CN220084002U - Foundation pit settlement monitoring equipment - Google Patents
Foundation pit settlement monitoring equipment Download PDFInfo
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- CN220084002U CN220084002U CN202321526513.7U CN202321526513U CN220084002U CN 220084002 U CN220084002 U CN 220084002U CN 202321526513 U CN202321526513 U CN 202321526513U CN 220084002 U CN220084002 U CN 220084002U
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- wire rope
- settlement
- steel wire
- settlement monitoring
- fixed pulley
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- 238000012544 monitoring process Methods 0.000 title claims abstract description 48
- 230000005484 gravity Effects 0.000 claims abstract description 45
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 39
- 239000010959 steel Substances 0.000 claims abstract description 39
- 238000005096 rolling process Methods 0.000 claims abstract description 5
- 238000005259 measurement Methods 0.000 claims abstract description 4
- 238000012806 monitoring device Methods 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 230000000694 effects Effects 0.000 abstract description 2
- 230000006978 adaptation Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
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- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The utility model relates to the field of foundation pit settlement monitoring, and discloses foundation pit settlement monitoring equipment which comprises a base, a vertical plate, a transverse plate and a settlement monitoring mechanism, wherein the base is fixedly arranged on the ground beside a foundation pit, the vertical plate is fixedly arranged at the top of the base, the transverse plate is fixedly arranged on the left side wall of the vertical plate, the settlement monitoring mechanism is arranged on the transverse plate and is used for monitoring and measuring the settlement in the foundation pit, and the settlement monitoring mechanism comprises a first fixed pulley, a second fixed pulley, a sliding seat, a winch, a first steel wire rope, a first gravity block, a second steel wire rope, a second gravity block, a fixed plate and a vertical measuring rod. The utility model has the following advantages and effects: can be automatic put into the subaerial at the bottom of the hole of foundation ditch with first wire rope and first gravity piece, conveniently subside the monitoring to the foundation ditch, after the settlement volume measurement monitoring to the foundation ditch is accomplished, can be automatic come up first wire rope and first gravity piece from the rolling in the foundation ditch, the simple operation, the practicality is good.
Description
Technical Field
The utility model relates to the technical field of foundation pit settlement monitoring, in particular to foundation pit settlement monitoring equipment.
Background
The foundation pit is a soil pit excavated at a foundation design position according to the elevation of the substrate and the plane size of the foundation. Before construction, the foundation pit settlement amount needs to be monitored to judge whether the foundation pit settlement amount is within a specified range or not so as to avoid foundation subsidence, collapse and the like when building is constructed. Through retrieving, the chinese patent literature with the authorized bulletin number of CN213867972U discloses a foundation pit settlement monitoring device, including first base and second base, install water tank and subside the display panel on the first base, be equipped with first scale mark on the subside the display panel, be connected with the bracing piece that the tip is located the foundation pit top on the second base, the free end of bracing piece articulates there is the perk, perk one end is connected with the wire rope that is located the foundation pit, and the other end is connected with the lifting rope, the wire rope lower extreme is connected with the anchor block of shelving in the foundation pit bottom, the lifting rope lower extreme is connected with the subsider block that is located the water tank, the position of subsider block corresponds with the position of scale mark on the subsider display panel, first base and second base are the interval arrangement, and along the distance along the horizontal direction between subsider block and the subsider hinge point is greater than the distance along the horizontal direction between anchor block and the subsider hinge point. The utility model can improve the monitoring precision of foundation pit settlement.
The conventional foundation pit settlement monitoring device can meet the basic requirement of improving the monitoring precision of foundation pit settlement when in use, but the following defects still exist in actual operation: when setting up foundation ditch subsidence monitoring devices at the foundation ditch side and subside the monitoring, because the foundation ditch is darker, required wire rope is also longer, does not have the function of carrying out automatic reel-up to wire rope, and then can not put into the foundation ditch with wire rope and anchor block automatically, after the monitoring, also can not be automatic to get up wire rope and anchor block from the foundation ditch in the reel-up, the operation is inconvenient and laborious, the practicality is relatively poor.
Therefore, the foundation pit settlement monitoring equipment which is convenient to operate and good in practicability and can automatically reel and unreel the steel wire rope is needed to be designed.
Disclosure of Invention
The utility model aims to provide foundation pit settlement monitoring equipment which has the effects that a first steel wire rope and a first gravity block can be automatically placed on the pit bottom ground of a foundation pit, so that the foundation pit is conveniently subjected to settlement monitoring, and after the settlement amount of the foundation pit is measured and monitored, the first steel wire rope and the first gravity block can be automatically wound up from the inside of the foundation pit, and the foundation pit settlement monitoring equipment is convenient to operate and good in practicability.
The technical aim of the utility model is realized by the following technical scheme: the utility model provides a foundation ditch subsides monitoring facilities, includes base, riser, diaphragm and settlement volume monitoring mechanism, base fixed mounting is subaerial beside the foundation ditch, and riser fixed mounting is at the top of base, and diaphragm fixed mounting is on the left side wall of riser, and settlement volume monitoring mechanism sets up on the diaphragm, and settlement volume monitoring mechanism is used for monitoring measurement to the settlement volume of foundation ditch inside.
The utility model is further provided with: the settlement monitoring mechanism comprises a first fixed pulley, a second fixed pulley, a sliding seat, a winch, a first steel wire rope, a first gravity block, a second steel wire rope, a second gravity block, a fixed plate and a vertical measuring rod, wherein the first fixed pulley and the second fixed pulley are fixedly arranged at the bottom of a transverse plate, the first fixed pulley is positioned at the left side of the second fixed pulley, a sliding groove is formed in the bottom of the transverse plate, the top of the sliding seat is slidably arranged in the sliding groove, the winch is fixedly arranged on the right side wall of the sliding seat, the first steel wire rope is wound on the winch, one end of the first steel wire rope, which is far away from the winch, is wound on the second fixed pulley, one end of the second steel wire rope, which is far away from the sliding seat, is fixedly connected with the left side wall of the sliding seat, one end of the second steel wire rope, which is far away from the sliding seat, is wound on the first fixed pulley, the second gravity block is fixedly arranged on the left side wall of the second gravity block, the vertical measuring rod is fixedly arranged at the top of the fixed plate, and a scale mark is arranged on the vertical measuring rod.
The utility model is further provided with: the right side wall of the vertical plate is fixedly provided with a positioning plate, the top of the positioning plate is provided with a guide hole, and the top end of the vertical measuring rod penetrates through the guide hole in a sliding mode.
The utility model is further provided with: the sliding chute is internally and fixedly provided with a transverse guide rod, and the sliding seat is sleeved on the transverse guide rod in a sliding way.
The utility model is further provided with: the top traction sleeve of the sliding seat is provided with a ball, and the ball is in rolling contact with the top inner wall of the sliding groove.
The utility model is further provided with: the top of the transverse plate is fixedly provided with a triangular reinforcing seat, and the left side wall of the triangular reinforcing seat is fixedly connected with the vertical plate.
The beneficial effects of the utility model are as follows:
the utility model utilizes the settlement monitoring mechanism which consists of the first fixed pulley, the second fixed pulley, the sliding seat, the winch, the first steel wire rope, the first gravity block, the second steel wire rope, the second gravity block, the fixed plate and the vertical measuring rod, when the settlement monitoring mechanism is used for monitoring the settlement of the foundation pit, the first steel wire rope and the first gravity block can be automatically placed on the pit bottom surface of the foundation pit, the settlement monitoring of the foundation pit is convenient, and after the settlement measuring and monitoring of the foundation pit are completed, the first steel wire rope and the first gravity block can be automatically wound up from the foundation pit, so that the settlement monitoring mechanism is convenient to operate, saves time and labor and has good practicability.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings required for the description of the embodiments will be briefly described below, and it is apparent that the drawings in the following description are only some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic perspective view of the present embodiment.
Fig. 2 is a schematic diagram of a front sectional structure of the present embodiment.
Fig. 3 is an enlarged schematic view of the portion a in fig. 2.
In the figure, 1, a base; 2. a riser; 3. a cross plate; 4. a first fixed pulley; 5. a second fixed pulley; 6. a chute; 7. a slide; 8. a hoist; 9. a first wire rope; 10. a first weight; 11. a second wire rope; 12. a second weight block; 13. a fixing plate; 14. a vertical measuring rod; 15. scale marks; 16. a positioning plate; 17. a transverse guide rod; 18. triangular reinforcing seats.
Detailed Description
The technical scheme of the present utility model will be clearly and completely described in connection with specific embodiments. It will be apparent that the described embodiments are only some, but not all, embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to fall within the scope of the utility model.
