CN2289834Y - Hydraulic slotted submerged membrance machine - Google Patents

Hydraulic slotted submerged membrance machine Download PDF

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Publication number
CN2289834Y
CN2289834Y CN 96239261 CN96239261U CN2289834Y CN 2289834 Y CN2289834 Y CN 2289834Y CN 96239261 CN96239261 CN 96239261 CN 96239261 U CN96239261 U CN 96239261U CN 2289834 Y CN2289834 Y CN 2289834Y
Authority
CN
China
Prior art keywords
membrance
car body
hydraulic
submerged
slotting
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
CN 96239261
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Chinese (zh)
Inventor
姜晓刚
王殿武
贺清录
刘瑞钾
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.)
Liaoning Water Conservancy Hydroelectricity Science Academy
Original Assignee
Liaoning Water Conservancy Hydroelectricity Science Academy
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 Liaoning Water Conservancy Hydroelectricity Science Academy filed Critical Liaoning Water Conservancy Hydroelectricity Science Academy
Priority to CN 96239261 priority Critical patent/CN2289834Y/en
Application granted granted Critical
Publication of CN2289834Y publication Critical patent/CN2289834Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a hydraulic slotted submerged membrance machine which is the special equipment for slotting and submerging membrance for civil engineering, such as seepage prevention, reinforcement, etc. The utility model is composed of a boosting part, a slotted part, a submerged membrance part, etc. A hydraulic amplifier car is arranged on a railway rail, and is driven by the power generated by hydraulic pressure through a groove pit saw driven by a connecting rod mechanism, a grout transfusion pipe, a grout discharge pipe and a plastic membrance shaft for laying membrance. The hydraulic transmission can be realized, and the cutting soil pressure and cutting speed can be adjusted with non-stage. The hydraulic slotted submerged membrance machine has the advantages of continuously laying membrance, automatic control, high work efficiency, low composite cost and easy guarantee of the quality. The width of a finished slot is 0.2-0.4 m, and the depth of the largest finished slot is 15.0 m. The efficiency is 500-1000 square meter / day, and the hydraulic slotted submerged membrance machine is suitable for sand and granule foundation. The water body permeability coefficient is K=10 [-11]-10 [-12] cm/s, and the utility model is the ideal construction equipment for seepage prevention and consolidation engineering.

