CN112523190B - Flood control pile foundation detection device - Google Patents

Flood control pile foundation detection device Download PDF

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Publication number
CN112523190B
CN112523190B CN202011601583.5A CN202011601583A CN112523190B CN 112523190 B CN112523190 B CN 112523190B CN 202011601583 A CN202011601583 A CN 202011601583A CN 112523190 B CN112523190 B CN 112523190B
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pipe
rope
flood control
fixed
circular
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CN202011601583.5A
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CN112523190A (en
Inventor
朱翠云
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Henan Luyu Water Conservancy Engineering Co ltd
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Henan Luyu Water Conservancy Engineering Co ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00Investigation of foundation soil in situ
    • E02D1/02Investigation of foundation soil in situ before construction work
    • E02D1/022Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00Investigation of foundation soil in situ
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A50/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Soil Sciences (AREA)
  • Analytical Chemistry (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The invention relates to a flood control pile foundation detection device, which effectively solves the problems of low detection efficiency and complex operation caused by repeated plugging and unplugging of a steel chisel at different positions of a pile foundation in the existing flood control pile driving detection process; the technical scheme of its solution includes the pipe, is equipped with the band steel that can outwards stretch out in the pipe and signs, and the pipe direction is signed to the band steel, and the pipe upper end is equipped with the pilot lamp, and the pipe outside is equipped with electric putter, and before the hammering, electric putter embraces the pipe, and a plurality of band steel are signed and are stretched out, and the earlier completion of hammering in-process band steel is signed and is retracted the back, and a plurality of electric putter loosen the pipe and make under the pipe visit, and accomplish the hammering back band steel and sign and stretch out again and detect this regional soil layer.

Description

Flood control pile foundation detection device
Technical Field
The invention relates to the field of flood control pile detection equipment, in particular to a flood control pile foundation detection device.
Background
The flood control pile can play a good role in flood control when flood occurs, but the construction of the flood control pile needs to consume a large amount of manpower and material resources, the diameter of the flood control pile is larger at the present stage, and if hard objects such as stones exist under the ground in the piling process, the flood control pile can not be driven downwards, the sharp part at the head of the flood control pile can be damaged when the pile is driven forcibly, when half of the driven flood control pile is pulled out, the damaged flood control pile can not be used for the second time, moreover, the repeated plugging and unplugging takes longer time, and the operation of binding and fixing again during pile pulling is more complicated, so hard object detection is needed before pile driving to prevent the occurrence of rework incidents, most of the detection devices at the present stage are steel rods, when the steel rods are driven into the ground, because the little detection range of drill rod diameter is limited, consequently need repeatedly carry out the not exploration in the different positions of drill rod many times in a pile foundation position, this in-process detection inefficiency check-out time is long to be unfavorable for the quick installation of flood control stake.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention provides the flood control pile foundation detection device, which effectively solves the problems of low detection efficiency and complex operation caused by repeated plugging and unplugging of a steel drill at different positions of a pile foundation in the existing flood control pile driving detection process.
The technical scheme for solving the problems comprises a vertical round pipe with two closed ends, the lower end of the round pipe is a pointed end, a vertical rod with an upper end extending out is coaxially inserted into the upper end of the round pipe, a fixed disc is arranged at the lower end of the vertical rod, a plurality of L-shaped guide pipes are uniformly distributed on the circumference of the lower end inside the round pipe and are arranged at intervals up and down, a vertical pipe end for guiding is fixedly arranged on the inner wall of the round pipe, a horizontal pipe end penetrates out of the round pipe wall corresponding to a vertical pipe end along the radial direction of the round pipe, the horizontal pipe end and the vertical pipe end of each guide pipe are in arc guiding transitional connection, an elastically deformable flat steel stick is slidably arranged in each guide pipe, the wide surface of each flat steel stick is in the up and down direction when the pointed end of the flat steel stick faces the horizontal pipe end of the wire pipe and the flat steel stick extends out of the horizontal pipe end, a fixed pulley is arranged on the square of each vertical pipe end of each guide pipe, a sliding chute is arranged on the end face of the vertical pipe end of the guide pipe close to the axis of the round pipe, install a slider in the spout, install on the slider flat steel label's upper end, the upper end of every slider is fixed with a rope, the free end of rope runs through the stand pipe and walks around the fixed pulley after-fixing on the fixed disk, install a suit first pressure spring on the rope in the spout of slider upper end, a disc of the coaxial suit in the outside of pipe, the circumference equipartition has a plurality of electric putter that stretch out the end towards the pipe on the disc, electric putter is in and stretches out the end and often stretches out and compress tightly the pipe state, be equipped with drive switch on the pipe up end, the upper end coaxial fixation of montant has a pressure disk, pressure disk contact drive switch makes electric putter stretch out the end and return back, the lower extreme circumference equipartition of pressure disk has a plurality of pilot lamps with flat steel label one-to-one, be equipped with pressure-sensitive switch on every rope, the pilot lamp is closed when the rope receives tension, the tension reduces the pilot lamp and opens.
The invention has novel concept, smart structure and strong practicability, and effectively solves the problems of low detection efficiency and complex operation caused by repeated plugging and unplugging of the steel drill rod at different positions of a pile foundation in the existing flood control pile driving detection process.
Drawings
Fig. 1 is a front sectional view of the flat steel stick of the invention when it is not extended.
Fig. 2 is a front sectional view of the flat steel pick according to the invention when it is extended.
FIG. 3 is a top view of the present invention.
Detailed Description
The following describes embodiments of the present invention in further detail with reference to the accompanying drawings.
As can be seen from fig. 1 to 3, the invention comprises a vertical round tube 1 with two closed ends, the lower end of the round tube 1 is a tip, the upper end is coaxially inserted with a vertical rod 2 with an extended upper end, the lower end of the vertical rod 2 is provided with a fixed disc 3, the circumference of the lower end inside the round tube 1 is uniformly distributed with a plurality of L-shaped guide tubes 4, the plurality of guide tubes 4 are arranged at intervals up and down, the vertical tube ends of the guide tubes 4 are fixedly arranged with the inner wall of the round tube 1, the horizontal tube ends penetrate out from the corresponding tube wall of the round tube 1 along the radial direction of the round tube 1, the horizontal tube ends and the vertical tube ends of the guide tubes 4 are transitionally connected through arc guiding, each guide tube 4 is internally provided with an elastically deformable flat steel stick 5 in a sliding way, the tip of the flat steel stick 5 faces the horizontal tube end of the guide tube, the wide surface of the flat steel stick 5 is in the up-down direction when the flat steel stick 5 extends out from the horizontal tube end, a fixed pulley 6 is arranged right above the vertical tube end of each guide tube 4, the end face of the vertical pipe end of the guide pipe 4 close to the axis of the round pipe 1 is provided with a sliding chute 7, a sliding block 8 is arranged in the sliding chute 7, the upper end of the flat steel stick 5 is arranged on the sliding block 8, the upper end of each sliding block 8 is fixed with a rope 9, the free end of each rope 9 penetrates through the guide pipe 4 and is fixed on the fixed disc 3 after bypassing the fixed pulley 6, a first pressure spring 10 sleeved on the rope 9 is arranged in the sliding chute 7 at the upper end of the sliding block 8, the outer side of the round pipe 1 is coaxially sleeved with a disc 11, a plurality of electric push rods 12 with extending ends facing the round pipe 1 are evenly distributed on the circumference of the disc 11, the electric push rods 12 are in a state that the extending ends normally extend out and tightly press the round pipe 1, a driving switch 13 is arranged on the upper end face of the round pipe, a pressure plate 14 is coaxially fixed at the upper end of the vertical pipe 2, the pressure plate 14 is in contact with the driving switch 13 to enable the extending ends of the electric push rods 12 to retract, a plurality of indicating lamps 15 corresponding to the flat steel sticks 5 one by one to one are evenly distributed on the circumference of the lower end of the pressure plate 14, each rope 9 is provided with a pressure sensitive switch 16, the indicator light 15 is turned off when the rope 9 is under tension, and the tension reducing indicator light 15 is turned on.
In order to buffer the vertical rod 2, a second pressure spring 17 is sleeved on the vertical rod 2, one end of the second pressure spring 17 is fixed on the inner upper end surface of the circular tube 1, and the other end of the second pressure spring 17 is fixed on the vertical rod 2.
For electric putter 12's installation and the constraint to pipe 1, the circumference equipartition has a mounting groove 18 of a plurality of electric putter 12 on disc 11, and electric putter 12 installs in mounting groove 18, and electric putter 12 stretches out to serve and is equipped with cambered surface and the pipe 1 excircle towards the arc 19 of laminating mutually, and the inboard of arc 19 is equipped with the rubber packing piece.
In order to realize the installation of the pressure sensing switch 16, each rope 9 is divided into two sections and is connected into a complete rope 9 through the pressure sensing switch 16.
In order to realize the installation of the indicator light 15, a sleeve 20 is coaxially fixed at the lower end of the pressure plate 14, the indicator lights 15 are circumferentially and uniformly distributed on the sleeve 20, and the diameter of the pressure plate 14 is larger than that of a circle-like structure formed by the indicator lights 15.
The specific working process of the invention is as follows: in the initial state of the device, the vertical rod 2 is pressed downwards to enable the fixed disk 3 to drive the plurality of ropes 9 to tighten, the tightened ropes 9 drive the sliding block 8 to move upwards and compress the first pressure spring 10 in the process, meanwhile, the sliding block 8 moves upwards to drive the flat steel sticks 5 to move upwards, the flat steel sticks 5 are retracted into the circular pipe 1 under the guiding action of the guide pipe 4, the circular pipe 1 in the state is pressed towards the underground of a pile foundation to enable the tip of the circular pipe 1 to move downwards for a certain distance, the vertical rod 2 is loosened, the flat steel sticks 5 extend outwards under the action of the guide pipe 4 under the resetting action of the first pressure spring 10, the extending ends are inserted into soil around the circumference, the diameter of a similar circular structure formed by the flat steel sticks 5 is larger than that of a flood control pile to be inserted into the pile foundation, after the electric push rod 12 extends, and the disc 11 is sleeved on the part of the circular pipe 1 above the ground, meanwhile, the lower end face of the disc 11 is horizontal to the ground and contacts with the ground, and after the installation is finished, the extending end of the electric push rod 12 extends out, so that the arc-shaped plate 19 contacts with and extrudes the outer circular face of the circular tube 1.
At the moment, striking on the pressure plate 14 is realized through manual holding and matching hammering operation, in the process, the outer circular surface of the circular tube 1 is contacted and extruded by the arc-shaped plate 19 driven by the electric push rod 12, at the moment, the circular tube 1 is fixed, the vertical rod 2 moves downwards and realizes contraction of the rope 9, the rope 9 contracts to drive the sliding block 8 to move upwards and drive the recovery of the flat steel sticks 5, in the process, the hammering force is continued after the flat steel sticks 5 are completely recovered, so that the lower end surface of the sleeve 20 is contacted and extruded with the driving switch 13, the driving switch 13 is extruded to realize retraction of the extending end of the electric push rod 12, at the moment, the hammering force is continuously acted on the circular tube 1 to realize downward movement of the circular tube 1, the hammering force is separated from the hammer pressure plate 14 after hammering is completed, at the vertical rod 2 moves upwards in a resetting way under the resetting action of the second pressure spring 17 and the first pressure spring 10, and the first pressure spring 10 is not bound any more, the pressure spring is released by the power that the hammering was held and pushes away 5 crowds of band steel, and stretching out of 5 is signed to this in-process at the guide effect of stand pipe 4 realization band steel, can withdraw the back with band steel when hammering once more and hammer 1 downwards at the realization pipe, and reciprocating circulation finally drives 1 assigned position of pipe downwards to accomplish stretching out of many times steel band in this in-process, realize the detection of multilayer soil layer debris.
When the flat bamboo slips of steel met debris, rope 9 loosened but the flat bamboo slips of steel stretched out by blockking this moment, rope 9 can not be by the flat bamboo slips auxiliary stretching of the steel that stretches out, pressure-sensitive switch 16 at this moment opens the position that the pilot lamp 15 of corresponding position lights up and judges the position of stone, supplementary subsequent excavation, if the flat bamboo slips of steel can stretch out when rope 9 loosens all the time, then rope 9 all is in tensile state at whole in-process, pressure-sensitive switch 16 closes all the time, pilot lamp 15 remains the state of not lighting all the time, prove that there is not debris below this pile foundation position can carry out the pile driving operation of flood control stake.
Compared with the traditional equipment, the device has the following advantages:
1. this device can outwards stretch out through the setting of a hollow pipe 1 in pipe 1 and sign 5, earlier realize that flat bar signs 5's retraction when hammering pressure disk 14, realize the lower of pipe 1 again and visit, pipe 1 visits the completion back down, flat bar signs 5 and resets and stretches out, carry out the detection of a major diameter to this region, thereby get rid of the hard thing of this regional stone, this device adopts the mode of intermittent type hammering, can effectually carry out the effect that down-drive also can realize layering detection to pipe 1, make whole stone detection process more high-efficient laborsaving.
2. This device passes through pilot lamp 15 and pressure sensitive switch 16's setting for when a certain band steel is signed 5 and is met hard thing and can't reset, the band steel of other positions is signed 5 and is not influenced and reset, and this can effectually demonstrate the position relation of this regional stone, only need carry out the simple adjustment of position when carrying out flood control pile and can realize the pile of this regional flood control pile, avoids the waste of the manpower and materials that the stone excavation brought.
3. Electric putter 12 provides a supporting role for pipe 1 in this device for the band steel is signed 5 and is just can realize the lower of pipe 1 after being retracted completely, and this in-process guarantees that pipe 1 and band steel are signed 5 and have a seesaw order, prevents that band steel is signed 5 and is damaged.
The invention has novel concept, smart structure and strong practicability, and effectively solves the problems of low detection efficiency and complex operation caused by repeated plugging and unplugging of the steel drill rod at different positions of a pile foundation in the existing flood control pile driving detection process.

Claims (4)

1. A flood control pile foundation detection device comprises a vertical round pipe (1) with two closed ends, and is characterized in that the lower end of the round pipe (1) is a tip end, a vertical rod (2) with an upper end extending out is coaxially inserted into the upper end of the round pipe, a fixed disc (3) is arranged at the lower end of the vertical rod (2), a plurality of L-shaped guide pipes (4) are uniformly distributed on the circumference of the lower end inside the round pipe (1), the guide pipes (4) are arranged at intervals from top to bottom, the vertical pipe end of each guide pipe (4) is fixedly installed on the inner wall of the round pipe (1), the transverse pipe end radially penetrates out of the round pipe (1) corresponding to the vertical pipe end along the round pipe (1), the transverse pipe end and the vertical pipe end of each guide pipe (4) are in arc guide transitional connection, an elastically deformable flat steel stick (5) is slidably installed in each guide pipe (4), the tip end of each flat steel stick (5) faces the transverse pipe end of each guide pipe (4), and the width surface of each flat steel stick (5) is in the upper and lower direction when each flat steel stick (5) extends out from the transverse pipe end, a fixed pulley (6) is arranged right above the vertical pipe end of each guide pipe (4), a sliding groove (7) is arranged on the end face, close to the axis of the circular pipe (1), of the vertical pipe end of each guide pipe (4), a sliding block (8) is installed in each sliding groove (7), the upper end of each flat steel stick (5) is installed on each sliding block (8), a rope (9) is fixed at the upper end of each sliding block (8), the free end of each rope (9) penetrates through each guide pipe (4) and is fixed on the fixed disc (3) after bypassing the fixed pulley (6), a first pressure spring (10) sleeved on each rope (9) is installed in each sliding groove (7) at the upper end of each sliding block (8), a circular disc (11) is coaxially sleeved on the outer side of the circular pipe (1), a plurality of electric push rods (12) with extending ends facing the circular pipe (1) are evenly distributed on the circumference of each circular disc (11), each electric push rod (12) is in a state that each extending end normally extends out and compresses the circular pipe (1), be equipped with drive switch (13) on the pipe up end, the upper end coaxial fixation of montant (2) has a pressure disk (14), pressure disk (14) contact drive switch (13) make electric putter (12) stretch out the end and return, the lower extreme circumference equipartition of pressure disk (14) has a plurality of pilot lamps (15) of signing (5) one-to-one with the band steel, be equipped with pressure-sensitive switch (16) on every rope (9), pilot lamp (15) are closed when rope (9) receive tension, and tension reduces pilot lamp (15) and opens, the cover is equipped with second pressure spring (17) on montant (2), and the interior up end at pipe (1) is fixed to the one end of second pressure spring (17), and the other end is fixed on montant (2).
2. The flood control pile foundation detection device according to claim 1, wherein a plurality of mounting grooves (18) of the electric push rods (12) are uniformly distributed on the circumference of the disc (11), the electric push rods (12) are mounted in the mounting grooves (18), an arc plate (19) with an arc surface attached to the outer circular surface of the circular tube (1) is arranged at the extending end of each electric push rod (12), and a rubber gasket is arranged on the inner side of each arc plate (19).
3. A flood protection pile foundation detection device according to claim 1, wherein each rope (9) is in two sections and connected into a complete rope by a pressure sensitive switch (16).
4. A flood control pile foundation detection device according to claim 1, wherein a sleeve (20) is coaxially fixed at the lower end of the pressure plate (14), the indicating lamps (15) are circumferentially and uniformly distributed on the sleeve (20), and the diameter of the pressure plate (14) is larger than that of a circle-like structure formed by the indicating lamps (15).
CN202011601583.5A 2020-12-30 2020-12-30 Flood control pile foundation detection device Active CN112523190B (en)

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Application Number Priority Date Filing Date Title
CN202011601583.5A CN112523190B (en) 2020-12-30 2020-12-30 Flood control pile foundation detection device

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Application Number Priority Date Filing Date Title
CN202011601583.5A CN112523190B (en) 2020-12-30 2020-12-30 Flood control pile foundation detection device

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CN112523190A CN112523190A (en) 2021-03-19
CN112523190B true CN112523190B (en) 2022-08-09

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN205336741U (en) * 2016-02-26 2016-06-29 陈永裕 Can survey intelligence agricultural shovel of barrier
CN205576879U (en) * 2016-04-18 2016-09-14 河北建筑工程学院 Automatic device is visited to borer of record hammering number of times
JP2017089263A (en) * 2015-11-11 2017-05-25 株式会社大阪防水建設社 Soil sampling method
CN207571134U (en) * 2017-12-27 2018-07-03 中国地质大学(北京) A kind of soil vertical section air in-situ monitoring device
CN208251051U (en) * 2017-12-18 2018-12-18 天津市铁滨勘察设计有限公司 Static sounding device is used in a kind of test
CN109579658A (en) * 2019-01-25 2019-04-05 国网安徽省电力有限公司建设分公司 A kind of high roadbed soil body deep soil settlement survey device and method
CN109898488A (en) * 2017-12-08 2019-06-18 湖南飘派科技有限公司 A kind of supporting structure for visiting device for pricker
CN209197636U (en) * 2019-02-12 2019-08-02 中国科学院寒区旱区环境与工程研究所 Telescopic drill rod pricker is visited and ever-frozen ground active layer thickness measuring system

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017089263A (en) * 2015-11-11 2017-05-25 株式会社大阪防水建設社 Soil sampling method
CN205336741U (en) * 2016-02-26 2016-06-29 陈永裕 Can survey intelligence agricultural shovel of barrier
CN205576879U (en) * 2016-04-18 2016-09-14 河北建筑工程学院 Automatic device is visited to borer of record hammering number of times
CN109898488A (en) * 2017-12-08 2019-06-18 湖南飘派科技有限公司 A kind of supporting structure for visiting device for pricker
CN208251051U (en) * 2017-12-18 2018-12-18 天津市铁滨勘察设计有限公司 Static sounding device is used in a kind of test
CN207571134U (en) * 2017-12-27 2018-07-03 中国地质大学(北京) A kind of soil vertical section air in-situ monitoring device
CN109579658A (en) * 2019-01-25 2019-04-05 国网安徽省电力有限公司建设分公司 A kind of high roadbed soil body deep soil settlement survey device and method
CN209197636U (en) * 2019-02-12 2019-08-02 中国科学院寒区旱区环境与工程研究所 Telescopic drill rod pricker is visited and ever-frozen ground active layer thickness measuring system

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Effective date of registration: 20220707

Address after: 467000 Zhangliang street, Zhangliang Town, Lushan County, Pingdingshan City, Henan Province (in the hospital of Zhangliang finance and Taxation Office)

Applicant after: Henan Luyu Water Conservancy Engineering Co.,Ltd.

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Applicant before: Zhu Cuiyun

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Denomination of invention: Flood control pile foundation detection device

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Pledgor: Henan Luyu Water Conservancy Engineering Co.,Ltd.

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