CN210507390U - Foundation pit settlement monitor - Google Patents
Foundation pit settlement monitor Download PDFInfo
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- CN210507390U CN210507390U CN201921023477.6U CN201921023477U CN210507390U CN 210507390 U CN210507390 U CN 210507390U CN 201921023477 U CN201921023477 U CN 201921023477U CN 210507390 U CN210507390 U CN 210507390U
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- Prior art keywords
- seesaw
- settlement
- foundation pit
- steel wire
- fixedly connected
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 47
- 239000010959 steel Substances 0.000 claims abstract description 47
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 30
- 230000000149 penetrating effect Effects 0.000 claims abstract description 4
- 230000000694 effects Effects 0.000 abstract description 25
- 238000012544 monitoring process Methods 0.000 abstract description 10
- 230000033001 locomotion Effects 0.000 description 14
- 238000000034 method Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010030 laminating Methods 0.000 description 2
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Abstract
The utility model discloses a foundation pit settlement monitor, which comprises a body and a support frame, wherein the body is provided with two groups of water tanks, the support frame is close to a fixed pipe fixedly connected with the position of the water tank, a steel wire is arranged in the fixed pipe in a penetrating way, the bottom end of the steel wire is fixedly connected with an anchor block placed in a foundation pit, and the top end of the steel wire is provided with a display part for displaying the settlement degree of the foundation pit; the display part comprises a sliding block fixedly connected with the top end of the steel wire and a settlement block convenient for detecting the settlement degree of the foundation pit; the slider joint have with the water tank rotates the seesaw of being connected, the other end of seesaw with the settlement piece is articulated, the seesaw with be provided with between the water tank and be used for enlargiing the adjusting part of anchor block settlement variation. Through above-mentioned technical scheme, through the rotation effect of seesaw, realize the enlarged effect to foundation ditch settlement degree variation, improve the monitoring precision to foundation ditch settlement effect.
Description
Technical Field
The utility model belongs to the technical field of the technique of foundation ditch surveying equipment and specifically relates to a monitor is subsided to foundation ditch is related to.
Background
Along with the development of the industrial and civil building industry, various complex and large-scale engineering buildings are increased day by day, the construction of the engineering buildings changes the original state of the ground, and applies a certain pressure to the foundation of the building, which inevitably causes the deformation of the foundation and the surrounding stratum, so that the necessity and the importance of the settlement observation of the building are more obvious in order to ensure the normal service life of the building and the safety of the building and provide reliable data and corresponding settlement parameters for the future exploration design construction.
To above-mentioned problem, chinese patent that patent publication number is CN206496756U has proposed foundation ditch settlement monitor, including the support frame, the monitoring basic station is installed to the top of support frame, the internally mounted of monitoring basic station has the water tank, fixed pipe is installed to one side of water tank, the inside of fixed pipe is provided with the settlement steel wire, first anchor block is installed to the bottom of settlement steel wire, and the top of settling steel wire is provided with the second anchor block.
The above prior art solutions have the following drawbacks: when the foundation takes place to subside, first anchor block follows the motion of second anchor block in the water tank, because the distance of subsiding is limited, and the offset that the second anchor block drove through subsiding the steel wire is not showing, causes the influence to foundation settlement monitoring data easily.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a foundation ditch settlement monitor, it has the improvement to the foundation ditch settlement monitoring precision.
The utility model discloses a can realize through following technical scheme:
a foundation pit settlement monitor comprises a body and a support frame, wherein the body is provided with two groups of water tanks, the support frame is fixedly connected with a fixing pipe close to the positions of the water tanks, a steel wire penetrates through the fixing pipe, the bottom end of the steel wire is fixedly connected with an anchor block placed in a foundation pit, and the top end of the steel wire is provided with a display part for displaying the settlement degree of the foundation pit; the display part comprises a sliding block fixedly connected with the top end of the steel wire and a settlement block convenient for detecting the settlement degree of the foundation pit; the slider joint have with the water tank rotates the seesaw of being connected, the other end of seesaw with the settlement piece is articulated, the seesaw with be provided with between the water tank and be used for enlargiing the adjusting part of anchor block settlement variation.
