CN200992970Y - Deep soil subgrade core drilling rig - Google Patents

Deep soil subgrade core drilling rig Download PDF

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Publication number
CN200992970Y
CN200992970Y CN 200620201030 CN200620201030U CN200992970Y CN 200992970 Y CN200992970 Y CN 200992970Y CN 200620201030 CN200620201030 CN 200620201030 CN 200620201030 U CN200620201030 U CN 200620201030U CN 200992970 Y CN200992970 Y CN 200992970Y
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CN
China
Prior art keywords
shaft
core
chain wheel
reducer
soil
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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 - Lifetime
Application number
CN 200620201030
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Chinese (zh)
Inventor
王世高
王灏
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.)
Beijing Road and Bridge Construction Co., Ltd.
Beijing Municipal Construction Co Ltd
Beijing Municipal Engineering Research Institute
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Beijing Municipal Engineering Research Institute
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Priority to CN 200620201030 priority Critical patent/CN200992970Y/en
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Publication of CN200992970Y publication Critical patent/CN200992970Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Sampling And Sample Adjustment (AREA)
  • Earth Drilling (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The utility model discloses a coring drilling machine for the deep soil matrix. One side of a trolley is provided with a dynamo and a control system, while the other side of the trolley is provided with a chassis, a track and a lifting feed device; the track is attached with a gyrator whose vertical shaft can be detachably connected with a coil drill stem. A motor of the lifting feed device is connected with a reducer by a shaft joint, a power output end of the reducer is coaxially connected with a chain wheel shaft of a wound roll shaft which is connected with a wound roll shaft clutch and a wire cable wound roll, the chain wheel shaft is connected with a chain wheel shaft clutch, a chain wheel, a chain wheel arrester and a hand wheel. The wire cable which is rolled on the wire cable wound roll hangs down by a guide wheel on the chassis, whose terminal is connected with a hook which can be detachably connected with a heavy bob; the hanging lower part of the heavy bob is corresponding to the coring drill stem whose top is connected with an anvil head, the bottom of the coring drill stem is connected with a geotome. The utility model samples the core which is similar to the raw soil condition, which reduces the perturbation of the drilling operation to the raw soil and prevents the soil body compactness at the original state and the water content from changing.

Description

Deep layer soil matrix core drilling rig
(1) technical field
The utility model relates to a kind of engineering machinery, particularly a kind of deep layer soil matrix core drilling rig.
(2) background technology
That roadbed rolls or rams is unreal, underground utilities and other underground structure based process are improper etc., and the construction quality defective often causes serious surface settlement, and urban ground, road and various building sink, and the phenomenon of the sudden depression of road takes place repeatedly behind the rain particularly.The soil compaction degree of strengthening the engineering construction acceptance phase detects, and is the effective measures that prevent geological disaster due to the above-mentioned reason, and still lacks the effective technical means support at present.The existing core drilling rig that can carry out about 1~5m is mainly used in the operation of geological prospecting class, the rotary drilling dual mode that percussion drilling and employing fill cycle are arranged, this dual mode all is difficult to avoid the disturbance to the soil body, because it is the detection of soil compaction degree has higher requirement to getting the core quality, therefore all inapplicable.The technical requirements that other various rigs that are used for engineering construction all detect with deep layer soil matrix degree of compaction at aspects such as apparatus-form, function of use and performance parameters has than big-difference.
(3) utility model content
The purpose of this utility model provides a kind of deep layer soil matrix core drilling rig, the mainly technical problem of Xie Jueing: institute's core of getting reduces the disturbance of bore operation to original soil near the original soil state, avoids the change to soil body in place density and water content.And solve first auger boring, the technical problem get system's conversion in the core process is impacted in the back.
The purpose of this utility model is achieved in that
A kind of deep layer soil matrix core drilling rig, chassis one side has generator and control system, and the chassis opposite side is equipped with frame and guide rail and lifting feed arrangement, it is characterized in that:
Adhere to the single-revolution device on guide rail, the vertical shaft and the auger stem of gyrator removably connect;
Promote feed arrangement a motor that places on the bearing is arranged, motor is connected with reducer by shaft coupling, the power output shaft of reducer is connected with spool shaft and sprocket shaft are coaxial, connect spool shaft clutch and cable drum on the spool shaft, connection chain wheel shaft clutch, sprocket wheel, sprocket shaft brake and handwheel on the sprocket shaft;
Above-mentioned sprocket wheel is in transmission connection by chain and gyrator;
The guide wheel of wire rope on frame that volume is put on the above-mentioned cable drum hangs down, and the end connects a suspension hook, and this suspension hook and weight removably connect; The below of weight suspention is vertical corresponding with coring drill rod, and the higher authorities of coring drill rod connect the anvil head, and following of coring drill rod connects soil sampler.
Above-mentioned soil sampler is a back cover sleeve-shaped parts up, the inwall of sleeve pipe is equipped with first from top to bottom successively and gets core bushing pipe, second and get core bushing pipe, the 3rd and get the core bushing pipe, the upper end of sleeve pipe is a joint, the bottom inwall that its top has air vent, sleeve pipe has internal thread, and the steel loop identical with an external diameter be threaded, and the bottom of steel loop sharply is a cutting ring shape.
The utility model is compared the beneficial effect that has with existing conventional art:
1, deep layer is got the core mode and is adopted the spiral method of creeping into to hole earlier to desired depth, and the special soil sampler that changes the outfit then carries out tension weight churning and gets the mode of core and carry out deep layer and get core.Institute's core of getting has reduced the disturbance of bore operation to original soil near the original soil state, has avoided the change to soil body in place density and water content.
2, the used soil sampler of the utility model is simple in structure, easy to use, reduces drilling through the disturbance of operation to getting core as far as possible
3, lifting feed mechanism of the present utility model, spiral drilling machine promote feeding and the coaxial supply of weight lifting required drive, and are distributed by electromagnetic clutch.This drive system structure compactness, easy and simple to handle, solved first auger boring, the back problem of getting system's conversion in the core process of impacting.
The utility model adopts the spiral method of creeping into to hole to desired depth, the special soil sampler that changes the outfit then carries out tension weight churning and gets the deep layer of core and get the core mode, can and original soil not had under disturbance (or the few disturbance) situation and get core at certain depth of stratum, realize the rapid drilling operation, prevent that Yin Luji from rolling or ramming construction quality defectives such as unreal, underground utilities and other underground structure based process be improper and causing surface settlement.The deep layer soil matrix degree of compaction that can be used for road and other building detects sampling.
(4) description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the schematic diagram of the utility model in the auger boring duty.
Fig. 3 is the schematic diagram of the utility model at hammering core work state.
Fig. 4 is the structural representation of soil sampler.
Fig. 5 is the structural representation that promotes feed arrangement;
Fig. 6 is the lateral view of Fig. 5.
Fig. 7 is the schematic diagram that promotes the sprocket wheel drive gyrator of feed arrangement;
Fig. 8 is that the lifting feed arrangement is fixed on the schematic diagram on the frame.
Among the figure: 1-guide rail, 2-gyrator, 3-promote feed arrangement, 4-chassis, 5-generator, 6-control system, 7-auger stem, 8-wire rope, 9-suspension hook, 10-weight, 11-anvil head, 12-coring drill rod, 13-soil sampler, 14-frame, 15-guide wheel, 16-chain.
301-bearing, 302-spool shaft clutch, 303-spool shaft, 304-cable drum, 305-sprocket shaft clutch, 306 sprocket shafts, 307 sprocket shaft brakes, 308-handwheel, 309-reducer, 310-shaft coupling, 311-motor.
131-air vent, 132-joint, 133-sleeve pipe, 134-first get that core bushing pipe, 135-second are got the core bushing pipe, 136-the 3rd gets core bushing pipe, 137-steel loop, 138-cutting ring.
(5) specific embodiment
Embodiment is referring to Fig. 1, this deep layer soil matrix core drilling rig, and chassis 4 one sides have generator 5 and control system 6, and the chassis opposite side is equipped with frame 14 and guide rail 1 and promotes feed arrangement 3.
Referring to Fig. 2, on guide rail 1, adhere to single-revolution device 2, the vertical shaft of gyrator and auger stem 7 removably connect.
Referring to Fig. 3, the guide wheel 15 of wire rope 8 on frame that volume is put on the above-mentioned cable drum hangs down, and the end connects a suspension hook 9, and this suspension hook and weight 10 removably connect; The below of weight suspention is vertical corresponding with coring drill rod 12, and the higher authorities of coring drill rod connect anvil head 11, and following of coring drill rod connects soil sampler 13.
Deep layer soil matrix core drilling rig core work process:
1, location, the scene of rig and adjustment; 2, auger stem is installed; 3,, adopt spiral to creep into method boring to the predetermined core degree of depth of getting referring to Fig. 2; 4, withdraw from auger stem; 5, the soil sampler that changes the outfit; 6,, carry out tension weight churning and get core referring to Fig. 3; 7, withdraw from soil sampler; 8, take out core.
Referring to Fig. 4, soil sampler is a back cover sleeve-shaped parts up, the inwall of sleeve pipe 133 is equipped with first from top to bottom successively and gets core bushing pipe 134, second and get core bushing pipe the 135, the 3rd and get core bushing pipe 136, the upper end of sleeve pipe is a joint 132, the bottom inwall that its top has air vent 131, sleeve pipe has internal thread, and the steel loop 137 identical with an external diameter be threaded, and the bottom of steel loop sharply is a cutting ring 138.
Referring to Fig. 5-6, promote feed arrangement a motor 311 that places on the bearing 301 is arranged, motor is connected with reducer 309 by shaft coupling 310, the power output shaft of reducer 309 and spool shaft 303 and 306 coaxial connections of sprocket shaft, connect spool shaft clutch 302 and cable drum 304 on the spool shaft 303, connection chain wheel shaft clutch 305 on the sprocket shaft 306, with sprocket wheel, sprocket shaft brake 307 and the handwheel 308 of sprocket shaft 306 one.
Referring to Fig. 7, promote feed arrangement 3 and be fixed on the frame 14, sprocket wheel is driven gyrator 2 and is moved up and down by chain 16 transmissions.
Referring to Fig. 8, promote feed arrangement 3 and be fixed on the frame 14 by its bearing 301.
The using method of soil sampler: built-in three joints of soil sampler are got the core bushing pipe.Impact is got core and is finished, and takes out bushing pipe from get core sleeve.Have boring to be stayed loosened soil by avoiding being got core, first gets that core does not stay in the core bushing pipe.Second gets core bushing pipe and the 3rd gets core mark, encapsulation, test respectively in the core bushing pipe, and comprehensively the two experimental data draws the degree of compaction result of taken point, can reduce testing error.
Promote the operating principle of feed arrangement: promote feed arrangement and be to realizing rotary reducer lifting in the drilling process and getting and promote weight in the core process, extract the special transmission mechanism that action such as drilling rod designs.
Motor, reductor provide power for steel wire rope coiler axis, sprocket shaft, and its power distribution is by the electromagnetic clutch control of each.When promoting weight or sampling drilling rod, power is offered cable drum by control spool shaft clutch.When promoting rotary reducer, power is offered sprocket wheel by Quality Initiative wheel shaft clutch; Handwheel and sprocket shaft brake are used the feeding of control rig, and during releasing of brake, rotary reducer descends, and controls its falling speed by handwheel, to adjust the rig amount of feeding.

Claims (2)

1. deep layer soil matrix core drilling rig, chassis one side has generator and control system, and the chassis opposite side is equipped with frame and guide rail and lifting feed arrangement, it is characterized in that:
Adhere to the single-revolution device on guide rail, the vertical shaft and the auger stem of gyrator removably connect;
Promote feed arrangement a motor that places on the bearing is arranged, motor is connected with reducer by shaft coupling, the power output shaft of reducer is connected with spool shaft and sprocket shaft are coaxial, connect spool shaft clutch and cable drum on the spool shaft, connection chain wheel shaft clutch, sprocket wheel, sprocket shaft brake and handwheel on the sprocket shaft;
Above-mentioned sprocket wheel is in transmission connection by chain and gyrator;
The guide wheel of wire rope on frame that volume is put on the above-mentioned cable drum hangs down, and the end connects a suspension hook, and this suspension hook and weight removably connect; The below of weight suspention is vertical corresponding with coring drill rod, and the higher authorities of coring drill rod connect the anvil head, and following of coring drill rod connects soil sampler.
2. deep layer soil matrix core drilling rig according to claim 1, it is characterized in that: above-mentioned soil sampler is a back cover sleeve-shaped parts up, the inwall of sleeve pipe is equipped with first from top to bottom successively and gets core bushing pipe, second and get core bushing pipe, the 3rd and get the core bushing pipe, the upper end of sleeve pipe is a joint, the bottom inwall that its top has air vent, sleeve pipe has internal thread, and the steel loop identical with an external diameter be threaded, and the bottom of steel loop sharply is a cutting ring shape.
CN 200620201030 2006-12-13 2006-12-13 Deep soil subgrade core drilling rig Expired - Lifetime CN200992970Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200620201030 CN200992970Y (en) 2006-12-13 2006-12-13 Deep soil subgrade core drilling rig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200620201030 CN200992970Y (en) 2006-12-13 2006-12-13 Deep soil subgrade core drilling rig

