CN1434234A - Central screw type soil pressure balance miniature push bench - Google Patents
Central screw type soil pressure balance miniature push bench Download PDFInfo
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- CN1434234A CN1434234A CN 03115682 CN03115682A CN1434234A CN 1434234 A CN1434234 A CN 1434234A CN 03115682 CN03115682 CN 03115682 CN 03115682 A CN03115682 A CN 03115682A CN 1434234 A CN1434234 A CN 1434234A
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Abstract
The present invention relates to a central screw earth pressure balance minialure push bench, belonging to the field of tunnel machinery, includes main machine of push bench, cutterhead drive system, axis monitoring system and main forwards-pushing device. The main machine of push bench is connected with cutterhead drive system, the cutterhead drive system is placed in the middle of main forwards-pushing device which is positioned on the trackway of base seat of rear side of working well, the axis monitoring system is placed in the main machine of push bench, and said main machine connection mode is as follows: large cutterhead is positioned in front portion of push bench, and is welded with central stirring body, and connected with screw rod of first part contral screw conveyer by means of pin.
Description
Technical field
What the present invention relates to is a kind of micro-push bench that is used for the tunnel, and particularly a kind of center convolution formula earth pressure balance micro-push bench belongs to the tunnel machine field.
Background technique
Present urban operating mechanism has many needs to transform, extend, and particularly underground outmoded all kinds of pipelines need to upgrade, and ground all kinds of overhead conductor need be embedded in subsurface.Yet under the situation very busy in traffic above-ground, that building is in a compact mass; still transform and build the words of underground installation pipeline installation with original heavy excavation mode; not only destroyed surface structures; and it is also very big to the traffic environment influence on ground; mechanization degree is very low; also very limited to underground utilization of space, be unfavorable for protecting original all kinds of underground utility.Find that by literature search China Patent No. is: 94230690.2, name is called: a kind of small-sized push-bench, this utility model patent has been introduced this equipment can lay various small aperture underground pipelines.It is made up of frame, rotating machinery, driving mechanism, power mechanism.One group of same driving mechanism is installed on position, the front and back slideway of frame, between two groups of driving mechanisms rotating machinery is installed, it is can pass drilling rod and can rotate the device that also can hold tightly and leave around it.Because it has direction control and deviation-rectifying system, thus can't correctly control the direction of whole pipeline well, in case deviation takes place, easily to around other pipelines exert an influence.
Summary of the invention
The objective of the invention is at disadvantages of background technology and defective, a kind of center convolution formula earth pressure balance micro-push bench is provided, make it control earth pressure balance effectively and carry out the laying of small pipe-line, and guarantee that above ground structure and underground all kinds of pipeline are without prejudice.The present invention mainly comprises: push-bench main frame, cutter-devices system, axis monitoring system, main jacking mechanism.The push-bench main frame, is installed in the active well earlier when jacking is started as main topping machanism.Main jacking mechanism is positioned at the reaction knee wall front end of active well, and move before and after on can the track in active well, when jacking begins, it is pushed into push-bench main frame and tube coupling in the soil by the reaction force that main jacking oil cylinder acts on the knee wall, simultaneously the screw conveyor in the push-bench main frame links to each other with cutter-devices system in being installed in active well by pin, and soil body limit forward impelling is cut on the limit.The axis monitoring system is installed in the push-bench main frame, and the signal that is monitored reaches outside the well by elastic cable paper.
The push-bench main frame comprises: big cutterhead, center stirring body, conical inner body, preceding piece housing, seal arrangement, back piece housing, ultrahigh pressure correction oil cylinder, center convolution conveyor, its Placement is: big cutterhead is positioned at the forefront of push-bench, weld mutually with the center stirring body, and link by the screw rod of pin with first joint center convolution conveyor, conical inner body is positioned at the front central of front end shell, welds mutually with front end shell and first segment screw conveyer housing.And on cone pile-up welding hard alloy, the gap by cone and stirring body termination, center forms a taper and pulverizes body, first segment screw rod head is a double leaf stirring-head, anterior pitch ratio rear portion little.Ultrahigh pressure correction oil cylinder is between preceding piece housing and back piece housing, and its preceding wing base is welded on the girth sheets of front end shell, and back wing base is fixed by bolts on middle one deck girth sheets of back piece housing, is provided with seal arrangement between preceding piece housing and back piece housing.Move apart from the marshalling of control oil cylinder by distant, thereby finish the correction action.
Cutter-devices system comprises: the oil motor of a low-speed big is fixed by bolts to and connects on the bearing, be positioned on the underframe of active well, the rotatingshaft of oil motor is connected by the screw rod of pin with final section center convolution conveyor, drives whole screw conveyor and turns round together with big cutterhead.
The axis monitoring system comprises: on the girth sheets of piece housing, microcam was installed on the girth sheets of back piece housing before target, microcam, target were installed in.
Main jacking mechanism comprises: behind main jacking oil cylinder and top iron, underframe guide rail, the steel by forming.Main jacking oil cylinder is installed on the underframe guide rail by being symmetrically arranged along tube wall.Top iron is positioned at the place ahead of main jacking oil cylinder, and it can remedy main jacking oil cylinder stroke deficiency as cushion block usefulness, can also be added to institute's push pipe road periphery to the thrust of main jacking oil cylinder more evenly, more dispersedly.The underframe guide rail is laid on the active well ground, and its effect is to make pipeline that a more stable guiding process be arranged in active well, simultaneously top iron is slided on guide rail.By being positioned at main jacking oil cylinder afterbody, and be weldingly fixed on behind the active well behind the steel by wall the place ahead.It can spread out the counter-force of main jacking oil cylinder as far as possible.
The rotating speed of adjusting the center convolution conveyor can keep the pressure of the front soil body, keeps the stable of excavation face.The situation that microcam is taken the photograph in time feeds back to outside the active well, calculate the side-play amount that the tunnel advances axis by side-play amount, respectively the rectify a deviation stroke of jack of adjustment is in time controlled the straightness accuracy of head cardan shaft line, and the program logic controller technology has then been used in a whole set of control.
Whole process of the present invention is working principle with the earth pressure balance, control the casting amount by the rotational speed and the move speed that change screw conveyer, make the earth pressure value stabilization in the soil pressure storehouse and be controlled in the range of pressure values that sets, thereby reach the soil stabilization of excavation cutting face.At first hang in the well tube coupling, shaped spiral housing, screw rod in place together, push away forward with main jacking oil cylinder, the screw rod chieftain is inserted in the last joint screw rod, connect with pin, oil cylinder resets, the assistant tool of packing into is advanced into last joint screw conveyer shell position place with main jacking oil cylinder with the screw conveyer housing, and is good with Bolt Connection, again tube coupling is pushed away forward, make screw conveyer housing rear portion insert the footstock center, screw rod is connected with drive unit (oil motor) spindle nose, fix with pin.Carry out next jacking then, simultaneously, start oil motor, screw rod is rotated and drive cutterhead and rotate.The present invention progressively to the Automatic Control development, directly passes the data that vidicon camera monitors back computer by present manual control, semiautomatic control, directly controls the jack work of main top by calculating by computer, accomplishes real automation, intellectuality.
The present invention has substantive distinguishing features and remarkable progress, compared with prior art has the following advantages:
1) need not heavy excavation, just can easily lay all kinds of underground utility such as gas pipe, cable, running water pipe, sewage pipe, automaticity height, short construction period.
2) do not influence original all kinds of underground utility, do not influence all kinds of buildings on highway communication, water transport and ground.
3) construction equipment is light, easy and simple to handle, flexibly mobile, and production domesticization degree height is convenient to make and apply, and is fit to the condition of technology and economy of China.
4) can carry out jacking construction, noise free, non-environmental-pollution during construction near the buildings such as dense residential belt, hospital the building dense group.
5) by microcamera, can compile logic programming controller and various kinds of sensors etc. and monitor the construction situation at any time, determine construction parameter, make whole construction course be in slave mode, thereby effectively control jacking axis and surface subsidence.