Through adopting above-mentioned technical scheme, when the foundation ditch takes place to subside, anchor block drives the steel wire and moves down in fixed intraductal, anchor block passes through the steel wire orientation and drives slider downstream, slider and seesaw joint, a down wobbling effort is exerted to the seesaw to the slider, the slider takes place relative motion along the horizontal direction in the seesaw, the seesaw swing down, under adjusting part's effect, the seesaw drives the subsides piece and swings upward towards, the subsides piece moves upward towards in the water tank, the realization is to the enlarged bandwagon effect of foundation ditch settlement degree.
Further setting the following steps: the adjusting component comprises a rotating shaft connected with the water tank in a rotating mode, the rotating shaft is fixedly connected with the seesaw rod, and the rotating shaft is located on the seesaw rod and close to the position of the sliding block.
Through adopting above-mentioned technical scheme, when the seesaw rod is close to the one end downward movement of slider, the seesaw rod takes place to swing around the pivot, and the pivot is more close to the position in slider, when anchor block takes place slight change along with the foundation ditch, under the effect of seesaw rod, the position change of subside piece is showing, realizes enlargiing the bandwagon effect to the foundation ditch settlement degree.
Further setting the following steps: the seesaw rod is close to the one end fixedly connected with joint piece of slider, be provided with in the joint piece and be used for the gliding joint groove of slider, joint groove length direction with seesaw length direction is unanimous, slider length dimension is greater than the width size of joint groove opening part.
Through adopting above-mentioned technical scheme, when the slider was drawn by the steel wire and when moving down towards, the slider exerted effort of orientation down to the seesaw, and the slider moves towards the direction of keeping away from the pivot in the joint inslot, and the seesaw swings downwards.
Further setting the following steps: the rotating shaft is fixedly connected with a fixed rod detachably connected with the seesaw, a plurality of groups of through holes are formed in the seesaw and used for the fixed rod to penetrate out, and a fixing assembly convenient to detach is arranged between the fixed rod and the seesaw.
Through adopting above-mentioned technical scheme, adjust the position that the pivot is located the seesaw, the drive dead lever is pegged graft in the through-hole, under the effect of fixed subassembly, realizes the fixed connection effect between dead lever and the seesaw, and the position of adjusting the slider in the joint inslot ensures that the steel wire is in vertical setting, accomplishes the effect that the seesaw is applicable to different foundation ditches.
Further setting the following steps: the fixing assembly comprises a nut and a gasket, the nut is in threaded connection with the fixing rod, the gasket is sleeved on the fixing rod, and one end, after penetrating out of the through hole, of the nut is in threaded connection with the fixing rod.
Through adopting above-mentioned technical scheme, locate the spliced pole with the gasket cover on, drive nut and spliced pole threaded connection realize the fixed effect between pivot and the seesaw.
Further setting the following steps: the steel wire is fixedly connected with a sleeve, and the outer wall of the sleeve is connected with the inner wall of the fixed pipe in a sliding mode.
Through adopting above-mentioned technical scheme, the steel wire drives the sleeve and moves in fixed intraductal, and the stability of steel wire motion is ensured in the laminating of sleeve outer wall and fixed intraductal wall.
Further setting the following steps: the fixed pipe inner wall fixedly connected with two sets of lugs, the sleeve outer wall is seted up and is used for lug sliding connection's adjustment tank, the adjustment tank both ends are the opening setting.
Through adopting above-mentioned technical scheme, when the sleeve followed the steel wire motion, relative motion took place for adjustment tank and lug, and under the effect of lug and adjustment tank, the steel wire is in vertical state at the motion in-process.
Further setting the following steps: the length dimension of the lug is larger than the width dimension of the opening of the adjusting groove.
Through adopting above-mentioned technical scheme, the horizontal motion of lug is restricted by the adjustment tank, and the lug moves along adjustment tank length direction.