Publications (1)

Publication Number Publication Date
CN200992970Y true CN200992970Y (en) 2007-12-19

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CN 200620201030 Expired - Lifetime CN200992970Y (en) 2006-12-13 2006-12-13 Deep soil subgrade core drilling rig

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452724A (en) * 2014-10-20 2015-03-25 中国水利水电第五工程局有限公司 Adjusting method for water content of high-plasticity clay and hole forming device of high-plasticity clay
CN105178844A (en) * 2015-10-13 2015-12-23 东北大学 Electric geological core drilling rig
CN105649563A (en) * 2016-01-29 2016-06-08 赤峰市浩峰钻机有限责任公司 Application of steel strand in multi-angle drilling and coring process
CN105781462A (en) * 2016-05-17 2016-07-20 赤峰市浩峰钻机有限责任公司 Omnidirectional quick coring equipment for geological drilling
CN106285468A (en) * 2016-08-29 2017-01-04 核工业湖州工程勘察院 Multi-functional geological mapping drilling rig
CN108221908A (en) * 2018-03-05 2018-06-29 浙江大学 The device vertically sampled for ballastless track of high-speed railway subgrade soils
CN108756740A (en) * 2018-06-21 2018-11-06 中煤第建设有限公司 Moving guide rail formula core drilling rig

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452724A (en) * 2014-10-20 2015-03-25 中国水利水电第五工程局有限公司 Adjusting method for water content of high-plasticity clay and hole forming device of high-plasticity clay
CN104452724B (en) * 2014-10-20 2016-02-03 中国水利水电第五工程局有限公司 A kind of highly plastic clay moisture content method of adjustment and hole-forming device thereof
CN105178844A (en) * 2015-10-13 2015-12-23 东北大学 Electric geological core drilling rig
CN105649563A (en) * 2016-01-29 2016-06-08 赤峰市浩峰钻机有限责任公司 Application of steel strand in multi-angle drilling and coring process
WO2017128572A1 (en) * 2016-01-29 2017-08-03 赤峰市浩峰钻机有限责任公司 Use of prestressed steel strand in multi-angle drilling and coring process
US10364628B2 (en) 2016-01-29 2019-07-30 Chifeng Hao Feng Drilling Co., Ltd. Use of pre-stressed steel strand in the procedure of multi-angle drilling coring
CN105781462A (en) * 2016-05-17 2016-07-20 赤峰市浩峰钻机有限责任公司 Omnidirectional quick coring equipment for geological drilling
CN106285468A (en) * 2016-08-29 2017-01-04 核工业湖州工程勘察院 Multi-functional geological mapping drilling rig
CN108221908A (en) * 2018-03-05 2018-06-29 浙江大学 The device vertically sampled for ballastless track of high-speed railway subgrade soils
CN108221908B (en) * 2018-03-05 2023-06-13 浙江大学 Device for vertically sampling foundation soil of ballastless track of high-speed railway
CN108756740A (en) * 2018-06-21 2018-11-06 中煤第建设有限公司 Moving guide rail formula core drilling rig

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Legal Events

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C14 Grant of patent or utility model
GR01 Patent grant
COR Change of bibliographic data

Free format text: CORRECT: CO-PATENTEE TO: BEIJING CITY MUNICIPAL CONSTRUCTION GROUP CO., LTD. ¬

CU01 Correction of utility model patent

Correction item: Co-patentee

Correct: Beijing municipal construction Refco Group Ltd

Number: 51

Page: The title page

Volume: 23

CU03 Correction of utility model patent gazette

Correction item: Co-patentee

Correct: Beijing municipal construction Refco Group Ltd

Number: 51

Volume: 23

ERR Gazette correction

Free format text: CORRECT: CO-PATENTEE; FROM: NONE ¬ TO: BEIJING CITY MUNICIPAL CONSTRUCTION GROUP CO., LTD. ¬

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20080704

Address after: 3, million village street, Xicheng District, Beijing, zip code: 100037

Co-patentee after: Beijing Municipal Building Group Co., Ltd.

Patentee after: Beijing Municipal Engineering Research Institute

Co-patentee after: Beijing Road and Bridge Construction Co., Ltd.

Address before: 3, million village street, Xicheng District, Beijing, zip code: 100037

Co-patentee before: Beijing Municipal Building Group Co., Ltd.

Patentee before: Beijing Municipal Engineering Research Institute

CX01 Expiry of patent term

Granted publication date: 20071219

EXPY Termination of patent right or utility model