Description of drawings
Fig. 1 structural representation of the present invention
Fig. 2 push-bench main machine structure schematic representation
Fig. 3 master's jacking mechanism schematic representation
Embodiment
As shown in Figure 1, the present invention mainly comprises: push-bench main frame 1, cutter-devices system 2, axis monitoring system 3, main jacking mechanism 4, push-bench main frame 1 is positioned at the forefront as main topping machanism, it is connected with pin with the live axle of cutter-devices system 2 by screw conveyor shaft wherein, cutter-devices system 2 is installed in the active well, the centre of main jacking mechanism 4, main jacking mechanism 4 is positioned on the track of wing base behind the active well, and axis monitoring system 3 is installed in the push-bench main frame 1.
As shown in Figure 2: push-bench main frame 1 comprises: big cutterhead 5, center stirring body 6, conical inner body 7, preceding segment body 8, seal arrangement 9, back piece housing 10, ultrahigh pressure correction oil cylinder 11, center convolution conveyor 12, its Placement is: big cutterhead 5 is positioned at the forefront of push-bench, weld mutually with center stirring body 6, and link by the screw rod of pin with first joint center convolution conveyor 12, conical inner body 7 is positioned at the front central of front end shell 8, weld mutually with preceding piece housing 8 and first segment screw conveyer housing, ultrahigh pressure correction oil cylinder 11 is between preceding piece housing 8 and back piece housing 10, its preceding wing base is welded on the girth sheets of preceding piece housing 8, back wing base is fixed by bolts on middle one deck girth sheets of back piece housing 10, is provided with seal arrangement 9 between preceding piece housing 8 and back piece housing 10.
Axis monitoring system 3 comprises: on the girth sheets of piece housing 8, microcam 14 was installed on the girth sheets of back piece housing 10 before target 13, microcam 14, target 13 were installed in.
As shown in Figure 3: cutter-devices system 2 comprises: the oil motor 15 of a low-speed big and connection bearing 16, be positioned on the underframe of active well, the rotatingshaft of oil motor is connected by the screw rod of pin with final section center convolution conveyor, drives whole screw conveyor and turns round together with big cutterhead.
Main jacking mechanism 4 comprises: form by 20 behind main jacking oil cylinder 17 and top iron 18, underframe guide rail 19, the steel, main jacking oil cylinder 17 is arranged on the underframe guide rail 19 along tube wall by being symmetrically arranged, top iron 18 is positioned at the place ahead of main jacking oil cylinder 17, underframe guide rail 19 is laid on the active well ground, institute push pipe road there is a leading role, and top iron 18 also can be slided on guide rail 19, be positioned at main jacking oil cylinder 17 afterbodys by 20 behind the steel, and lean on wall the place ahead after being weldingly fixed on active well.
Claims (4)
1. center convolution formula earth pressure balance micro-push bench, mainly comprise: push-bench main frame (1), cutter-devices system (2), axis monitoring system (3), main jacking mechanism (4), it is characterized in that push-bench main frame (1) is positioned at the forefront as main topping machanism, it is connected with pin with the live axle of cutter-devices system (2) by screw conveyor shaft wherein, cutter-devices system (2) is arranged in the active well, the centre of main jacking mechanism (4), main jacking mechanism (4) is positioned on the track of wing base behind the active well, axis monitoring system (3) is arranged in the push-bench main frame (1), described push-bench main frame (1) comprising: big cutterhead (5), center stirring body (6), conical inner body (7), preceding piece housing (8), seal arrangement (9), back piece housing (10), ultrahigh pressure correction oil cylinder (11), center convolution conveyor (12), its Placement is: big cutterhead (5) is positioned at the forefront of push-bench, weld mutually with center stirring body (6), and link by the screw rod of pin with first joint center convolution conveyor (12), conical inner body (7) is positioned at the front central of front end shell (8), weld mutually with preceding piece housing (8) and first segment screw conveyer housing, ultrahigh pressure correction oil cylinder (11) is positioned between preceding piece housing (8) and the back piece housing (10), its preceding wing base is welded on the girth sheets of preceding piece housing (8), back wing base is fixed by bolts on middle one deck girth sheets of back piece housing (10), is provided with seal arrangement (9) between preceding piece housing (8) and back piece housing (10).
