CN112523192A - Steel chisel for flood control pile foundation detection - Google Patents

Steel chisel for flood control pile foundation detection Download PDF

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Publication number
CN112523192A
CN112523192A CN202011601607.7A CN202011601607A CN112523192A CN 112523192 A CN112523192 A CN 112523192A CN 202011601607 A CN202011601607 A CN 202011601607A CN 112523192 A CN112523192 A CN 112523192A
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CN
China
Prior art keywords
pipe
flood control
reciprocating
lead screw
pile foundation
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Application number
CN202011601607.7A
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Chinese (zh)
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CN112523192B (en
Inventor
朱翠云
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TAIZHOU DASHUN CONSTRUCTION Co.,Ltd.
Taizhou Luhui Construction Co.,Ltd.
Taizhou Wanbo Construction Engineering Co.,Ltd.
Zhejiang Hongling Construction Co.,Ltd.
Zhejiang Sanmen Xinjiang Construction Co.,Ltd.
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朱翠云
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Publication of CN112523192A publication Critical patent/CN112523192A/en
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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

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  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (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)

Abstract

The invention relates to a steel chisel for detecting a flood control pile foundation, which effectively solves the problems of low detection efficiency and complex operation caused by repeated plugging and unplugging of the 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, and the pipe circumference equipartition has a plurality of band steel sticks that can outwards stretch out, and the band steel is signed by the spacing L type that becomes of stand pipe, and the pipe sinks to soil when the hammering pipe, and the band steel is signed and is returned to the pipe in this in-process, and the band steel is signed and can realize once reciprocating the state of stretching out before this device is in twice hammering and individual, and the pipe upper end is equipped with the pilot lamp, and the pilot lamp lights when the band steel is signed and is stretched out and blocked shows the stone position in this region.

Description

Steel chisel for flood control pile foundation detection
Technical Field
The invention relates to the field of flood control pile detection equipment, in particular to a steel chisel for detecting a flood control pile foundation.
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 repeat the different position's of drill rod of going on many times the survey in a pile foundation position, the detection inefficiency detection time length is unfavorable for the quick installation of flood control stake in this process.
Disclosure of Invention
Aiming at the situation and overcoming the defects of the prior art, the invention provides the steel rod for detecting the flood control pile foundation, which effectively solves the problems of low detection efficiency and complex operation caused by repeated plugging and unplugging of the steel rod 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 tube with two closed ends, the lower end of the round tube is a tip end, the upper end inside the round tube is fixed with a motor, a motor output shaft is coaxial with the round tube, the lower end of the motor output shaft is coaxially fixed with a reciprocating lead screw, a reciprocating lead screw nut is installed on the reciprocating lead screw, a plurality of L-shaped guide tubes are uniformly distributed on the circumference of the lower end inside the round tube, the plurality of guide tubes are distributed at intervals up and down, vertical tube ends for guiding are fixedly installed with the inner wall of the round tube, transverse tube ends penetrate out from the corresponding wall of the round tube of the vertical tube end along the radial direction of the round tube, the transverse tube ends of the guide tubes are in arc guiding transitional connection with the vertical tube ends, the outer edge surface of the reciprocating lead screw nut slides along the wall of the guide tubes, an elastically deformable flat steel stick is slidably installed in each guide tube, the tip end of the flat steel stick faces the, the end face of the vertical pipe end of the guide pipe close to the axis of the round pipe is provided with a sliding chute, a sliding block is arranged in the sliding chute, the upper end of a flat steel stick is arranged on the sliding block, the upper end of each sliding block is fixedly provided with a vertical polished rod, the upper end of the polished rod penetrates through a reciprocating screw nut, a plurality of pressure sensing switches sleeved on the polished rod are evenly distributed on the circumference of the lower end face of the reciprocating screw nut, a first pressure spring is sleeved on the part of the polished rod, which is arranged between the sliding block and the reciprocating screw nut, a limiting block is arranged on the part of the polished rod, which is arranged above the reciprocating screw nut, a pressure plate is coaxially and fixedly connected above the round pipe through a second pressure spring, a motor driving switch is arranged on the upper end face of the round pipe, a delayer is arranged on the motor driving switch, the pressure plate contacts the motor driving switch, the motor driving the reciprocating, the indicator light turns on when the pressure sensor pressure increases.
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.
FIG. 4 is an enlarged view of a portion of the area A in FIG. 1 according to 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 4, the device comprises a vertical round tube 1 with two closed ends, the lower end of the round tube 1 is a tip end, a motor is fixed at the upper end inside the round tube 1, a motor output shaft is coaxial with the round tube 1, a reciprocating lead screw 2 is coaxially fixed at the lower end of the motor output shaft, a reciprocating lead screw nut 3 is installed on the reciprocating lead screw 2, a plurality of L-shaped guide tubes 4 are evenly distributed at the circumference of the lower end inside the round tube 1, the guide tubes 4 are arranged at intervals up and down, vertical tube ends of the guide tubes 4 are fixedly installed with the inner wall of the round tube 1, transverse tube ends penetrate out of the round tube 1 corresponding to the vertical tube ends along the radial direction of the round tube 1, transverse tube ends of the guide tubes 4 are in arc guide transition connection, the outer edge surface of the reciprocating lead screw nut 3 slides against the guide tubes 4, an elastically deformable flat steel stick 5 is slidably installed in each guide tube 4, and the tip end of the flat steel stick 5 faces the transverse tube end of the guide tube 4, and the wide In the up-down direction, a chute 6 is arranged on the end surface of the vertical pipe end of the guide pipe 4 close to the axis of the round pipe 1, a slide block 7 is arranged in the chute 6, the upper end of a flat steel stick 5 is arranged on the slide block 7, a vertical polished rod 8 is fixed on the upper end of each slide block 7, the upper end of the polished rod 8 penetrates through the reciprocating screw nut 3, a plurality of pressure induction switches 9 sleeved on the polished rod 8 are evenly distributed on the lower end surface of the reciprocating screw nut 3 on the circumference, a first pressure spring 10 is sleeved on the part of the polished rod 8 arranged between the slide block 7 and the reciprocating screw nut, a limiting block 11 is arranged on the part of the polished rod 8 arranged above the reciprocating screw nut 3, a pressure plate 13 is coaxially and fixedly connected above the round pipe 1 through a second pressure spring 12, a motor drive switch 14 is arranged on the upper end surface of the round pipe 1, a time delay device is arranged on the motor drive switch 14, the, the lower extreme circumference equipartition of pressure disk 13 has a plurality of pilot lamps 15 with band steel bamboo slips 5 one-to-one, and pilot lamp 15 opens when pressure sensor pressure increases.
In order to realize the installation of the pressure plate 13, the lower end of the pressure plate 13 is provided with an upright post 16, the upright post 16 penetrates through the upper end surface of the circular tube 1, the second pressure spring 12 is sleeved outside the upright post 16, one end of the second pressure spring 12 is fixed on the pressure plate 13, and the other end of the second pressure spring is fixed on the upper end surface of the circular tube 1.
In order to facilitate the limiting of the upper ends of the polish rods 8, a limiting disc 17 arranged above the guide tube 4 is arranged in the circular tube 1, the upper ends of the polish rods 8 penetrate through the limiting disc 17, and the limiting blocks 11 on the polish rods 8 are arranged between the limiting disc 17 and the reciprocating screw nuts 3.
In order to realize the installation of the indicator light 15, a sleeve 18 is coaxially fixed at the lower end of the pressure plate 13, the indicator light 15 is circumferentially and uniformly distributed on the sleeve 18, the diameter of the pressure plate 13 is larger than that of a circle-like structure formed by the indicator light 15, and the sleeve 18 can be pressed down to replace the pressure plate 13 to be in contact with the motor drive switch 14.
In order to protect the motor drive switch 14, the upper end surface of the circular tube 1 is provided with a mounting groove of the motor drive switch 14, the motor drive switch 14 is arranged in the mounting groove, and a metal contact of the motor drive switch 14 extends out of the mounting groove.
The motor is a stepping motor, the stepping motor is provided with a rotation number of turns, and the rotation number of turns ensures that the reciprocating screw 2 can drive the reciprocating screw nut 3 to complete a reciprocating motion and then stop rotating.
The specific working process of the invention is as follows: the initial state of this device is at this moment reciprocal lead screw nut 3 arranges the highest position of reciprocal lead screw 2 in, reciprocal lead screw nut 3 this moment drives a plurality of sliders 7 through stopper 11 on the polished rod 8 and moves to the highest position, a plurality of band steel are signed 5 and are retracted in the stand pipe 4, sleeve 18 does not contact motor drive switch 14 under the effect of second pressure spring 12, press pipe 1 under this state to the pile foundation underground this moment and make 1 pointed end of pipe 1 remove a section distance downwards to the constraint of leading is carried out to pipe 1 through handheld spacing putting, can carry out hammering pressure disk 13 after the completion.
In the striking process of the pressure plate 13, the pressure plate 13 is stressed to extrude the second pressure spring 12 and enable the pressure plate 13 to drive the sleeve 18 to move downwards integrally, in the process, the motor drive switch 14 is contacted with the motor drive switch 14 under the action of the delayer but cannot enable the motor to rotate, the time delay process of the delayer enables the hammering force to be continuously applied to the circular pipe 1 to enable the circular pipe 1 to move downwards further, after the movement is completed, the time delay effect of the delayer is completed, the motor rotates and drives the reciprocating lead screw 2 to rotate, the reciprocating lead screw 2 rotates to realize the reciprocating motion of the reciprocating lead screw nut 3, when the reciprocating lead screw nut 3 moves downwards, the first pressure spring 10 flexibly drives the sliding block 7 to move downwards, the sliding block 7 moves downwards to realize the extension of a plurality of flat steel sticks through the guide pipe 4 and the detection of the flat steel sticks to surrounding soil, when the reciprocating lead screw nut 3 resets upwards, the sliding block 7 is driven to move upwards, finally, the flat steel sticks 5 are lifted upwards through the sliding block 7 until all the flat steel sticks 5 are reset into the circular tube 1, the circular tube 1 is driven downwards to a specified position through reciprocating circulation, multiple times of stretching out of the flat steel sticks is completed in the process, and detection of sundries in multiple layers of soil layers is achieved.
When the steel flat stick met debris, this moment corresponded the position flat steel stick 5 and can not stretch out, along with reciprocating screw nut 3 move down, first pressure spring 10 pressure crescent, the pressure sensor switch got the electricity and made and correspond pilot lamp 15 and light to judge the position of stone, supplementary subsequent excavation, if at whole hammering, pilot lamp 15 remains the not bright state throughout, it can carry out the pile driving operation of flood control stake to prove to have debris below this pile foundation position.
Compared with the traditional equipment, the device has the following advantages:
1. this device can outwards stretch out ribbon-steel stick 5 through a hollow pipe 1 sets up in pipe 1, contact motor drive switch 14 earlier at the hammering in-process and realize the circular telegram and make a time delay under the effect of delay timer and handle, this time delay in-process realizes the hammer and beats pipe 1 downwards, this hammering process speed is very fast, thereby accomplish reciprocal stretching out of accomplishing ribbon-steel stick 5 of reciprocal lead screw nut 3's upper and lower reciprocating motion of motor action realization back, carry out the detection of a major diameter to this region, thereby get rid of the hard thing of stone in this region, can effectually carry out the effect that the downward drive also can realize the layering and survey to pipe 1, make whole stone detecting process more high-efficient laborsaving.
2. This device passes through pilot lamp 15 and the setting of forced induction switch 9 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. This device adopts the mode of intermittent type hammering, hits the time of beating short relatively, and interval time is long relatively, consequently gives reciprocating motion and provides sufficient time for whole device all has reasonable operating time beating with the in-process of surveying, makes the device more high-efficient reasonable.
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 (6)

1. The drill steel for detecting the flood control pile foundation 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 motor is fixed at the upper end inside the round pipe (1), a motor output shaft is coaxial with the round pipe (1), a reciprocating lead screw (2) is coaxially fixed at the lower end of the motor output shaft, a reciprocating lead screw nut (3) is installed on the reciprocating lead screw (2), a plurality of L-shaped guide pipes (4) are uniformly distributed at the circumference of the lower end inside the round pipe (1), the plurality of guide pipes (4) are arranged at intervals from top to bottom, a vertical pipe end of each guide pipe (4) is fixedly installed on the inner wall of the round pipe (1), a transverse pipe end penetrates out of the round pipe (1) corresponding to the vertical pipe end along the radial direction of the round pipe (1), the transverse pipe end of each guide pipe (4) is in arc guide transitional connection with the vertical pipe end, the outer edge surface of each reciprocating, an elastically deformable flat steel stick (5) is arranged in each guide pipe (4) in a sliding mode, the tip end of each flat steel stick (5) faces the horizontal pipe end of each guide pipe (4), the wide face of each flat steel stick (5) is in the up-down direction when the flat steel sticks (5) extend out of the horizontal pipe end, a sliding groove (6) is formed in the end face, close to the axis of each circular pipe (1), of the vertical pipe end of each guide pipe (4), a sliding block (7) is arranged in each sliding groove (6), the upper end of each flat steel stick (5) is arranged on each sliding block (7), a vertical polished rod (8) is fixed to the upper end of each sliding block (7), a reciprocating lead screw nut (3) penetrates through the upper end of each polished rod (8), a plurality of pressure sensing switches (9) sleeved on each polished rod (8) are evenly distributed on the circumference of the lower end face of each reciprocating lead screw nut (3), a first pressure spring (10) is sleeved on the part, the part that reciprocal lead screw nut (3) top was arranged in polished rod (8) is equipped with stopper (11), pressure disk (13) of the coaxial fixedly connected with of second pressure spring (12) is passed through to the top of pipe (1), be equipped with motor drive switch (14) on the up end of pipe (1), be equipped with the delay timer on motor drive switch (14), pressure disk (13) contact motor drive switch (14) can make motor drive reciprocal lead screw nut (3) accomplish a reciprocating motion after the delay timer delays, the lower extreme circumference equipartition of pressure disk (13) has a plurality of pilot lamps (15) of signing (5) one-to-one with the band steel, pilot lamp (15) are opened when pressure sensor pressure increases.
2. The steel chisel for detecting flood control pile foundation according to claim 1, wherein the lower end of the pressure plate (13) is provided with a column (16), the column (16) penetrates the upper end surface of the circular tube (1), the second compression spring (12) is sleeved outside the column (16), one end of the second compression spring (12) is fixed on the pressure plate (13), and the other end is fixed on the upper end surface of the circular tube (1).
3. The flood control pile foundation detection drill steel according to claim 1, wherein a limiting disc (17) is arranged in the circular tube (1) and positioned above the guide tube (4), the upper ends of the plurality of polished rods (8) penetrate through the limiting disc (17), and the limiting blocks (11) on the polished rods (8) are arranged between the limiting disc (17) and the reciprocating lead screw nut (3).
4. The flood control pile foundation detection drill steel according to claim 1, wherein a sleeve (18) is coaxially fixed at the lower end of the pressure plate (13), the indicating lamps (15) are circumferentially and uniformly distributed on the sleeve (18), the diameter of the pressure plate (13) is larger than that of a circle-like structure formed by the indicating lamps (15), and the sleeve (18) is pressed downwards to replace the pressure plate (13) to be in contact with the motor drive switch (14).
5. The flood control pile foundation detection drill steel according to claim 1, wherein the upper end surface of the circular tube (1) is provided with a mounting groove of the motor drive switch (14), the motor drive switch (14) is arranged in the mounting groove, and the metal contact of the motor drive switch (14) extends out of the mounting groove.
6. The steel chisel for detecting flood control pile foundation according to claim 1, wherein the motor is a stepping motor, the stepping motor is provided with a number of turns, and the number of turns ensures that the reciprocating screw rod (2) can drive the reciprocating screw rod nut (3) to complete a reciprocating motion and then stop rotating.
CN202011601607.7A 2020-12-30 2020-12-30 Steel chisel for flood control pile foundation detection Active CN112523192B (en)

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Application Number Priority Date Filing Date Title
CN202011601607.7A CN112523192B (en) 2020-12-30 2020-12-30 Steel chisel for flood control pile foundation detection

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Application Number Priority Date Filing Date Title
CN202011601607.7A CN112523192B (en) 2020-12-30 2020-12-30 Steel chisel for flood control pile foundation detection

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CN112523192B CN112523192B (en) 2022-03-01

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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 (7)

* 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
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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