Referring to fig. 1, 2 and 3, the utility model provides a foundation pit settlement monitoring device, which comprises a base 1, a vertical plate 2, a transverse plate 3 and a settlement monitoring mechanism, wherein the base 1 is fixedly arranged on the ground beside a foundation pit, the vertical plate 2 is fixedly arranged at the top of the base 1, the transverse plate 3 is fixedly arranged on the left side wall of the vertical plate 2, the settlement monitoring mechanism is arranged on the transverse plate 3 and is used for monitoring and measuring the settlement in the foundation pit, the settlement monitoring mechanism comprises a first fixed pulley 4, a second fixed pulley 5, a sliding seat 7, a winch 8, a first steel wire rope 9, a first gravity block 10, a second steel wire rope 11, a second gravity block 12, a fixed plate 13 and a vertical measuring rod 14, the first fixed pulley 4 and the second fixed pulley 5 are fixedly arranged at the bottom of the transverse plate 3, the first fixed pulley 4 is positioned at the left side of the second fixed pulley 5, a sliding groove 6 is arranged at the bottom of the transverse plate 3, the top of the sliding seat 7 is slidingly arranged in the sliding groove 6, the winch 8 is fixedly arranged on the right side wall of the sliding seat 7, the first steel wire rope 9 is wound on the winch 8, one end of the first steel wire rope 9, which is far away from the winch 8, is wound on the second fixed pulley 5, the first gravity block 10 is fixedly arranged at one end of the first steel wire rope 9, which is far away from the winch 8, one end of the second steel wire rope 11 is fixedly connected with the left side wall of the sliding seat 7, one end of the second steel wire rope 11, which is far away from the sliding seat 7, is wound on the first fixed pulley 4, the second gravity block 12 is fixedly arranged at one end of the second steel wire rope 11, which is far away from the sliding seat 7, the fixed plate 13 is fixedly arranged on the left side wall of the second gravity block 12, the vertical measuring rod 14 is fixedly arranged at the top of the fixed plate 13, the scale marks 15 are arranged on the vertical measuring rod 14, the first fixed pulley 4 is used for changing the movement direction of the second steel wire rope 11, the second fixed pulley 5 is used for changing the direction of motion of first wire rope 9, hoist engine 8 is used for rolling up and unreels first wire rope 9, the setting of vertical measuring stick 14 and scale mark 15 is convenient for observe and calculate and knows the distance that second gravity piece 12 moved up, be foundation ditch settlement, it is to be noted that, first wire rope 9 and second wire rope 11 all adopt soft wire rope, the weight of first gravity piece 10 is greater than the weight of second gravity piece 12, and then can drive the vertical upward movement of second gravity piece 12 when first gravity piece 10 moves down, fixed mounting has locating plate 16 on the right side wall of riser 2, the guiding hole has been seted up at the top of locating plate 16, the top slip of vertical measuring stick 14 runs through the guiding hole, utilize the sliding connection cooperation of vertical measuring stick 14 and guiding hole, can lead the direction of operation of second gravity piece 12, guarantee that second gravity piece 12 moves vertically, take place the rocking when avoiding second gravity piece 12 to hang to put.
Through the structure, the foundation pit settlement monitoring equipment provided by the utility model can automatically put the first steel wire rope 9 and the first gravity block 10 on the pit bottom surface of the foundation pit when in use, is convenient for settlement monitoring of the foundation pit, can automatically wind the first steel wire rope 9 and the first gravity block 10 up from the foundation pit after settlement amount measurement monitoring of the foundation pit is completed, has convenient operation and good practicability, when in specific operation, the base 1 is fixed at a proper position beside the foundation pit, so that the first gravity block 10 is positioned above the foundation pit, then the winch 8 is started to rotate forward, the first steel wire rope 9 can be gradually released out of the winch 8, the first gravity block 10 can automatically descend under the action of the dead weight of the first gravity block 10, the first gravity block 10 is lowered to be in contact with the pit bottom surface of the foundation pit, and the winch 8 is stopped when the first steel wire rope 9 is kept in a straight state, at this time, the upper surface of the positioning plate 16 is observed to be aligned with the scale value of the scale mark 15 on the vertical measuring rod 14 and recorded, so that the settlement monitoring can be performed, during the settlement monitoring of the foundation pit, when the position of the foundation pit is settled, the first gravity block 10 is sunk along with the settlement, under the action of the gravity traction of the first gravity block 10, the first steel wire rope 9, the winch 8 and the sliding seat 7 can be pulled to horizontally move, the sliding seat 7 drives the second steel wire rope 11 to move, the second steel wire rope 11 drives the second gravity block 12, the fixed plate 13 and the vertical measuring rod 14 to move upwards, and by observing the scale value of the upper surface of the positioning plate 16 aligned with the scale mark 15 on the vertical measuring rod 14 again, the last recorded scale value is subtracted from the last scale value, the settlement of the foundation pit can be calculated, and whether the settlement of the foundation pit is within a specified range can be judged, the positions of the first gravity block 10 and the second gravity block 12 are not changed, and therefore the scale values of scale marks 15 on the upper surface alignment vertical measuring rod 14 of the positioning plate 16 are not changed, when foundation pit settlement is not required to be monitored, the winch 8 is started to rotate reversely, the first steel wire rope 9 can be gradually wound, the first steel wire rope 9 and the first gravity block 10 can be automatically wound up from the foundation pit, then the fixation of the base 1 can be relieved, and the whole equipment is removed, so that the next use is facilitated.
In this embodiment, a transverse guide rod 17 is fixedly installed in the chute 6, and the sliding seat 7 is slidably sleeved on the transverse guide rod 17 and is used for guiding the sliding direction of the sliding seat 7, so that the sliding seat 7 can horizontally move in the chute 6.
In this embodiment, the top of the sliding seat 7 is sleeved with balls, and the balls are in rolling contact with the top inner wall of the sliding groove 6, so as to improve the smoothness of the sliding seat 7 when sliding in the sliding groove 6.
In this embodiment, the triangular reinforcing seat 18 is fixedly installed on the top of the transverse plate 3, and the left side wall of the triangular reinforcing seat 18 is fixedly connected with the vertical plate 2, so that stability and firmness of the vertical plate 2 in connection with the transverse plate 3 are improved.
In this embodiment, it should be noted that, a control switch is installed on the riser 2, the hoist 8 and the control switch are electrically connected with the external power line sequentially through a wire, the control switch is used for controlling the start and stop and the forward and reverse rotation of the hoist 8, the hoist 8 can gradually pay out the first wire rope 9 when rotating forward, and the hoist 8 can gradually wind the first wire rope 9 when rotating backward.
The foundation pit settlement monitoring equipment provided by the utility model is described in detail. The principles and embodiments of the present utility model have been described herein with reference to specific examples, which are intended to be merely illustrative of the methods of the present utility model and their core ideas. It should be noted that it will be apparent to those skilled in the art that various modifications and adaptations of the utility model can be made without departing from the principles of the utility model and these modifications and adaptations are intended to be within the scope of the utility model as defined in the following claims.
Claims (5)
1. The utility model provides a foundation ditch subsidence monitoring facilities, its characterized in that includes base (1), riser (2), diaphragm (3) and settlement monitoring mechanism, base (1) fixed mounting is in subaerial beside the foundation ditch, riser (2) fixed mounting is in the top of base (1), diaphragm (3) fixed mounting is in on the left side wall of riser (2), settlement monitoring mechanism sets up on diaphragm (3), settlement monitoring mechanism is used for carrying out monitoring measurement to the settlement of foundation ditch inside, settlement monitoring mechanism includes first fixed pulley (4), second fixed pulley (5), slide (7), hoist engine (8), first wire rope (9), first gravity piece (10), second wire rope (11), second gravity piece (12), fixed plate (13) and vertical measuring rod (14), first fixed pulley (4) and second fixed pulley (5) are all fixed mounting in the bottom of diaphragm (3), first fixed pulley (4) are located the bottom of slider (7) is equipped with in slide (6) are installed in the side wall (6) of slider (7), the first steel wire rope (9) is wound on the winch (8), one end, away from the winch (8), of the first steel wire rope (9) is wound on the second fixed pulley (5), the first gravity block (10) is fixedly installed at one end, away from the winch (8), of the first steel wire rope (9), one end of the second steel wire rope (11) is fixedly connected with the left side wall of the sliding seat (7), one end, away from the sliding seat (7), of the second steel wire rope (11) is wound on the first fixed pulley (4), one end, away from the sliding seat (7), of the second steel wire rope (11) is fixedly installed at the second gravity block (12), the fixed plate (13) is fixedly installed on the left side wall of the second gravity block (12), the vertical measuring rod (14) is fixedly installed at the top of the fixed plate (13), and scale marks (15) are arranged on the vertical rod (14).
2. The pit settlement monitoring device of claim 1, wherein: the right side wall of the vertical plate (2) is fixedly provided with a positioning plate (16), the top of the positioning plate (16) is provided with a guide hole, and the top end of the vertical measuring rod (14) penetrates through the guide hole in a sliding mode.
3. The pit settlement monitoring device of claim 1, wherein: a transverse guide rod (17) is fixedly arranged in the sliding groove (6), and the sliding seat (7) is sleeved on the transverse guide rod (17) in a sliding way.
4. The pit settlement monitoring device of claim 1, wherein: the top traction sleeve of the sliding seat (7) is provided with a ball, and the ball is in rolling contact with the top inner wall of the sliding groove (6).
5. The pit settlement monitoring device of claim 1, wherein: the top of the transverse plate (3) is fixedly provided with a triangular reinforcing seat (18), and the left side wall of the triangular reinforcing seat (18) is fixedly connected with the vertical plate (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321526513.7U CN220084002U (en) | 2023-06-15 | 2023-06-15 | Foundation pit settlement monitoring equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321526513.7U CN220084002U (en) | 2023-06-15 | 2023-06-15 | Foundation pit settlement monitoring equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220084002U true CN220084002U (en) | 2023-11-24 |
Family
ID=88830717
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321526513.7U Active CN220084002U (en) | 2023-06-15 | 2023-06-15 | Foundation pit settlement monitoring equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220084002U (en) |
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2023
- 2023-06-15 CN CN202321526513.7U patent/CN220084002U/en active Active
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