To sum up, the utility model discloses a beneficial technological effect does:
(1) the slider exerts the effort of orientation downward swing to the joint piece, and the pivot direction motion is kept away from to the slider orientation in the joint inslot, and the seesaw pole orientation swings down, and the settlement piece swings upward in the water tank, realizes the monitoring effect to the foundation ditch settlement.
(2) Adjust the position that the pivot is located the seesaw, peg graft the dead lever in the through-hole, overlap the gasket and be equipped with on the inserted bar, drive nut and inserted bar threaded connection, drive slider slides in the joint inslot, ensures that the steel wire is in vertical state.
(3) When the foundation pit subsides, anchor block moves downwards, and the steel wire drives the sleeve and moves downwards in the fixed tube, and the lug slides in the adjustment tank, ensures that the steel wire is along vertical direction motion stability.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a top view of the present invention;
FIG. 3 is a cross-sectional view A-A of FIG. 2;
FIG. 4 is an enlarged view at B in FIG. 1;
fig. 5 is an exploded view of the middle fixing tube and the sleeve according to the present invention.
Reference numerals: 1. a support frame; 2. a water tank; 3. a fixed tube; 4. a steel wire; 5. an anchor block; 6. a display unit; 7. a slider; 8. settling blocks; 9. a seesaw rod; 10. an adjustment assembly; 11. a rotating shaft; 12. a clamping block; 13. a clamping groove; 14. fixing the rod; 15. a through hole; 16. a nut; 17. a gasket; 18. a sleeve; 19. a bump; 20. and (4) adjusting the groove.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, for the utility model discloses a foundation pit settlement monitor, including body and support frame 1, support frame 1 is located the foundation pit top, body fixedly connected with water tank 2, support frame 1 is close to in the fixed pipe 3 of 2 position fixedly connected with of water tank wears to be equipped with steel wire 4 in the fixed pipe 3, and the anchor block 5 of placing in the foundation pit of 4 bottom fixedly connected with of steel wire, and 4 tops of steel wire are provided with the display part 6 that is used for the demonstration foundation pit degree of subsiding.
Referring to fig. 1 and 3, through installing buoyancy sensor in water tank 2 among the prior art, conduction through steel wire 4, display portion 6 changes at water tank 2 internal position, buoyancy sensor accomplishes the monitoring effect to foundation ditch settlement degree, for the ease of realizing the bandwagon effect of display portion 6 to foundation ditch settlement degree, display portion 6 includes slider 7 with 4 top fixed connection of steel wire and the sinker 8 of being convenient for detect foundation ditch settlement degree, sinker 8 is located water tank 2, slider 7 is located outside water tank 2, for the realization to the bandwagon effect of amplifying the tiny change of foundation ditch, water tank 2 rotates and is connected with seesaw 9, the one end and the sinker 8 of seesaw 9 are articulated, be provided with adjusting part 10 between seesaw 9 and water tank 2, adjusting part 10 is used for enlargiing anchor block 5 and subsides the variable quantity.
Referring to fig. 3 and 4, the adjusting assembly 10 includes a rotating shaft 11 rotatably connected to the water tank 2, the rotating shaft 11 is fixedly connected to the seesaw 9, the position where the rotating shaft 11 is connected to the seesaw 9 is located on the seesaw 9 near the slider 7, the seesaw 9 swings around the rotating shaft 11, in order to accomplish anchor block 5 and pull the effect that seesaw 9 takes place the wobbling, the other end and the slider 7 joint of seesaw 9, seesaw 9 is close to the one end fixedly connected with joint piece 12 that is close to slider 7, be provided with in the joint piece 12 and be used for the gliding joint groove 13 of slider 7, joint groove 13 orientation direction down is the opening setting, joint groove 13 length direction is unanimous with seesaw 9 length direction, 7 length dimension of slider is greater than the width dimension of 13 openings of joint groove, 7 movements towards keeping away from joint piece 12 of slider are restricted, slider 7 is restricted along 13 length direction's of joint groove motion.
Referring to fig. 3 and 4, when the foundation pit subsides, anchor block 5 moves downwards, and under the effect of steel wire 4, slider 7 exerts an effort of facing downwards swing to seesaw 9, and slider 7 moves in the rotation direction is kept away from to the joint groove 13 orientation, and under the effect of pivot 11, seesaw 9 takes place the swing, and seesaw 9 drives subside 8 and upwards swings, accomplishes the monitoring effect to the foundation pit subsides.
Referring to fig. 3 and 5, anchor block 5 drives steel wire 4 downstream in-process, the swing takes place easily for steel wire 4, in order to prevent that steel wire 4 swing from causing the influence to the foundation ditch settlement monitoring result, fixedly connected with sleeve 18 on steel wire 4, the laminating of sleeve 18 outer wall and fixed 3 inner walls of pipe just sets up to sliding connection, fixed 3 inner walls of pipe fixedly connected with two sets of lugs 19, adjustment tank 20 that is used for 19 sliding connection of lug 19 is offered to sleeve 18 outer wall, two sets of lugs 19 and two sets of adjustment tank 20 set up for the symmetry for the vertical central axis of sleeve 18 respectively, adjustment tank 20 and 19 length direction of lug all set up along sleeve 18's axial direction, adjustment tank 20 both ends set up for the opening.
Referring to fig. 3 and 5, when the anchor block 5 drives the steel wire 4 to move, the protrusion 19 moves relatively in the adjustment groove 20, the length of the protrusion 19 is greater than the width of the opening of the adjustment groove 20, the horizontal direction of the protrusion 19 is limited, the protrusion 19 moves in the adjustment groove 20 along the vertical direction, the movement direction of the steel wire 4 is limited, and the protrusion 19 is always located in the adjustment groove 20 during the movement of the steel wire 4.
Referring to fig. 3 and 4, when different foundation pit settlement degrees are monitored, the settlement degrees of the foundation pits are changed according to different conditions such as geology, in order to ensure the effect of amplifying the settlement degrees of the seesaw rod 9, a fixed rod 14 is fixedly connected to the end part of the rotating shaft 11, the fixed rod 14 and the seesaw rod 9 are detachably connected, a plurality of groups of through holes 15 for the fixed rod 14 to penetrate out are formed in the seesaw rod 9, the through holes 15 are arranged in a penetrating manner, the diameter of each through hole 15 is equal to the diameter of the end face circle of the fixed rod 14, and a fixing assembly convenient to detach is arranged between the fixed rod; the fixing component comprises a nut 16 which is in threaded connection with the fixing rod 14 and is expected to be sleeved on a gasket 17 on the fixing rod 14, the nut 16 and one end of the fixing rod 14 which penetrates out of the through hole 15 are in threaded connection, and the gasket 17 is positioned between the seesaw rod 9 and the nut 16; adjust the relative position between seesaw 9 and the pivot 11, wear out through-hole 15 with dead lever 14 after, wear to establish on dead lever 14 gasket 17, drive nut 16 and 14 threaded connection of dead lever and with the butt of seesaw 9, adjust the slider 7 and slide in joint groove 13, ensure that steel wire 4 is in vertical state, accomplish the regulation effect that the pivot 11 is located the relative position of seesaw 9.
The implementation principle and the beneficial effects of the embodiment are as follows: the position of the rotating shaft 11 on the seesaw rod 9 is adjusted, the fixing rod 14 is inserted into the through hole 15, the gasket 17 is sleeved on the inserting rod, the driving nut 16 is in threaded connection with the inserting rod, the fixing effect between the rotating shaft 11 and the seesaw rod 9 is achieved, at the moment, the driving sliding block 7 slides in the clamping groove 13, and the steel wire 4 is ensured to be in a vertical state; when the foundation pit subsides, the anchor block 5 moves downwards, the steel wire 4 drives the sleeve 18 to move downwards in the fixed pipe 3, and the lug 19 slides in the adjusting groove 20, so that the steel wire 4 is ensured to move stably along the vertical direction; slider 7 applys the effort of orientation downward swing to joint block 12, and slider 7 moves towards keeping away from 11 directions of pivot in joint groove 13, and the seesaw 9 orientation swings down, and subsides piece 8 swings upwards in water tank 2, realizes the monitoring effect to foundation ditch settlement.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a foundation ditch settlement monitor, includes body and support frame (1), the body is provided with water tank (2), its characterized in that: a fixed pipe (3) is fixedly connected to the position, close to the water tank (2), of the support frame (1), a steel wire (4) penetrates through the fixed pipe (3), an anchor block (5) placed in a foundation pit is fixedly connected to the bottom end of the steel wire (4), and a display part (6) used for displaying the settlement degree of the foundation pit is arranged at the top end of the steel wire (4);
the display part (6) comprises a sliding block (7) fixedly connected with the top end of the steel wire (4) and a settlement block (8) convenient for detecting the settlement degree of the foundation pit;
slider (7) joint have with water tank (2) rotate seesaw (9) of being connected, the other end of seesaw (9) with subside piece (8) are articulated, seesaw (9) with be provided with between water tank (2) and be used for enlargiing anchor block (5) subside adjusting part (10) of variable quantity.
2. The foundation pit settlement monitor of claim 1, wherein: adjusting part (10) include with water tank (2) rotate pivot (11) of connecting, pivot (11) with seesaw (9) fixed connection, pivot (11) are located be close to on seesaw (9) the position of slider (7).
3. The foundation pit settlement monitor of claim 2, wherein: seesaw pole (9) are close to in the one end fixedly connected with joint piece (12) of slider (7), be provided with in joint piece (12) and be used for gliding joint groove (13) of slider (7), joint groove (13) length direction with seesaw pole (9) length direction is unanimous, slider (7) length dimension is greater than the width size of joint groove (13) opening part.
4. The foundation pit settlement monitor of claim 2, wherein: the fixing rod (14) is fixedly connected with the rotating shaft (11) and detachably connected with the seesaw rod (9), a plurality of groups of through holes (15) are formed in the seesaw rod (9) and used for the fixing rod (14) to penetrate out, and a fixing assembly convenient to detach is arranged between the fixing rod (14) and the seesaw rod (9).
5. The foundation pit settlement monitor of claim 4, wherein: the fixing assembly comprises a nut (16) and a gasket (17), the nut (16) is in threaded connection with the fixing rod (14), the gasket (17) is sleeved on the fixing rod (14), and one end, penetrating out of the through hole (15), of the nut (16) and the fixing rod (14) is in threaded connection.
6. The foundation pit settlement monitor of claim 5, wherein: fixedly connected with sleeve (18) on steel wire (4), sleeve (18) outer wall with fixed pipe (3) inner wall sliding connection.
7. The foundation pit settlement monitor of claim 6, wherein: fixed pipe (3) inner wall fixedly connected with two sets of lugs (19), sleeve (18) outer wall is seted up and is used for lug (19) sliding connection's adjustment tank (20), adjustment tank (20) both ends are the opening setting.
8. The foundation pit settlement monitor of claim 7, wherein: the length dimension of the projection (19) is larger than the opening width dimension of the adjusting groove (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921023477.6U CN210507390U (en) | 2019-07-02 | 2019-07-02 | Foundation pit settlement monitor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921023477.6U CN210507390U (en) | 2019-07-02 | 2019-07-02 | Foundation pit settlement monitor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210507390U true CN210507390U (en) | 2020-05-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921023477.6U Expired - Fee Related CN210507390U (en) | 2019-07-02 | 2019-07-02 | Foundation pit settlement monitor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210507390U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112923881A (en) * | 2021-01-08 | 2021-06-08 | 常州天姆智能科技有限公司 | Zero-angle rotating telescopic arm for intelligent foundation pit detection |
-
2019
- 2019-07-02 CN CN201921023477.6U patent/CN210507390U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112923881A (en) * | 2021-01-08 | 2021-06-08 | 常州天姆智能科技有限公司 | Zero-angle rotating telescopic arm for intelligent foundation pit detection |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200512 |
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| CF01 | Termination of patent right due to non-payment of annual fee |