Description

The slotting through hydraulic pressure submerged membrance machine
The utility model relates to civil engineerings such as civil engineering machinery, particularly anti-seepage reinforcing and slots, buries the slotting through hydraulic pressure of film and bury film device.
In recent years, carry out in the protective reinforcing of supporting, antiseepage, hydraulic engineering and Environmental Engineering of deep foundation ditch in civil engineering, adopt widely and construct diaphragm wall, use more as high pressure jet grouting, slot into job practicess such as wall, board-like grouting, but the common drawback that they all exist is the cost height, work efficiency is low, anti-seepage effect is constructed and geological conditions influences very greatly, and quality be difficult for to guarantee.Be accompanied by the continuous development of chemical fibre industry, the continuing to bring out of geosynthetics various forms product, be applied on the engineering scope more and more widely.By experimental study and application, occurred a kind of the vertical shop of anti-seepage geomembrane being gone into to form in the groove continuously or the leakage preventing structure of sealing, produce a kind of new technology of seepage failures such as stream soil, piping in order to prevent ground and building.Because of having, it has a extensive future, good seepage-proof property, and speed of application is fast, easy to operation, advantage such as cheap has been subjected to paying attention to and using, the groove equipment of making that various types successively occurred is as The trench saw, chain type, jetting open flume type, rotary, reciprocating type, forced etc.By facts have proved, rotary and forced to make the groove equipment scope of application narrow, and work efficiency is low, is eliminated; The jetting open flume type is made groove equipment must sufficient water condition, and construction environment is had pollution and destruction etc.; Use more chain type, kerf formula and the reciprocating type groove equipment of making of mainly containing, but the equipment of these three kinds of patterns is according to being suitable for geological conditions, making the groove depth difference, its pluses and minuses are respectively arranged, as reciprocating type complicated with kerf formula construction control, mechanicalness noise is big, vibration is big, also very big to the stabilizing influence of notch; Chain type is made groove equipment heaviness, and mobility is poor, and the fluting radius of curvature is big, has all limited these plant equipment exploitations, promotion and application, demands urgently improving.
The purpose of this utility model is at above technical deficiency, provides a kind of hydraulic drive, stepless adjustment to cut soil pressure and cutting speed, spread film, the automatic slotting through hydraulic pressure submerged membrance machine of controlling continuously, satisfies construction requirements such as civil engineering anti-seepage reinforcing.
The slotting through hydraulic pressure submerged membrance machine, form by reinforcing part, slotted section and shop membrane portions, comprise headstock 1, afterburning car body 10 and plastic film axle 17 etc., but it is characterized in that afterburning car body 10 upper liquid pressing tongs 9 clamping rails 19, connect slotting through hydraulic pressure car body 7 by walking oil pressure cylinder 8; Put hoist engine 6 and pylon 11 on the slotting through hydraulic pressure car body 7, lifting pit saw 12: fuel tank 5 is by motor 23, fluid motor 27 control headstocks 1, put connecting rod 4, connecting lever 3 and balance iron 2 on the headstock 1, for pit saw 12 provides power, be provided with feed pipe for mortar 31, scum pipe 32 in the pit saw 12, feed pipe for mortar 31 connects the mud machine 29 that stirs by slush pump 16, and scum pipe 32 connects sand pump 30; Slotting through hydraulic pressure car body 7 rear portions are connected with shop film car body 13, put switchbox 15, hoist engine 14 and slush pump 16 on the shop film car body 13, and afterbody is provided with pylon 18, lifting plastic film axle 17.
This machine operating principle is: the motor drives oil pump also passes through headstock, crank-link mechanism moves reciprocatingly saw blade in groove, slush pump pumping mud shotcrete pipe ejection from saw blade simultaneously, die-cut soil layer, flushing sawtooth and retaining wall, sawtooth cuts the ground and the aqueous mixtures that get off, scum pipe from saw blade is discharged in the groove of having completed film outside the groove or, meanwhile oil pump is to afterburning car fuel feeding, afterburning car hydraulic tongs clamping rail is also fixing, the oil cylinder oil extraction, apply counter-force for the fluting car, the drive fluting apparatus is advanced, and then form continuous groove, and spread film device simultaneously and fluting apparatus is synchronized with the movement, the plastic film axle rolls in groove, the smooth shakedown of plastic film is gone in the groove that become, forms continuous underground antiseepage structure.
The utility model is reasonable in design, and control is convenient, and the automaticity height mainly shows: 1. main frame adopts hydraulic transmission technology, and soil pressure and cutting speed are cut in stepless adjustment; 2. operation is light, and the automaticity height reaches automatic control substantially under the nominal situation; 3. bury film and adopt shop membrane technology continuously, seam is few, and quality is easy to guarantee; 4. work efficiency height, integrated cost is low, and the scope of application is extensive, is easy to application.
Technical indicator and duty
Remove saw blade and plastic film axle during work inside and outside groove, remainder all on the ground, the original state saw blade becomes 10 ° with ground, angle can be adjusted as required during operate as normal.Become well width 0.2~0.4m, maximum one-tenth groove depth 15m, saw blade stroke 0.6m, 10~24 times/min of saw blade reciprocating frequence, hoisting power 50KN, 500~1000 square metres/day of work efficiency, 10~89 ° of operating angles, be suitable for the stratum: sand and granule ground, general power 86KW, anti-seepage effect: waterproof body osmotic coefficient k=10 -11~10 -12Cm/s.
The utility model accompanying drawing 1 is a structural representation, Fig. 2 is the hydraulic drive structure chart, Fig. 3 is slotted section and slurry transport portion structural representation, and wherein headstock 1, balance iron 2, connecting lever 3, connecting rod 4, fuel tank 5, hoist engine 6, slotting through hydraulic pressure car body 7, walking oil pressure cylinder 8, hydraulic tongs 9, afterburning car body 10, pylon 11, pit saw 12, shop film car body 13, hoist engine 14, switchbox 15, slush pump 16, plastic film axle 17, pylon 18, rail 19, sleeper 20, hydraulic distributing valve 21, oil pump 22, motor 23, fluid motor 24, reductor 25, volume bucket 26, fluid motor 27, hydraulic tongs oil pressure cylinder 28, stir mud machine 29, sand pump 30, feed pipe for mortar 31, scum pipe 32 etc.

Claims (1)

1, slotting through hydraulic pressure submerged membrance machine is made up of reinforcing part, slotted section and shop membrane portions, comprises headstock 1, afterburning car body 10 and plastic film axle 17 etc., it is characterized in that afterburning car body 10 upper liquid pressing tongs 9, connects slotting through hydraulic pressure car body 7 by walking oil pressure cylinder 8; Put hoist engine 6 and pylon 11 on the slotting through hydraulic pressure car body 7; Fuel tank 5 is put connecting rod 4, connecting lever 3 and balance iron 2 by motor 23, fluid motor 27 control headstocks 1 on the headstock 1; Be provided with feed pipe for mortar 31, scum pipe 32 in the pit saw 12, feed pipe for mortar 31 connects the mud machine 29 that stirs by slush pump 16, and scum pipe 32 connects sand pump 30; Slotting through hydraulic pressure car body 7 rear portions connect with shop film car body 13, put switchbox 15, hoist engine 14 and slush pump 16 on the shop film car body 13, and afterbody is provided with pylon 18, lifting plastic film axle 17.
CN 96239261 1996-12-02 1996-12-02 Hydraulic slotted submerged membrance machine Expired - Fee Related CN2289834Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 96239261 CN2289834Y (en) 1996-12-02 1996-12-02 Hydraulic slotted submerged membrance machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 96239261 CN2289834Y (en) 1996-12-02 1996-12-02 Hydraulic slotted submerged membrance machine

Publications (1)

Publication Number Publication Date
CN2289834Y true CN2289834Y (en) 1998-09-02

Family

ID=33914341

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 96239261 Expired - Fee Related CN2289834Y (en) 1996-12-02 1996-12-02 Hydraulic slotted submerged membrance machine

Country Status (1)

Country Link
CN (1) CN2289834Y (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102174823A (en) * 2010-11-22 2011-09-07 张永忠 Single-shaft oblique grooving machine
CN102787619A (en) * 2011-05-16 2012-11-21 苏州宝时得电动工具有限公司 Handheld grooving machine
CN105317065A (en) * 2014-06-24 2016-02-10 中交四航工程研究院有限公司 Synchronous grooving and plastic laying all-in-one machine
CN109024489A (en) * 2018-08-22 2018-12-18 内蒙古黄河工程局股份有限公司 A kind of synchronous vertical plastic-laying machine
CN113374006A (en) * 2021-06-09 2021-09-10 同济大学 Underground sneak sawing type curtain vertical laying seepage-isolating device
CN113374007A (en) * 2021-06-09 2021-09-10 同济大学 Underground dive sawing type curtain vertical paving device

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102174823A (en) * 2010-11-22 2011-09-07 张永忠 Single-shaft oblique grooving machine
CN102174823B (en) * 2010-11-22 2012-09-26 张永忠 Single-shaft oblique grooving machine
CN102787619A (en) * 2011-05-16 2012-11-21 苏州宝时得电动工具有限公司 Handheld grooving machine
CN102787619B (en) * 2011-05-16 2015-04-22 苏州宝时得电动工具有限公司 Handheld grooving machine
CN105317065A (en) * 2014-06-24 2016-02-10 中交四航工程研究院有限公司 Synchronous grooving and plastic laying all-in-one machine
CN105317065B (en) * 2014-06-24 2018-06-08 中交四航工程研究院有限公司 Synchronous slotting paving modeling all-in-one machine
CN109024489A (en) * 2018-08-22 2018-12-18 内蒙古黄河工程局股份有限公司 A kind of synchronous vertical plastic-laying machine
CN113374006A (en) * 2021-06-09 2021-09-10 同济大学 Underground sneak sawing type curtain vertical laying seepage-isolating device
CN113374007A (en) * 2021-06-09 2021-09-10 同济大学 Underground dive sawing type curtain vertical paving device

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C14 Grant of patent or utility model
GR01 Patent grant
C53 Correction of patent for invention or patent application
CB03 Change of inventor or designer information

Designer after: Jiang Xiaogang

Designer after: Wang Dianwu

Designer after: He Qinglu

Designer after: Liu Ruijia

Designer after: Wang Lihui

Designer before: Jiang Xiaogang

Designer before: Wang Dianwu

Designer before: He Qinglu

Designer before: Liu Ruijia

COR Change of bibliographic data

Free format text: CORRECT: DESIGNER; FROM: JIANG XIAOGANG; WANG DIANWU; HE QINGLU; LIU RUIJIA TO: JIANG XIAOGANG; WANG DIANWU; HE QINGLU; LIU RUIJIA; WANG LIHUI

C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee