CN212512963U - Pile foundation bottom sediment thickness detects instrument - Google Patents

Pile foundation bottom sediment thickness detects instrument Download PDF

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Publication number
CN212512963U
CN212512963U CN202021280433.4U CN202021280433U CN212512963U CN 212512963 U CN212512963 U CN 212512963U CN 202021280433 U CN202021280433 U CN 202021280433U CN 212512963 U CN212512963 U CN 212512963U
Authority
CN
China
Prior art keywords
pipe
groove
sleeve
ring
pile foundation
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN202021280433.4U
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Chinese (zh)
Inventor
王应东
高雪峰
龚昌锋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
First Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
Original Assignee
First Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Application filed by First Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd filed Critical First Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
Priority to CN202021280433.4U priority Critical patent/CN212512963U/en
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Publication of CN212512963U publication Critical patent/CN212512963U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a pile foundation bottom sediment thickness detects instrument relates to pile foundation bottom and detects technical field, including pipe and adjusting device, the port department of pipe is equipped with the sleeve pipe, and the position that the pipe was kept away from on the sleeve pipe surface has seted up the groove ring, and the spout has been seted up in the one end slope that the pipe was kept away from to the sleeve pipe, and spout intercommunication groove ring, the surface cover of groove ring have adjusting device, and adjusting device includes the sliding ring, and the sliding ring cover is on the surface of groove ring, and the inside and the groove ring of sliding ring rotate to be connected. The utility model discloses, utilize the sliding ring to promote the spiller, thereby make the spiller slide in the spout is inside, thereby reach the length of adjusting the spiller and stretching out the spout, utilize the pipe to drive the sleeve pipe and rotate, thereby make the broken ground of spiller of sleeve pipe port, utilize the shovel piece to follow the sleeve pipe and rotate the inside earth of broken sleeve pipe, thereby reached and directly punched and sent into underground effect with test probe, thereby solved the hole of beating again and still exist and can be buried the problem by earth, thereby lead to not good transferring the problem that the pile foundation is low with the probe.

Description

Pile foundation bottom sediment thickness detects instrument
Technical Field
The utility model relates to a pile foundation bottom detects technical field, especially relates to a pile foundation bottom sediment thickness detection instrument.
Background
Deep foundations consisting of piles and pile caps connected to the tops of the piles or single-pile foundations consisting of columns connected to pile foundations, referred to as pile foundations for short. If the pile body is completely buried in the soil and the bottom surface of the bearing platform is contacted with the soil body, the pile body is called a low bearing platform pile foundation; when the upper part of the pile body is exposed out of the ground and the bottom of the pile cap is positioned above the ground, the pile body is called a high pile cap pile foundation. Building pile foundations are typically low cap pile foundations.
It is inside that present detects pile foundation bottom sediment thickness often needs to fill in the pile foundation with the probe of pile foundation detector, can lead to earth to collapse when near the pile foundation earth is comparatively soft and give the inspection hole and plug up, leads to need to drill hole again and places the probe, and the hole of beating again still exists and can be buried the problem by earth to lead to not good transferring the problem that the pile foundation is low with the probe.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a pile foundation bottom sediment thickness detection tool.
In order to achieve the above purpose, the utility model adopts the following technical scheme: a tool for detecting the thickness of the sediment at the bottom of a pile foundation comprises a pipe and an adjusting device, wherein a sleeve is arranged at the port of the pipe, the surface of the sleeve is provided with a groove ring at a position far away from the pipe, one end of the sleeve far away from the pipe is obliquely provided with a sliding groove, the chute is communicated with a groove ring, the surface of the groove ring is sleeved with an adjusting device, the adjusting device comprises a slip ring, the slip ring is sleeved on the surface of the groove ring, the inner part of the slip ring is rotationally connected with the groove ring, the surface of the slip ring is fixedly connected with a scraper knife, the scraper knife is positioned in the sliding groove and slides, the inner wall of the groove ring is provided with an installation groove, the inner wall of the installation groove is inserted with a screw rod, the surface of the screw rod is in threaded connection with the mounting groove, one end, far away from the pipe, of the screw rod is fixedly connected with a rubber cushion pad, the surface of the cushion pad is in contact with the sliding ring, and a detection probe is clamped inside the sleeve.
Preferably, the sliding grooves are formed in a threaded linear inclined manner and are uniformly distributed on the surface of the sleeve.
Preferably, the inner wall of the sleeve is provided with a protective device, the protective device comprises a mounting disc, and one end, far away from the pipe, of the mounting disc is fixedly connected with a shovel block.
Preferably, the mounting disc is positioned on one side of the detection probe far away from the pipe, and the surface of the mounting disc is clamped with the detection probe.
Preferably, the surface of the pipe is provided with a connecting device, the connecting device comprises an embracing groove, the embracing groove is arranged on the surface of the pipe, a clamping hole is formed in the inner bottom wall of the embracing groove, a hoop is clamped inside the embracing groove, and one end, far away from the pipe, of an inserting block fixedly connected to the surface of the hoop is inserted into the surface of the sleeve.
Preferably, the both sides of inserted block all are equipped with the installation arm, two the one end and the sleeve pipe fixed connection of installation arm, the inside of installation arm is inserted and is equipped with the gag lever post, the port department fixedly connected with cylinder of gag lever post, the one end and the sleeve pipe fixed connection of gag lever post are kept away from to the cylinder.
Compared with the prior art, the utility model has the advantages and positive effects that,
1. the utility model discloses in, through setting up adjusting device, through the mounting panel with test probe card in the sheathed tube inside, it makes the screw rod rotate at the inside pipe wall screw thread to rotate the screw rod, promote the sliding ring through the screw rod and slide to the direction of keeping away from the pipe on the surface of groove ring, utilize the sliding ring to promote the spiller, thereby make the spiller slide in the spout is inside, thereby reach the length that adjusts the spiller and stretch out the spout, utilize the pipe to drive the sleeve pipe and rotate, thereby make the broken ground of the spiller of sleeve pipe port, utilize the shovel piece to follow the sleeve pipe and rotate the inside earth of broken cover pipe, thereby reached and directly punched and sent into underground effect with test probe, thereby solved the hole of beating again and still exist and can be buried the problem by earth, thereby lead.
2. The utility model discloses in, through setting up connecting device, through the staple bolt card at embracing inslot portion, fix staple bolt surface protrusion with the help of the card hole to make the staple bolt card on the pipe surface, drive the pipe through the connecting block and insert on the sheathed tube surface, it is spacing to utilize two installation arms of sleeve pipe port to carry out the inserted block, it is further spacing to carry out the inserted block through the inside gag lever post of installation arm, thereby fix the staple bolt at the sleeve pipe port, thereby take the gag lever post out through the cylinder and make and loosen between pipe and the sleeve pipe.
Drawings
Fig. 1 is a schematic view of a three-dimensional structure of a tool for detecting the thickness of sediment at the bottom of a pile foundation;
fig. 2 is an explosion structure diagram of the tool for detecting the thickness of the sediment at the bottom of the pile foundation of the utility model;
fig. 3 is a schematic structural view of a portion a in fig. 1 in the tool for detecting the thickness of the bottom sediment of the pile foundation of the present invention;
fig. 4 is the utility model provides a B department's schematic structure of fig. 1 among pile foundation bottom sediment thickness detection instrument.
Illustration of the drawings: 1. a tube; 2. a sleeve; 3. a groove ring; 4. a chute; 5. an adjustment device; 51. a slip ring; 52. a screw; 53. a cushion pad; 54. a scraper knife; 6. mounting grooves; 7. a connecting device; 71. mounting an arm; 72. a limiting rod; 73. inserting a block; 74. a cylinder; 75. hooping; 76. embracing the groove; 77. a clamping hole; 8. detecting a probe; 9. a guard; 91. mounting a disc; 92. and (5) shoveling blocks.
Detailed Description
In order to make the above objects, features and advantages of the present invention more clearly understood, the present invention will be further described with reference to the accompanying drawings and examples. It should be noted that the embodiments and features of the embodiments of the present application may be combined with each other without conflict.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced in other ways than those specifically described herein, and therefore the present invention is not limited to the limitations of the specific embodiments of the present disclosure.
Embodiment 1, as shown in fig. 1-4, the utility model provides a pile foundation bottom sediment thickness detects instrument, including pipe 1 and adjusting device 5, the port department of pipe 1 is equipped with sleeve pipe 2, and pipe 1 has been kept away from on the sleeve pipe 2 surface position seted up the groove ring 3, and pipe 1 has been kept away from to sleeve pipe 2 one end slope seted up spout 4, and spout 4 intercommunication groove ring 3, the surperficial cover of groove ring 3 have adjusting device 5.
The specific arrangement and function of the adjusting means 5 and the connecting means 7 will be described in detail below.
As shown in fig. 2 and fig. 3, the adjusting device 5 includes a sliding ring 51, the sliding ring 51 is sleeved on the surface of the groove ring 3, the inside of the sliding ring 51 is rotatably connected with the groove ring 3, a scraper 54 is fixedly connected to the surface of the sliding ring 51, the scraper 54 slides inside the sliding groove 4, the inner wall of the groove ring 3 is provided with a mounting groove 6, the inner wall of the mounting groove 6 is inserted with a screw 52, the surface of the screw 52 is in threaded connection with the mounting groove 6, one end of the screw 52 away from the pipe 1 is fixedly connected with a rubber buffer 53, the surface of the buffer 53 is in contact with the sliding ring 51, the inside of the casing 2 is clamped with the detecting probe 8, the sliding groove 4 is obliquely provided in a thread shape, the sliding groove 4 is uniformly distributed on the surface of the casing 2, the inner wall of the casing 2 is provided with a protecting device 9, the protecting device 9 includes a mounting disc 91, one end of the, the surface of the mounting plate 91 is engaged with the inspection probe 8.
The effect achieved by the name owner innovation point of the whole first device is that, by arranging the adjusting device 5, the detection probe 8 is clamped in the sleeve 2 through the mounting plate, the screw 52 is rotated to enable the screw 52 to rotate on the inner wall of the sleeve 2 in a threaded manner, the slide ring 51 is pushed by the screw 52 to slide on the surface of the groove ring 3 in a direction away from the pipe 1, the blade 54 is pushed by the slide ring 51, so that the scraper knife 54 slides in the chute 4, thereby adjusting the length of the scraper knife 54 extending out of the chute 4, driving the sleeve 2 to rotate by using the pipe 1, so that the scraper knife 54 at the end of the casing 2 crushes the ground, the scraper block 92 rotates along with the casing 2 to crush the soil inside the casing 2, thereby reached and directly punched and sent into the underground effect with test probe 8 to the hole of having solved and having beaten again still exists can be buried by earth the problem, thereby leads to not well transferring the problem that the pile foundation is low with the probe.
As shown in fig. 2 and 4, the connecting device 7 is disposed on the surface of the pipe 1, the connecting device 7 includes an embracing groove 76, the embracing groove 76 is disposed on the surface of the pipe 1, a clamping hole 77 is disposed on an inner bottom wall of the embracing groove 76, a hoop 75 is clamped inside the embracing groove 76, one end of an insert 73, which is far away from the pipe 1, of the hoop 75 is fixedly connected to the surface of the sleeve 2, mounting arms 71 are disposed on two sides of the insert 73, one ends of the two mounting arms 71 are fixedly connected to the sleeve 2, a limiting rod 72 is inserted inside the mounting arms 71, an air cylinder 74 is fixedly connected to a port of the limiting rod 72, and one end of the air cylinder 74, which is far away from the limiting rod 72, is fixedly connected.
The effect that its whole connecting device 7 reaches does, through setting up connecting device 7, block inside embracing groove 76 through staple bolt 75, fix staple bolt 75 surface arch with the help of card hole 77, thereby make staple bolt 75 block on pipe 1 surface, drive pipe 1 through the connecting block and insert the surface at sleeve pipe 2, two installation arms 71 that utilize the sleeve pipe 2 port carry on spacingly with inserted block 73, it is further spacing to inserted block 73 through the inside gag lever post 72 of installation arm 71, thereby fix staple bolt 75 at the sleeve pipe 2 port, thereby take out gag lever post 72 through cylinder 74 and make and loosen between pipe 1 and the sleeve pipe 2.
The integral working principle is that the hoop 75 is clamped inside the holding groove 76, the surface bulge of the hoop 75 is fixed by means of the clamping hole 77, so that the hoop 75 is clamped on the surface of the pipe 1, the pipe 1 is driven to be inserted on the surface of the sleeve 2 through the connecting block, the insert block 73 is limited by using two mounting arms 71 at the port of the sleeve 2, the insert block 73 is further limited by using the limiting rod 72 inside the mounting arms 71, so that the hoop 75 is fixed at the port of the sleeve 2, the limiting rod 72 is drawn out through the air cylinder 74 so as to loosen the pipe 1 and the sleeve 2, the detection probe 8 is clamped inside the sleeve 2 through the mounting plates by arranging the adjusting device 5, the screw 52 is rotated to enable the screw 52 to rotate on the inner wall of the sleeve 2, the sliding ring 51 is pushed by the screw 52 to slide on the surface of the groove ring 3 in the direction far away from the pipe 1, the scraper 54 is pushed by the sliding ring 51, so that, thereby reach the length that adjusts spiller 54 and stretch out spout 4, utilize pipe 1 to drive sleeve pipe 2 and rotate to make the spiller 54 of sleeve pipe 2 port broken ground, utilize shovel piece 92 to follow sleeve pipe 2 and rotate the inside earth of broken sleeve pipe 2, thereby reached and directly punched and sent into the underground effect with test probe 8, thereby solved the hole of pounding again and still exist and can be buried the problem by earth, thereby lead to not being good transferring the problem that the pile foundation is low with the probe.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in other forms, and any person skilled in the art may use the above-mentioned technical contents to change or modify the equivalent embodiment into equivalent changes and apply to other fields, but any simple modification, equivalent change and modification made to the above embodiments according to the technical matters of the present invention will still fall within the protection scope of the technical solution of the present invention.

Claims (6)

1. The utility model provides a pile foundation bottom sediment thickness detects instrument, includes pipe (1) and adjusting device (5), its characterized in that: the pipe is characterized in that a port of the pipe (1) is provided with a sleeve (2), a groove ring (3) is arranged at a position, far away from the pipe (1), of the surface of the sleeve (2), one end, far away from the pipe (1), of the sleeve (2) is inclined to form a sliding groove (4), the sliding groove (4) is communicated with the groove ring (3), an adjusting device (5) is sleeved on the surface of the groove ring (3), the sliding ring (51) is sleeved on the surface of the groove ring (3), the inside of the sliding ring (51) is rotatably connected with the groove ring (3), a scraper knife (54) is fixedly connected to the surface of the sliding ring (51), the scraper knife (54) is located in the sliding groove (4) to slide, an installation groove (6) is formed in the inner wall of the groove ring (3), a screw rod (52) is inserted into the inner wall of the installation groove (6), and the surface of the screw rod (52) is in threaded, one end of the screw rod (52) far away from the pipe (1) is fixedly connected with a rubber buffer (53), the surface of the buffer (53) is contacted with the sliding ring (51), and the detection probe (8) is clamped inside the sleeve (2).
2. The pile foundation bottom sediment thickness detection instrument of claim 1, characterized in that: the sliding grooves (4) are formed in a threaded linear inclined mode, and the sliding grooves (4) are evenly distributed on the surface of the sleeve (2).
3. The pile foundation bottom sediment thickness detection instrument of claim 1, characterized in that: the inner wall of sleeve pipe (2) is equipped with protector (9), protector (9) are including mounting disc (91), one end fixedly connected with shovel piece (92) of pipe (1) are kept away from in mounting disc (91).
4. The pile foundation bottom sediment thickness detection instrument of claim 3, characterized in that: the mounting disc (91) is located one side of the detection probe (8) far away from the pipe (1), and the surface of the mounting disc (91) is connected with the detection probe (8) in a clamping mode.
5. The pile foundation bottom sediment thickness detection instrument of claim 1, characterized in that: the pipe is characterized in that a connecting device (7) is arranged on the surface of the pipe (1), the connecting device (7) comprises an embracing groove (76), the embracing groove (76) is arranged on the surface of the pipe (1), a clamping hole (77) is formed in the inner bottom wall of the embracing groove (76), a hoop (75) is clamped inside the embracing groove (76), and one end, far away from the pipe (1), of an inserting block (73) fixedly connected to the surface of the hoop (75) is inserted into the surface of the sleeve (2).
6. The pile foundation bottom sediment thickness detection instrument of claim 5, characterized in that: the both sides of inserted block (73) all are equipped with installation arm (71), two the one end and sleeve pipe (2) fixed connection of installation arm (71), the inside of installation arm (71) is inserted and is equipped with gag lever post (72), the port department fixedly connected with cylinder (74) of gag lever post (72), the one end and sleeve pipe (2) fixed connection of gag lever post (72) are kept away from in cylinder (74).
CN202021280433.4U 2020-07-02 2020-07-02 Pile foundation bottom sediment thickness detects instrument Expired - Fee Related CN212512963U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021280433.4U CN212512963U (en) 2020-07-02 2020-07-02 Pile foundation bottom sediment thickness detects instrument

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021280433.4U CN212512963U (en) 2020-07-02 2020-07-02 Pile foundation bottom sediment thickness detects instrument

Publications (1)

Publication Number Publication Date
CN212512963U true CN212512963U (en) 2021-02-09

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Application Number Title Priority Date Filing Date
CN202021280433.4U Expired - Fee Related CN212512963U (en) 2020-07-02 2020-07-02 Pile foundation bottom sediment thickness detects instrument

Country Status (1)

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CN (1) CN212512963U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114046743A (en) * 2021-09-24 2022-02-15 浙江大学 Intelligent monitoring system for wharf pile foundation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114046743A (en) * 2021-09-24 2022-02-15 浙江大学 Intelligent monitoring system for wharf pile foundation

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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20210209

Termination date: 20210702