5. The building engineering foundation pit subsidence detection device of claim 1, characterized in that, the top center of isolated box (9) is seted up one and is dodged groove (91), it is used for dodging to dodge groove (91) join pole (6), the top inner wall symmetry of isolated box (9) is provided with two fixed blocks (92), two the one end that fixed block (92) are close all is provided with connecting axle (93), two the tip of connecting axle (93) all overlaps and is equipped with sealed piece (94), on connecting axle (93), be located the cover is equipped with pressure spring (95) between fixed block (92) and sealed piece (94).
6. The building engineering foundation pit settlement detecting device of claim 5, wherein a semicircular groove (96) is formed at one end of each of the two sealing blocks (94) which are in contact with each other.
7. The building engineering foundation pit settlement detecting device of claim 1, wherein four corners of the bottom of the isolating box body (9) are provided with conical nails (97).
8. A foundation pit subsidence detection apparatus in building engineering according to claim 1, wherein a pointer (61) is provided at one side of the joint rod (6) near the dial (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221771491.6U CN217604973U (en) | 2022-07-11 | 2022-07-11 | Building engineering foundation pit settlement detection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221771491.6U CN217604973U (en) | 2022-07-11 | 2022-07-11 | Building engineering foundation pit settlement detection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217604973U true CN217604973U (en) | 2022-10-18 |
Family
ID=83592837
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221771491.6U Active CN217604973U (en) | 2022-07-11 | 2022-07-11 | Building engineering foundation pit settlement detection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217604973U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117268332A (en) * | 2023-11-21 | 2023-12-22 | 天津风霖物联网科技有限公司 | Method and system for monitoring non-uniform settlement of building |
-
2022
- 2022-07-11 CN CN202221771491.6U patent/CN217604973U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117268332A (en) * | 2023-11-21 | 2023-12-22 | 天津风霖物联网科技有限公司 | Method and system for monitoring non-uniform settlement of building |
| CN117268332B (en) * | 2023-11-21 | 2024-02-06 | 天津风霖物联网科技有限公司 | Method and system for monitoring non-uniform settlement of building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN217604973U (en) | Building engineering foundation pit settlement detection device | |
| CN105444738B (en) | Utilization activity inclinometer measures the method for stratum horizontal displacement and movable inclinometer | |
| CN107543515A (en) | Double-shaft tilt angle location deep displacement monitor and its application method | |
| CN104596405A (en) | Real-time deformation contact monitoring device and method of underground rainfall-sewage pipeline | |
| CN111794803A (en) | Method for monitoring filling effect and evaluating stability of gob-side entry retaining in filling mining | |
| CN206772282U (en) | Offshore wind power foundation absolute settlement monitoring device | |
| CN214574186U (en) | Foundation pit settlement deformation automatic monitoring device | |
| CN109211087B (en) | Foundation pit deformation measuring device and method | |
| CN208219650U (en) | A kind of tubular pole inclinometer locating guide device | |
| CN106705929B (en) | Building inclination dynamic measuring instrument and using method thereof | |
| CN215329802U (en) | Green is foundation ditch displacement measurement device for construction | |
| CN212133943U (en) | Integrated pile tip pressure monitoring device | |
| CN211113805U (en) | Settlement inclined hole measuring device | |
| CN114279394A (en) | Real-time online continuous monitoring method for tunnel deformation | |
| Finno et al. | Automated monitoring of supported excavations | |
| CN102278975A (en) | Non-contact soft soil large deformation displacement meter | |
| CN220104071U (en) | Monitoring device for settlement deformation of rock-fill dam body | |
| CN220912249U (en) | Deep displacement monitoring device | |
| CN205861037U (en) | Double-shaft tilt angle location deep displacement monitor | |
| CN218270718U (en) | Simple fixed inclinometer capable of being applied to large deformation working condition of soil body | |
| CN219710413U (en) | Building engineering foundation pile detection assembly | |
| CN219909099U (en) | Foundation pit monitoring device | |
| CN213932334U (en) | Sensing integrated device and deep well inclination measuring detection monitoring device | |
| CN113538856B (en) | Slope comprehensive monitoring early warning platform | |
| CN211527385U (en) | Fixed inclinometer |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |