[go: up one dir, main page]

CN209907450U - Measure pile foundation concrete and surpass auxiliary assembly who irritates - Google Patents

Measure pile foundation concrete and surpass auxiliary assembly who irritates Download PDF

Info

Publication number
CN209907450U
CN209907450U CN201920252596.2U CN201920252596U CN209907450U CN 209907450 U CN209907450 U CN 209907450U CN 201920252596 U CN201920252596 U CN 201920252596U CN 209907450 U CN209907450 U CN 209907450U
Authority
CN
China
Prior art keywords
winding roller
cable conductor
detection
concrete
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
CN201920252596.2U
Other languages
Chinese (zh)
Inventor
王浩
李锡银
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.)
Wuhan Wujian Machinery Construction Co ltd
Original Assignee
Wuhan Wujian Machinery Construction 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.)
Filing date
Publication date
Application filed by Wuhan Wujian Machinery Construction Co ltd filed Critical Wuhan Wujian Machinery Construction Co ltd
Priority to CN201920252596.2U priority Critical patent/CN209907450U/en
Application granted granted Critical
Publication of CN209907450U publication Critical patent/CN209907450U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model discloses a measure stake base concrete and surpass auxiliary assembly who irritates has solved the unsafe problem of concrete height measurement among the concrete pouring process, and its technical essential is: the utility model provides a measure stake base concrete and surpass auxiliary assembly who irritates, including the winding roller, around establishing the cable conductor on the winding roller, the one end of cable conductor is connected with and stretches into the detection device that highly detects cement in the engineering stake, the cable conductor other end is connected with and is used for connecing the block terminal of electricity, detection device is including setting up the detection case and the detection motor of setting in the detection case in cable conductor one end, it has the rotation impeller to detect the motor at the detection case external connection, be provided with rotational speed detector in the detection motor, rotational speed detector is connected with the display in block terminal department. By the scheme, the rotating speed of the rotating impeller is observed by the display, and whether the poured concrete reaches the calibrated height or not is judged by the rotating impeller at the critical point of the slurry and the concrete slurry and at different rotating speeds in the concrete.

Description

Measure pile foundation concrete and surpass auxiliary assembly who irritates
Technical Field
The utility model belongs to the technical field of the technique of engineering pile construction equipment and specifically relates to a measure stake base concrete and surpass auxiliary assembly of irritating.
Background
The construction of the bored concrete column usually comprises drilling by a drilling machine, lowering a reinforcement cage and a conduit, and pouring concrete, wherein the pouring concrete is an important part in the construction of the pile foundation of the engineering pile, and the bearing capacity of the foundation of the engineering pile depends on the quality of the pouring concrete. In the actual construction process of scene, often adopt the cotton rope to tie up the reinforcing bar and confirm the concrete height of irritating excessively, measure the precision not high, often appear the concrete height of irritating excessively high, lead to the too much waste of concrete, increased the additional investment, secondly the concrete height of irritating excessively has increased the extra expense for follow-up broken pile head, and machinery cost and labour cost greatly increased have reduced the engineering benefit.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a measure stake base concrete and surpass auxiliary assembly who irritates can realize the interior earth filling height that mixes of accurate measurement engineering stake, avoids the engineering stake to appear surpassing and irritates the phenomenon.
The utility model discloses a can realize through following technical scheme:
the utility model provides a measure stake base concrete and surpass auxiliary assembly who irritates, includes the winding roller, around establishing cable conductor on the winding roller, the one end of cable conductor is connected with and stretches into the detection device that highly detects the concrete in the engineering stake, the cable conductor other end is connected with the block terminal that is used for connecing the electricity, detection device is in including setting up the detection case and the setting in cable conductor one end detection motor in the detection case, the detection motor is in the detection case external connection has rotating impeller, be provided with rotational speed detector in the detection motor, rotational speed detector is in block terminal department is connected with the display.
Through adopting above-mentioned technical scheme, utilize the winding roller to wind the cable conductor around establishing and storing, and rotate the winding roller when needs and make the cable conductor one end that is connected with detection device transfer in the engineering stake, and make detection device reach in the engineering stake and mark the height, it rotates to make the detection motor drive rotating impeller in the detection device through the block terminal that the cable conductor other end is connected, utilize the display to observe rotating impeller's rotational speed, through rotating impeller at mud, whether the concrete that fills reaches the demarcation height is judged to different rotational speeds in concrete mud critical point and the concrete, the simple and practical easy operation of scheme, and control accuracy is higher, effectively avoid the super-irrigation to take place, reduce the later stage cost.
Further setting the following steps: the winding roller is internally provided with a hollow pore passage coaxial with the winding roller, the circumferential outer wall of the winding roller is provided with a perforation connected to the hollow pore passage, one end of a cable conductor extends into the hollow pore passage through the perforation and extends out of the winding roller from the hollow pore passage to be connected with the distribution box, and a conductive sliding ring is arranged between the end part of the cable conductor and the distribution box.
Through adopting above-mentioned technical scheme, wear out from the cavity pore on the winding roller axis with the cable conductor, avoided the live-rollers cable conductor and the one end that the block terminal is connected when the cable conductor below that will be connected with detection device one end to remove in step, nevertheless because the cable conductor will carry out the rotation around the axis when the winding roller rotates after wearing out from the winding roller axis, utilize the conductive sliding ring to carry out pivoted cable conductor and block terminal to be connected this moment, thereby realize being connected of cable conductor and block terminal and cable conductor one end and can not change transferring coiling in-process cable conductor other end position.
Further setting the following steps: the cable conductor stretches out from one end of the winding roller, and the center of the end face of the other end of the winding roller is connected with a driving motor used for driving the winding roller to rotate.
Through adopting above-mentioned technical scheme, utilize the rotation of driving motor control winding roller, and then control detection device's transfer and recovery, and driving motor can make detection device keep at required height when stopping to make things convenient for going on of filling process, avoid artifical rotation winding roller, raise the efficiency.
Further setting the following steps: the winding roller both sides are provided with the mounting bracket, winding roller both ends face center is provided with along axial extension and rotates the post, it passes to rotate the post the mounting bracket rotates with the mounting bracket to be connected, hollow hole extends to rotate one of them terminal surface of post, driving motor is connected to the opposite side rotate the post.
Through adopting above-mentioned technical scheme, the winding roller is connected the rotation that realizes the winding roller through the rotation post that its both ends set up and mounting bracket and is ann.
Further setting the following steps: winding roller one side is provided with the pole of taking a telegraph pole, the both ends fixed connection of pole of taking a telegraph pole is in both sides on the mounting bracket, it is equipped with the sleeve of taking a telegraph pole to rotate the cover on the pole of taking a telegraph pole.
Through adopting above-mentioned technical scheme, make detection device cable conductor can take and transfer on taking the line pole when transferring, make the cable conductor can vertical direction get into when getting into the engineering stake, avoid producing the wearing and tearing of buckling in stake mouthful week along the department, utilize the wearing and tearing that take the line sleeve that the rotation set up reduces the cable conductor and received to the life of extension cable conductor.
Further setting the following steps: the mounting bracket with block terminal below is provided with the transfer board that is used for shifting both, it is provided with the universal wheel to shift board bottom surface four corners.
Through adopting above-mentioned technical scheme, utilize the transfer board to make the transfer of equipment such as winding roller, block terminal more convenient, make things convenient for constructor to water the operation to many places engineering stake.
Further setting the following steps: the rotating surface of the rotating impeller is horizontally arranged.
Through adopting above-mentioned technical scheme, make the whole submergence that can be easier when rotating impeller in the engineering stake in mud or concrete, make the watering of concrete highly more accurate when conveniently detecting and observing rotational speed data.
Further setting the following steps: the rotating impeller is provided with a plurality of streamline blades at intervals in the circumferential direction.
Through adopting above-mentioned technical scheme, make the friction force or the collision degree that the impeller received when mud or concrete rotate of rotating be littleer, prolong impeller's life rotates.
To sum up, the utility model discloses a beneficial technological effect does:
(1) the filling height of the concrete in the engineering pile can be accurately detected by using the detection device, so that the follow-up over-filling phenomenon is avoided, and the extra cost is wasted;
(2) the lowering and recovery processes of the detection device are simple and rapid, so that the filling efficiency of the engineering pile is higher;
(3) the whole device is convenient to transfer, and is convenient for auxiliary filling of multiple engineering piles.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the structure of the winding roller of the present invention;
fig. 3 is a schematic structural diagram of the detection device of the present invention.
Reference numerals: 1. a transfer plate; 2. a winding roller; 3. a distribution box; 4. a universal wheel; 5. a push rod; 6. a mounting frame; 7. rotating the hole; 8. rotating the column; 9. a hollow bore; 10. perforating; 11. a conductive slip ring; 12. a detection box; 13. detecting a motor; 14. rotating the impeller; 15. a display; 16. a drive motor; 17. a wire lapping rod; 18. lapping sleeves; 19. and (3) a cable.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, for the utility model discloses a measure stake base concrete and surpass auxiliary assembly who irritates, including transferring board 1 and setting up winding roller 2 and block terminal 3 on transferring board 1. Four corners of the bottom surface of the transfer plate 1 are provided with universal wheels 4, and one side of the transfer plate 1 is provided with a push rod 5 which is convenient for moving the transfer plate 1.
Referring to fig. 1 and 2, a mounting frame 6 for mounting the winding roller 2 is fixedly arranged on the transfer plate 1, a rotation hole 7 for connecting the winding roller 2 is formed in the mounting frame 6, and a rotation bearing is mounted in the rotation hole 7. Winding roller 2 then is the columnar structure, extends at its both ends face center and is provided with and rotates post 8, rotates post 8 and is coaxial setting with winding roller 2, rotates post 8 and rotates and connect in rolling bearing and the level passes mounting bracket 6, realizes that winding roller 2 level rotates and installs in mounting bracket 6.
The winding roller 2 is wound with a cable 19, a hollow pore passage 9 coaxial with the winding roller 2 is arranged in the winding roller 2, and a through hole 10 communicated with the hollow pore passage 9 is radially arranged on the circumferential outer wall of one end of the winding roller 2. One end in the hollow pore channel 9 is arranged to the end surface of the rotating column 8 at one end, so that the hollow pore channel 9 is communicated with the outside, and the cable 19 extends into the hollow pore channel 9 through the through hole 10 and axially extends out of the winding roller 2 from the hollow pore channel 9. The end of the cable 19 is connected with a conductive slip ring 11 after extending out of the winding roller 2, and is connected with the distribution box 3 arranged on one side of the winding roller 2 through the conductive slip ring 11.
Referring to fig. 3, at the same time, the other end of the cable 19 extends out along the circumferential direction of the winding roller 2 after the cable 19 winds around the winding roller 2, and the end part is connected with a detection device for detecting the height of the concrete in the engineering pile. The detection device comprises a detection box 12 connected to the end of a cable 19, a detection motor 13 is arranged in the detection box 12, the detection motor 13 is connected with the cable 19, and a rotating impeller 14 is connected outside the detection box 12 while an output shaft of the detection motor 13 extends out of the detection box 12. The rotating impeller 14 is horizontally arranged when the detection box 12 is hoisted, and blades arranged on the rotating impeller 14 at intervals are in streamline arrangement.
Referring to fig. 1, a rotation speed detector (not shown) for measuring the rotation speed of the output shaft of the motor 13 is further provided in the detection box 12, and a display 15 connected to the rotation speed detector is provided in the distribution box 3 to display the rotation speed of the rotary impeller 14.
In order to drive the winding roller 2 to rotationally pay off, a driving motor 16 is arranged outside the winding roller 2 on the other side of the distribution box 3, and an output shaft of the driving motor 16 is fixedly connected with the rotating column 8 on the side of the winding roller 2, so that the paying off or the taking up is carried out after the driving motor 16 is started.
Referring to fig. 2, simultaneously, the outside of the mounting frame 6 at both sides of the winding roller 2 is fixedly connected with a wire lapping rod 17 in the shape of "Contraband", both ends of the wire lapping rod 17 are fixedly connected to the outer wall of the mounting frame 6, and the middle rod body of the wire lapping rod 17 is arranged in the axial direction parallel to the winding roller 2. Still rotate the cover and be equipped with overlap line sleeve 18 on the middle part body of rod of overlap line pole 17, be connected with detection device's cable conductor 19 will be walked around overlap line pole 17 and put after it in the engineering stake to reduce the bending friction that produces around cable conductor 19 and the stake mouth of engineering stake, and overlap line sleeve 18 will reduce cable conductor 19 and walk around the produced friction of overlap line pole 17 time, thereby make cable conductor 19 be difficult to ageing wear, increase of service life.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.

Claims (8)

1. The utility model provides a measure stake base concrete and surpass auxiliary assembly who irritates which characterized in that: including winding roller (2), around establishing cable conductor (19) on winding roller (2), the one end of cable conductor (19) is connected with and is used for stretching into the interior detection device who highly detects the concrete of engineering stake, cable conductor (19) other end is connected with block terminal (3) that are used for connecing the electricity, detection device is in including detection case (12) and the setting that sets up in cable conductor (19) one end detection motor (13) in detection case (12), detection motor (13) are in detection case (12) external connection has impeller (14), be provided with rotational speed detector in detection motor (13), rotational speed detector is in block terminal (3) department is connected with display (15).
2. The auxiliary equipment for measuring the over-filling of pile foundation concrete according to claim 1, characterized in that: offer in winding roller (2) with coaxial cavity pore (9) of winding roller (2), offer on winding roller (2) circumference outer wall and be connected to perforation (10) of cavity pore (9), cable conductor (19) one end is passed through perforation (10) stretch into in cavity pore (9) and follow cavity pore (9) in stretch out winding roller (2) with block terminal (3) are connected, cable conductor (19) tip with be provided with conductive sliding ring (11) between block terminal (3).
3. The auxiliary equipment for measuring the over-filling of pile foundation concrete according to claim 2, wherein: the cable (19) extends out of one end of the winding roller (2), and the center of the end face of the other end of the winding roller (2) is connected with a driving motor (16) for driving the winding roller (2) to rotate.
4. The auxiliary equipment for measuring the over-filling of pile foundation concrete according to claim 3, wherein: winding roller (2) both sides are provided with mounting bracket (6), winding roller (2) both ends face center is provided with along axial extension and rotates post (8), it passes to rotate post (8) mounting bracket (6) and rotate with mounting bracket (6) and be connected, cavity pore (9) extend to rotate one of them terminal surface of post (8), driving motor (16) are connected to the opposite side rotate post (8).
5. The auxiliary equipment for measuring the over-filling of pile foundation concrete according to claim 4, wherein: winding roller (2) one side is provided with line taking pole (17), the both ends fixed connection of line taking pole (17) is in both sides on mounting bracket (6), it is equipped with line taking sleeve (18) to rotate the cover on line taking pole (17).
6. The auxiliary equipment for measuring the over-filling of pile foundation concrete according to claim 5, wherein: mounting bracket (6) and block terminal (3) below is provided with and is used for shifting board (1) between them, it is provided with universal wheel (4) to shift board (1) bottom surface four corners.
7. The auxiliary equipment for measuring the over-filling of pile foundation concrete according to claim 1, characterized in that: the rotating surface of the rotating impeller (14) is horizontally arranged.
8. The auxiliary equipment for measuring the over-filling of pile foundation concrete according to claim 7, wherein: the rotating impeller (14) is provided with a plurality of streamline blades at intervals in the circumferential direction.
CN201920252596.2U 2019-02-27 2019-02-27 Measure pile foundation concrete and surpass auxiliary assembly who irritates Expired - Fee Related CN209907450U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920252596.2U CN209907450U (en) 2019-02-27 2019-02-27 Measure pile foundation concrete and surpass auxiliary assembly who irritates

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920252596.2U CN209907450U (en) 2019-02-27 2019-02-27 Measure pile foundation concrete and surpass auxiliary assembly who irritates

Publications (1)

Publication Number Publication Date
CN209907450U true CN209907450U (en) 2020-01-07

Family

ID=69032051

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920252596.2U Expired - Fee Related CN209907450U (en) 2019-02-27 2019-02-27 Measure pile foundation concrete and surpass auxiliary assembly who irritates

Country Status (1)

Country Link
CN (1) CN209907450U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111976925A (en) * 2020-08-31 2020-11-24 江西科技学院 Underwater robot

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111976925A (en) * 2020-08-31 2020-11-24 江西科技学院 Underwater robot

Similar Documents

Publication Publication Date Title
CN209907450U (en) Measure pile foundation concrete and surpass auxiliary assembly who irritates
CN110307882B (en) Floating type water level measuring instrument for rock engineering investigation and measuring method thereof
CN112097739A (en) Inclination measuring robot and inclination measuring method
CN109631842A (en) A kind of full-automatic inclination measurement system and its monitoring method
CN110195448B (en) Probe rod device for cast-in-place pile and pile top height and pile diameter real-time measurement method
CN116180713B (en) Karst area deep foundation pit pile foundation construction karst cave processing device and method
CN219194166U (en) Hoisting device for bored pile reinforcement cage
CN108914989B (en) Settlement monitoring equipment under big discrepancy in elevation condition
JPH0674637U (en) Pile support layer detector
CN219951899U (en) Karst cave processing device used in pile foundation construction
CN117647223A (en) Rotary type inclinometer, rotary type inclinometer system and inclination measuring method
CN216900129U (en) Permeable pipe with liftable osmometer
CN212806887U (en) Pile foundation hole depth measuring device
CN212269116U (en) Foundation pit inclination measuring winch
CN206192299U (en) Ultra -deep pile hole concrete fills a height detection operating system
CN211773675U (en) Rotary intelligent pile filling machine
CN219714220U (en) Device for measuring concrete elevation of underground continuous wall based on intelligent floating ball method principle
CN111663524B (en) Cast-in-place pile casting elevation monitoring device and construction method thereof
CN212158735U (en) Geotechnical engineering reconnaissance ground water level survey device
CN211773673U (en) Coiled intelligent pile filling machine
CN110528516B (en) Device and method for enhancing stability of steel casing during hole forming construction
CN209619982U (en) A spiral plate load testing device
CN215710832U (en) Improved cable and improved manual winding and unwinding device for replaceable inclinometer
CN108894203B (en) Installation method of settlement monitoring equipment under large height difference condition
CN206768888U (en) A kind of stake holes sounding gear

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200107

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