CN116469228A - Deep foundation pit supporting structure atress mobile monitoring early warning device - Google Patents
Deep foundation pit supporting structure atress mobile monitoring early warning device Download PDFInfo
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- CN116469228A CN116469228A CN202310733634.7A CN202310733634A CN116469228A CN 116469228 A CN116469228 A CN 116469228A CN 202310733634 A CN202310733634 A CN 202310733634A CN 116469228 A CN116469228 A CN 116469228A
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- 238000012544 monitoring process Methods 0.000 title claims abstract description 37
- 230000007246 mechanism Effects 0.000 claims abstract description 57
- 238000010276 construction Methods 0.000 claims abstract description 14
- 230000000694 effects Effects 0.000 abstract description 5
- 238000000034 method Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
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- 230000004048 modification Effects 0.000 description 2
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Classifications
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- G—PHYSICS
- G08—SIGNALLING
- G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
- G08B21/00—Alarms responsive to a single specified undesired or abnormal condition and not otherwise provided for
- G08B21/02—Alarms for ensuring the safety of persons
- G08B21/10—Alarms for ensuring the safety of persons responsive to calamitous events, e.g. tornados or earthquakes
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/02—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring length, width, or thickness
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather
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Abstract
The embodiment of the application provides a deep foundation pit supporting structure atress removes monitoring early warning device, relates to monitoring early warning device technical field. This deep basal pit supporting construction atress removes monitoring early warning device includes: support the fixed establishment, alarm device and trigger mechanism. The supporting and fixing mechanism comprises an arc-shaped vertical plate and a fixing assembly, the fixing assembly is installed at the top of the arc-shaped vertical plate, a strip-shaped slot hole is formed in the side face of the arc-shaped vertical plate, the alarm device is installed on the outer side of the arc-shaped vertical plate, and the triggering mechanisms are installed on the outer sides of the arc-shaped vertical plate respectively. The end parts of the preset guide rods are contacted with the outer wall of the deep foundation pit supporting upright post at different positions, when the supporting upright post inclines, the guide rods are pushed to axially move along the guide rods inside the strip-shaped slotted holes, the moving guide rods drive the connecting rods to rotate, the feeler lever at the bottom end of the connecting rod moves to trigger the switch, the alarm device alarms, a good early warning effect is achieved, and the occurrence of construction accidents of the deep foundation pit is effectively reduced.
Description
Technical Field
The application relates to the technical field of monitoring and early warning devices, in particular to a stress mobile monitoring and early warning device for a deep foundation pit supporting structure.
Background
The foundation pit engineering mainly comprises foundation pit supporting system design and construction and earth excavation, and is a system engineering with strong comprehensiveness. The excavation of deep foundation pit requires close coordination of geotechnical engineering and structural engineering technicians. Protection measures such as supporting and reinforcing are needed for the side wall of the foundation pit and the surrounding environment in the deep foundation pit excavation process.
The construction accidents of deep foundation pit engineering frequently occur, and once the accidents occur, the accidents are extremely easy to cause group death and group injury, and the consequences are quite serious. The reason is mainly that various safety pre-control measures are not in place in a construction scheme and a construction process, namely, a corresponding monitoring and early warning device for supporting structure stress movement is lacked in the construction process, if early warning can be timely carried out when the supporting structure moves, then the accident occurrence can be effectively reduced.
Disclosure of Invention
The present application aims to solve at least one of the technical problems existing in the prior art. Therefore, the application provides a deep foundation pit supporting structure stress mobile monitoring and early warning device to solve the problems that various safety pre-control measures are not in place in a construction scheme and a construction process, namely the corresponding supporting structure stress mobile monitoring and early warning device is lacked in the construction process.
According to the embodiment of the application, the device for monitoring and early warning is moved in the atress of the deep foundation pit supporting structure, and comprises: support the fixed establishment, alarm device and trigger mechanism.
The supporting and fixing mechanism comprises an arc-shaped vertical plate and a fixing assembly, the fixing assembly is installed at the top of the arc-shaped vertical plate, a strip-shaped slot hole is formed in the side face of the arc-shaped vertical plate, the alarm device is installed at the outer side of the arc-shaped vertical plate, a plurality of groups of triggering mechanisms are respectively installed at the outer side of the arc-shaped vertical plate, each triggering mechanism comprises a guide rod, a connecting rod, a feeler lever, a switch and a supporting assembly, the supporting assembly is installed at the outer side of the arc-shaped vertical plate, the guide rods movably penetrate through the strip-shaped slot hole, the top ends of the connecting rods are rotatably connected to one ends of the guide rods, the switch is installed at one side of the supporting assembly, the feeler lever is fixedly arranged at the bottom end of the connecting rod and is close to one side of the switch, and the switch is electrically connected with the alarm device.
The device for monitoring and early warning the stress movement of the deep foundation pit supporting structure further comprises an elastic supporting mechanism, wherein a groove is formed in the bottom of the strip-shaped groove hole, the elastic supporting mechanism is arranged below the guide rod, and the elastic supporting mechanism is arranged inside the groove.
In some embodiments of the present application, the elastic supporting mechanism includes a supporting plate and an elastic member, the supporting plate is disposed below the guide rod, the elastic member is disposed inside the groove, and the top end of the elastic member is fixedly connected to the bottom of the supporting plate.
In some embodiments of the present application, the elastic member includes a spring, the spring is disposed inside the recess, and the spring tip is connected to the bottom of the support plate.
In some embodiments of the present application, a limit sleeve is fixedly arranged inside the groove, and the spring is sleeved outside the limit sleeve.
In some embodiments of the present application, the bottom of the supporting plate is fixedly provided with a limiting rod, and the bottom end of the limiting rod is slidably inserted into the limiting sleeve.
In some embodiments of the present application, the top of the supporting plate is an arc structure matched with the guide rod.
In some embodiments of the present application, the fixation assembly includes an ear plate and a plunger, the ear plate is movably fixedly connected to the outer side of the arc-shaped riser, and the plunger is fixedly disposed at the bottom of the ear plate.
In some embodiments of the present application, the plunger outer wall is provided with spike teeth disposed obliquely upward.
In some embodiments of the present application, the plurality of sets of the spike teeth are symmetrically distributed outside the plunger in multiple layers.
According to the deep foundation pit supporting structure stress mobile monitoring and early warning device, one end of the guide rod is attached to the side wall of the supporting upright post of the deep foundation pit, and because the diameters of supporting upright posts used for supporting in different deep foundation pits are different, the ends of the guide rod in the embedded multiple groups of triggering mechanisms are difficult to be attached to and contacted with the outer wall of the supporting upright post.
In some embodiments of the present application, the support assembly includes base, first riser, second riser, connecting portion, first threaded rod, first knob and supporting seat, the base set up in the connecting rod below, first riser fixed mounting in the base is close to arc riser one side, the switch with the supporting seat install respectively in first riser is kept away from arc riser one side, just the connecting rod rotate connect in the supporting seat, the second riser set up in first riser is kept away from base one side, just connecting portion connect respectively in the second riser with the arc riser, first threaded rod one end rotate connect in first riser is close to second riser one side, first other end spiro union run through in second riser, just first threaded rod set up in first threaded rod is kept away from first riser one end.
When the distance between guide rod end and the deep foundation pit support column outer wall needs to be adjusted, the first knob is rotated to drive the first threaded rod to rotate, the first threaded rod is rotated to drive the first vertical plate to move along the axial direction simultaneously, namely, the connecting rod and the guide rod on one side are driven to move through the supporting seat, the distance between the guide rod and the deep foundation pit support column outer wall is adjusted, namely, the guide columns with different diameters or shape specifications are adjusted, the guide rod end and the support column outer wall can be contacted, the multiple groups of triggering mechanisms are arranged on the support column outer wall, and the guide rod end can be contacted with the support column outer wall in the deep foundation pit, so that the accuracy of monitoring and early warning is guaranteed.
In some embodiments of the present application, the connecting rod side is provided with equidistant jack a plurality of, the supporting seat tip rotates and inserts and be equipped with the round pin axle, the round pin axle rotate run through in the jack, the base top is provided with the through-hole, the connecting rod with the feeler lever bottom all activity run through in the through-hole.
In some embodiments of the present application, the connecting portion includes a first diaphragm, a second threaded rod and a second knob, a first diaphragm one side sliding connection in the arc riser outer wall, just a first diaphragm opposite side fixed connection in the second riser, a second diaphragm set up in first diaphragm below, just a second diaphragm fixed connection in the arc riser outer wall, a second threaded rod top rotate connect in the first diaphragm, a second threaded rod bottom spiro union run through in the second diaphragm, just the second knob set up in second threaded rod bottom.
In some embodiments of the present application, the arc riser outer wall is provided with vertical first spout, the inside slip of first spout is provided with first slider, first diaphragm fixed connection in first slider, first spout and first slider are T style of calligraphy structure.
The pin shafts on the supporting seat can be selectively inserted by the plurality of groups of jacks. When the jack which is correspondingly inserted is selected, the pin shaft is pulled out in advance, and the height of the supporting seat needs to be adjusted through the connecting part; the second knob is rotated to drive the second threaded rod to rotate, the first transverse plate at the top is pushed by the second threaded rod to move in the vertical direction, and the second vertical plate, the first vertical plate and the supporting seat are driven to move in the vertical direction. When the supporting seat reaches the appointed jack, the pin shaft penetrates through the supporting seat to be inserted into the corresponding jack, so that the length of the connecting rod above and below the pin shaft can be adjusted, the length of the arm of force below the pin shaft can be adjusted, the precision of adjusting the touch switch of the feeler lever is realized, and the precision and the accuracy of monitoring and early warning are improved.
The triggering mechanism in the stress mobile monitoring and early warning of the deep foundation pit supporting structure lacks external protection, and if an external object touches the connecting rod, the touch switch can easily cause false alarm.
This deep basal pit supporting construction atress mobile monitoring early warning device still includes protection machanism, protection machanism includes U type housing, riser, adjusting bolt and second slider, the base keep away from first riser one side is provided with the screw hole, the riser set up in the base is kept away from first riser one side, just the riser side be provided with the installation Kong Duozu that the screw hole corresponds, adjusting bolt's screw rod passes the mounting hole with the screw hole is connected, U type housing cover is located first riser second riser with the riser is outside, the second spout has been seted up at the riser top, the second slider fixed set up in the inside roof of U type housing, just the second slider with the second spout cooperatees.
The U-shaped housing and the vertical plate in the protection mechanism can well protect the connecting rod and the switch in the triggering mechanism, so that the situation that an external object directly touches the switch or indirectly touches the connecting rod and the end part of the guide rod to drive the feeler lever to move to touch the switch is avoided, and the possibility that the switch is touched to generate false alarms is reduced.
The U-shaped housing in the protection mechanism can transversely slide at the top of the vertical plate, and when the first knob in the adjusting support assembly drives the first threaded rod to rotate to adjust the guide rod to transversely move, the corresponding movement adjustment can be carried out through the U-shaped housing at the top of the sliding vertical plate, so that the U-shaped housing covers the guide rod at the outer side of the arc-shaped vertical plate more.
When the second knob in the adjusting connecting part is rotated to drive the second threaded rod to rotate so as to adjust the positions of the pin shaft and the jack on the supporting seat, the adjusting bolt can be unscrewed at the same time until the adjusting bolt correspondingly passes through the mounting hole on the vertical plate. Under the condition that the heights of the U-shaped housing and the vertical plate are unchanged, after the heights of components except the connecting part in the supporting component are adjusted, the U-shaped housing and the vertical plate can still well protect the components.
The beneficial effects of this application are: the application is through the mobile monitoring early warning device of the atress of the deep basal pit supporting structure that above-mentioned design obtained, during the use, with arc riser setting in the deep basal pit support stand outside, fixed subassembly buries underground with arc riser steady rest deeply. The end parts of the preset guide rods are contacted with the outer wall of the deep foundation pit supporting upright post at different positions, when the supporting upright post inclines, the guide rods are pushed to axially move along the guide rods inside the strip-shaped slotted holes, the moving guide rods drive the connecting rods to rotate, the feeler lever at the bottom end of the connecting rod moves to trigger the switch, the alarm device alarms, a good early warning effect is achieved, and the occurrence of construction accidents of the deep foundation pit is effectively reduced.
Additional aspects and advantages of the application will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of the application.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings that are needed in the embodiments of the present application will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present application and should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic structural diagram of a force-bearing mobile monitoring and early warning device for a deep foundation pit supporting structure according to an embodiment of the application;
FIG. 2 is a schematic view of a support and fixation mechanism according to an embodiment of the present application;
FIG. 3 is an enlarged schematic view of the portion A of FIG. 2 according to an embodiment of the present application;
FIG. 4 is a schematic diagram of a trigger mechanism according to an embodiment of the present application;
FIG. 5 is a schematic view of a connection structure according to an embodiment of the present application;
FIG. 6 is a schematic view of a resilient support mechanism according to an embodiment of the present application;
FIG. 7 is a schematic diagram of a trigger mechanism and a guard mechanism according to an embodiment of the present application;
fig. 8 is a schematic view of a trigger mechanism and guard mechanism without a U-shaped housing structure according to an embodiment of the present application.
Icon:
10-supporting and fixing mechanisms; 110-arc-shaped vertical plates; 111-bar-shaped slots; 112-grooves; 113-a first chute; 120-a fixed assembly; 121-inserting a rod; 122-ear plate; 123-spike teeth; 20-alarm means; 30-a trigger mechanism; 310-guide rod; 320-connecting rod; 321-jacks; 330-feeler lever; 340-a switch; 350-a support assembly; 351-a base; 352-first riser; 353-a second riser; 354-connection; 3541-a first cross plate; 3542-a second cross plate; 3543-a second threaded rod; 3544-a second knob; 3545-first slider; 355-first threaded rod; 356-first knob; 357-threaded bore; 358-supporting seat; 359-pin shaft; 40-an elastic support mechanism; 410-supporting a plate; 420-an elastic member; 421-springs; 422-a limit sleeve; 423-a stop lever; 50-a protection mechanism; 510-U-shaped housing; 520-risers; 521-mounting holes; 522-a second chute; 530-adjusting the bolt; 540-a second slider.
Description of the embodiments
The technical solutions in the embodiments of the present application will be described below with reference to the drawings in the embodiments of the present application.
For the purposes of making the objects, technical solutions and advantages of the embodiments of the present application more clear, the technical solutions of the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is apparent that the described embodiments are some of the embodiments of the present application, but not all of the embodiments. All other embodiments, based on the embodiments herein, which would be apparent to one of ordinary skill in the art without undue burden are within the scope of the present application.
The following describes a deep foundation pit supporting structure stress movement monitoring and early warning device according to an embodiment of the application with reference to the accompanying drawings.
Referring to fig. 1-8, a device for monitoring and early warning stress movement of a deep foundation pit supporting structure according to an embodiment of the present application includes: a support fixing mechanism 10, an alarm device 20 and a trigger mechanism 30.
Wherein the supporting and fixing mechanism 10 is used for supporting and installing the alarm device 20 and the triggering mechanism 30; and the trigger mechanism 30 triggers the switch 340 to make the alarm device 20 give an alarm after the strut moves, thereby playing a role in early warning.
Referring to fig. 2, the support and fixing mechanism 10 includes an arc-shaped standing plate 110 and a fixing assembly 120. The fixing component 120 is installed on top of the arc-shaped vertical plate 110, and a strip-shaped slot 111 is formed in the side surface of the arc-shaped vertical plate 110. The alarm device 20 is installed outside the arc-shaped riser 110.
In some embodiments of the present application, referring to fig. 2, the fixation assembly 120 includes an ear plate 122 and a plunger 121. The lug plate 122 is movably and fixedly connected to the outer side of the arc-shaped vertical plate 110, and the lug plate 122 and the arc-shaped vertical plate 110 are fixed by bolts; the inserted link 121 is fixedly arranged at the bottom of the lug plate 122, and the inserted link 121 and the lug plate 122 are fixedly welded. The outer wall of the plunger 121 is provided with spike teeth 123 which are arranged obliquely upwards, and the plunger 121 and the spike teeth 123 are fixed by welding. The plurality of sets of pins 123 are centrally and symmetrically distributed in multiple layers on the outside of the insert pin 121. The insert rod 121 of the fixing assembly 120 is used for being inserted into the arc-shaped vertical plate 110 above the underground fixing support, and the pin teeth 123 outside the insert rod 121 have a good anti-loosening effect.
Referring to fig. 4, a plurality of sets of triggering mechanisms 30 are respectively installed outside the arc-shaped vertical plates 110, and the triggering mechanisms 30 include a guide rod 310, a connecting rod 320, a feeler lever 330, a switch 340 and a supporting assembly 350. The supporting component 350 is installed outside the arc-shaped vertical plate 110, and the guide rod 310 movably penetrates through the strip-shaped slot 111. The top end of the connecting rod 320 is rotatably connected to one end of the guide rod 310, a mounting through groove can be formed in one end, close to the connecting rod 320, of the guide rod 310, and the connecting rod 320 is rotatably arranged in the mounting through groove by adopting a positioning pin. The switch 340 is mounted on a side of the support assembly 350 away from the arc-shaped vertical plate 110, the connecting rod 320 is rotatably connected to the support assembly 350, the feeler lever 330 is fixedly arranged on a side of the bottom end of the connecting rod 320 close to the switch 340, and the switch 340 is electrically connected with the alarm device 20. Wherein, the feeler lever 330 may be a rubber convex lever.
The arc-shaped vertical plate 110 is arranged outside the deep foundation pit supporting upright post, and the fixing component 120 is buried underground to stably support the arc-shaped vertical plate 110. The ends of the guide rods 310 are preset to be contacted with different positions of the outer wall of the deep foundation pit supporting upright, when the supporting upright inclines, the guide rods 310 are pushed to axially move along the guide rods 310 inside the strip-shaped slotted holes 111, the moving guide rods 310 drive the connecting rods 320 to rotate, the feeler lever 330 at the bottom end of the connecting rods 320 moves to trigger the switch 340, the alarm device 20 alarms, a good early warning effect is achieved, and construction accidents of the deep foundation pit are effectively reduced.
It should be noted that, the specific model specifications of the alarm device 20 and the switch 340 need to be determined by selecting the model according to the actual specifications of the device, and the specific model selection calculation method adopts the prior art, so the detailed description is omitted. The alarm device 20 may be powered by a mobile power source, and the power supply and the connection principles between the alarm device 20, the switch 340 and the power source will be clear to those skilled in the art and will not be described in detail herein.
Referring to fig. 2, 3 and 6, the device for monitoring and early warning the stress movement of a deep foundation pit support structure further includes an elastic support mechanism 40, a groove 112 is disposed at the bottom of the slot 111, the elastic support mechanism 40 is disposed below the guide rod 310, and the elastic support mechanism 40 is disposed inside the groove 112. The elastic supporting mechanism 40 comprises a supporting plate 410 and an elastic piece 420, the supporting plate 410 is arranged below the guide rod 310, the elastic piece 420 is arranged inside the groove 112, and the top end of the elastic piece 420 is fixedly connected to the bottom of the supporting plate 410. The elastic member 420 includes a spring 421, the spring 421 is disposed inside the recess 112, and the top end of the spring 421 is connected to the bottom of the support plate 410; the springs 421 enable the support plate 410 to elastically support the guide bar 310 at the top. A limit sleeve 422 is fixedly arranged in the groove 112, and a spring 421 is sleeved outside the limit sleeve 422. A limiting rod 423 is fixedly arranged at the bottom of the supporting plate 410, and the bottom end of the limiting rod 423 is slidably inserted into the limiting sleeve 422; the stop sleeve 422 and stop rod 423 inside the spring 421 serve to stabilize the axial compression or relaxation of the stop spring 421. The top of the support plate 410 is an arc structure matched with the guide rod 310; the support plate 410 of the arc structure increases the contact area with the guide bar 310 so that the support plate 410 can stably support the guide bar 310 at the top.
The stress mobile monitoring and early warning of the deep foundation pit supporting structure is to attach one end of the guide rod 310 to the side wall of the supporting upright of the deep foundation pit, and the end parts of the guide rods 310 in the embedded multiple groups of triggering mechanisms 30 are difficult to be attached to the outer wall of the supporting upright for contact due to different diameters of supporting upright used for supporting in different deep foundation pits.
In some embodiments of the present application, referring to fig. 4, the support assembly 350 includes a base 351, a first riser 352, a second riser 353, a connection 354, a first threaded rod 355, a first knob 356, and a support seat 358. The base 351 is disposed below the connecting rod 320, the first vertical plate 352 is fixedly mounted on one side of the base 351 close to the arc-shaped vertical plate 110, and the first vertical plate 352 and the base 351 are fixed by bolts. The switch 340 and the support seat 358 are respectively installed on one side of the first riser 352 away from the arc-shaped riser 110, and the connecting rod 320 is rotatably connected to the support seat 358; the switch 340 is fixed to the first vertical plate 352 by bolts. The second vertical plate 353 is disposed on a side of the first vertical plate 352 away from the base 351, the connecting portion 354 is respectively connected to the second vertical plate 353 and the arc-shaped vertical plate 110, one end of the first threaded rod 355 is rotatably connected to a side of the first vertical plate 352 close to the second vertical plate 353, the other end of the first threaded rod 355 is screwed through the second vertical plate 353, and the first knob 356 is disposed on an end of the first threaded rod 355 away from the first vertical plate 352; the first knob 356 is bolted to the first threaded rod 355.
When the distance between the end part of the guide rod 310 and the outer wall of the deep foundation pit supporting upright post needs to be adjusted, the first knob 356 is rotated to drive the first threaded rod 355 to rotate, the first threaded rod 355 is rotated to drive the first vertical plate 352 to move along the axial direction at the same time, namely, the connecting rod 320 and the guide rod 310 on one side are driven to move through the supporting seat 358, the distance between the guide rod 310 and the outer wall of the deep foundation pit supporting upright post is adjusted, namely, the upright posts with different diameters or shape specifications are faced, the end part of the guide rod 310 can be adjusted to be in contact with the outer wall of the supporting upright post, the multiple groups of triggering mechanisms 30 are arranged on the outer wall of the supporting upright post, and the end part of the guide rod 310 can be in contact with the outer wall of the supporting upright post in the deep foundation pit, so that the accuracy of monitoring and early warning is guaranteed.
In some embodiments of the present application, referring to fig. 2, 4 and 5, a plurality of equidistant insertion holes 321 are provided on the side surface of the connecting rod 320, and a pin 359 is rotatably inserted into the end of the supporting seat 358, where the pin 359 rotatably penetrates through the insertion holes 321. The top of the base 351 is provided with a through hole, and the bottom ends of the connecting rod 320 and the feeler lever 330 are movably penetrated through the through hole. The connection portion 354 includes a first cross plate 3541, a second cross plate 3542, a second threaded rod 3543, and a second knob 3544. One side of the first transverse plate 3541 is slidably connected to the outer wall of the arc-shaped vertical plate 110, the other side of the first transverse plate 3541 is fixedly connected to the second vertical plate 353, the second transverse plate 3542 is arranged below the first transverse plate 3541, and the second transverse plate 3542 is fixedly connected to the outer wall of the arc-shaped vertical plate 110; the second cross plate 3542 is fixed to the arc-shaped standing plate 110 by welding. The top end of the second threaded rod 3543 is rotatably connected to the first transverse plate 3541, the bottom end of the second threaded rod 3543 is screwed through the second transverse plate 3542, and the second knob 3544 is disposed at the bottom end of the second threaded rod 3543. The outer wall of the arc-shaped vertical plate 110 is provided with a vertical first sliding groove 113, a first sliding block 3545 is arranged in the first sliding groove 113 in a sliding manner, a first transverse plate 3541 is fixedly connected to the first sliding block 3545, and the first sliding groove 113 and the first sliding block 3545 are of a T-shaped structure; the first slider 3545 of the T-shaped structure can stably slide inside the first chute 113.
The pin shaft 359 is inserted between the support seat 358 and the connecting rod 320, and the plurality of groups of insertion holes 321 can be used for selectively inserting the pin shaft 359 on the support seat 358. When the corresponding inserted jack 321 is selected, the pin shaft 359 is pulled out in advance, and the height of the supporting seat 358 needs to be adjusted through the connecting part 354; that is, rotating the second knob 3544 drives the second threaded rod 3543 to rotate, that is, the rotating second threaded rod 3543 pushes the top first transverse plate 3541 to move in the vertical direction, that is, drives the second vertical plate 353, the first vertical plate 352 and the support seat 358 to move in the vertical direction. When the supporting seat 358 reaches the designated jack 321, the pin shaft 359 is inserted into the corresponding jack 321 through the supporting seat 358, so that the length of the connecting rod 320 above and below the pin shaft 359 can be adjusted, the length of the arm of force below the pin shaft 359 can be adjusted, the precision of the touch switch 340 of the adjusting feeler lever 330 is realized, and the precision and the accuracy of monitoring and early warning are increased.
The triggering mechanism 30 in the above-mentioned deep foundation pit supporting structure stress mobile monitoring and early warning lacks external protection, and if an external object touches the connecting rod 320, the touch switch 340 is easy to cause false alarm.
Referring to fig. 7 and 8, the device for monitoring and early warning the stress movement of the deep foundation pit supporting structure further comprises a protection mechanism 50, wherein the protection mechanism 50 comprises a U-shaped housing 510, a riser 520, an adjusting bolt 530 and a second slider 540. The base 351 is provided with screw holes 357 far away from first riser 352 one side, and riser 520 sets up in the base 351 and is kept away from first riser 352 one side, and the riser 520 side is provided with the mounting hole 521 multiunit that corresponds with screw holes 357, and the screw rod of adjusting bolt 530 passes mounting hole 521 and is connected with screw holes 357. The U-shaped housing 510 is sleeved outside the first vertical plate 352, the second vertical plate 353 and the vertical plate 520, a second sliding groove 522 is formed in the top of the vertical plate 520, a second sliding block 540 is fixedly arranged on the top wall inside the U-shaped housing 510, and the second sliding block 540 and the U-shaped housing 510 are fixed by adopting screws; and the second slider 540 is engaged with the second chute 522. The second chute 522 and the second slider 540 are preferably T-shaped.
The U-shaped cover 510 and the vertical plate 520 in the protection mechanism 50 can well protect the connecting rod 320 and the switch 340 in the triggering mechanism 30, and prevent external objects from directly touching the switch 340, or indirectly touching the connecting rod 320 and the end of the guide rod 310 to drive the feeler lever 330 to move and touch the switch 340, i.e. reduce the possibility of false alarm caused by touching the switch 340.
The U-shaped cover 510 in the protection mechanism 50 can slide laterally on top of the riser 520, and when the first knob 356 in the adjustment support assembly 350 drives the first threaded rod 355 to rotate to adjust the guide rod 310 to move laterally, the corresponding movement adjustment can be performed by sliding the U-shaped cover 510 on top of the riser 520, so that the U-shaped cover 510 covers the guide rod 310 outside the arc-shaped riser 110 more.
When the second knob 3544 in the adjusting connection portion 354 is turned to drive the second threaded rod 3543 to rotate so as to adjust the positions of the pin shaft 359 and the insertion hole 321 on the supporting seat 358, the adjusting bolt 530 can be simultaneously unscrewed until the adjusting bolt passes through the mounting hole 521 on the riser 520 correspondingly. Under the condition that the heights of the U-shaped housing 510 and the vertical plate 520 are unchanged, after the heights of the components except the connecting part 354 in the supporting component 350 are adjusted, the U-shaped housing 510 and the vertical plate 520 can still well protect the components.
The foregoing is merely exemplary embodiments of the present application and is not intended to limit the scope of the present application, and various modifications and variations may be suggested to one skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present application should be included in the protection scope of the present application. It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.
The foregoing is merely specific embodiments of the present application, but the scope of the present application is not limited thereto, and any person skilled in the art can easily think about changes or substitutions within the technical scope of the present application, and the changes and substitutions are intended to be covered by the scope of the present application. Therefore, the protection scope of the present application shall be subject to the protection scope of the claims.
Claims (10)
1. The utility model provides a deep basal pit supporting construction atress removes monitoring early warning device which characterized in that includes:
the support fixing mechanism (10), the support fixing mechanism (10) comprises an arc-shaped vertical plate (110) and a fixing assembly (120), the fixing assembly (120) is installed at the top of the arc-shaped vertical plate (110), and a strip-shaped slot hole (111) is formed in the side face of the arc-shaped vertical plate (110);
an alarm device (20), wherein the alarm device (20) is arranged outside the arc-shaped vertical plate (110);
the trigger mechanism (30), multiunit trigger mechanism (30) install respectively in arc riser (110) outside, trigger mechanism (30) include guide arm (310), connecting rod (320), feeler lever (330), switch (340) and supporting component (350), supporting component (350) install in arc riser (110) outside, guide arm (310) movable through in bar slotted hole (111), connecting rod (320) top rotate connect in guide arm (310) one end, switch (340) install in supporting component (350) keep away from arc riser (110) one side, connecting rod (320) rotate connect in supporting component (350), feeler lever (330) fixed set up in connecting rod (320) bottom is close to switch (340) one side, switch (340) with alarm device (20) electric connection.
2. The device for monitoring and early warning of stress movement of a deep foundation pit supporting structure according to claim 1, further comprising an elastic supporting mechanism (40), wherein a groove (112) is formed in the bottom of the strip-shaped groove hole (111), the elastic supporting mechanism (40) is arranged below the guide rod (310), and the elastic supporting mechanism (40) is arranged inside the groove (112).
3. The device for monitoring and early warning of stress movement of a deep foundation pit supporting structure according to claim 2, wherein the elastic supporting mechanism (40) comprises a supporting plate (410) and an elastic piece (420), the supporting plate (410) is arranged below the guide rod (310), the elastic piece (420) is arranged inside the groove (112), and the top end of the elastic piece (420) is fixedly connected to the bottom of the supporting plate (410).
4. The device for monitoring and early warning of stress movement of a deep foundation pit supporting structure according to claim 3, wherein the elastic piece (420) comprises a spring (421), the spring (421) is arranged inside the groove (112), and the top end of the spring (421) is connected to the bottom of the supporting plate (410).
5. The device for monitoring and early warning of stress movement of a deep foundation pit supporting structure according to claim 4, wherein a limit sleeve (422) is fixedly arranged in the groove (112), and the spring (421) is sleeved outside the limit sleeve (422).
6. The device for monitoring and early warning of stress movement of a deep foundation pit supporting structure according to claim 5, wherein a limiting rod (423) is fixedly arranged at the bottom of the supporting plate (410), and the bottom end of the limiting rod (423) is slidably inserted into the limiting sleeve (422).
7. A device for monitoring and early warning stress movement of a deep foundation pit supporting structure according to claim 3, wherein the top of the supporting plate (410) is an arc-shaped structure matched with the guide rod (310).
8. The device for monitoring and early warning of stress movement of a deep foundation pit supporting structure according to claim 1, wherein the fixing component (120) comprises an ear plate (122) and an inserting rod (121), the ear plate (122) is movably and fixedly connected to the outer side of the arc-shaped vertical plate (110), and the inserting rod (121) is fixedly arranged at the bottom of the ear plate (122).
9. The device for monitoring and early warning of stress movement of a deep foundation pit supporting structure according to claim 8, wherein the outer wall of the inserted link (121) is provided with spike teeth (123) which are obliquely arranged upwards.
10. The device for monitoring and early warning of stress movement of a deep foundation pit supporting structure according to claim 9, wherein a plurality of groups of the spike teeth (123) are symmetrically distributed outside the inserted link (121) in a multi-layer center.
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| CN202310733634.7A CN116469228B (en) | 2023-06-20 | 2023-06-20 | Deep foundation pit supporting structure atress mobile monitoring early warning device |
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| CN116469228B CN116469228B (en) | 2023-08-29 |
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| CN116469228B (en) | 2023-08-29 |
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