2. this center convolution formula earth pressure balance micro-push bench according to claim 1, it is characterized in that described cutter-devices system (2) comprising: oil motor of a low-speed big (15) and connection bearing (16), be positioned on the underframe of active well, the rotatingshaft of oil motor (15) is connected by the screw rod of pin with final section center convolution conveyor, drives whole screw conveyor and turns round together with big cutterhead.
3. this center convolution formula earth pressure balance micro-push bench according to claim 1, it is characterized in that axis monitoring system (3) comprising: target (13), microcam (14), target (13) is installed on the girth sheets of preceding piece housing (8), and microcam (14) is installed on the girth sheets of back piece housing (10).
4. this center convolution formula earth pressure balance micro-push bench according to claim 1, it is characterized in that main jacking mechanism (4) comprising: main jacking oil cylinder (17) and top iron (18), underframe guide rail (19), form by (20) behind the steel, main jacking oil cylinder (17) is arranged on by being symmetrically arranged on the underframe guide rail (19) along tube wall, top iron (18) is positioned at the place ahead of main jacking oil cylinder (17), underframe guide rail (19) is laid on the active well ground, top iron (18) is gone up at guide rail (19) and is slided, be positioned at main jacking oil cylinder (17) afterbody by (20) behind the steel, and lean on wall the place ahead after being weldingly fixed on active well.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03115682 CN1202365C (en) | 2003-03-06 | 2003-03-06 | Central screw type soil pressure balance miniature push bench |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03115682 CN1202365C (en) | 2003-03-06 | 2003-03-06 | Central screw type soil pressure balance miniature push bench |
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| Publication Number | Publication Date |
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| CN1434234A true CN1434234A (en) | 2003-08-06 |
| CN1202365C CN1202365C (en) | 2005-05-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03115682 Expired - Fee Related CN1202365C (en) | 2003-03-06 | 2003-03-06 | Central screw type soil pressure balance miniature push bench |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100343566C (en) * | 2005-10-08 | 2007-10-17 | 上海隧道工程股份有限公司 | Reaming type mud and water balance micro-push bench |
| CN100422618C (en) * | 2006-04-05 | 2008-10-01 | 宋嗣新 | Non-excavation type pipeline laying machine |
| CN101967979A (en) * | 2010-10-15 | 2011-02-09 | 镇江安达煤矿专用设备有限公司 | Profiling rectangular cutting device of pipe jacking machine |
| CN101975084A (en) * | 2010-10-15 | 2011-02-16 | 镇江安达煤矿专用设备有限公司 | Spiral conveyer for earth pressure balance push bench |
| CN103557364A (en) * | 2013-10-28 | 2014-02-05 | 镇江安达煤矿专用设备有限公司 | Deflection-preventing jacking pipe machine |
| CN105201522A (en) * | 2015-10-13 | 2015-12-30 | 上海隧道工程有限公司 | Earth pressure balance push bench |
| CN105257298A (en) * | 2015-11-06 | 2016-01-20 | 上海隧道工程有限公司 | Main jacking apparatus of stepper tube push bench |
| CN108915698A (en) * | 2018-08-14 | 2018-11-30 | 中铁十四局集团有限公司 | A kind of complex condition large diameter pipe curtain construction method |
| CN109139037A (en) * | 2018-10-29 | 2019-01-04 | 安徽唐兴机械装备有限公司 | It is a kind of for dismounting the turnover device of push-bench |
| CN109899080A (en) * | 2019-04-11 | 2019-06-18 | 中铁工程装备集团有限公司 | A kind of miniature push pipe formula development machine |
| CN110439580A (en) * | 2019-07-22 | 2019-11-12 | 江苏马超地下工程设备有限公司 | Integrated micro development machine pushing tow system and its working method with screw drives |
| CN111502682A (en) * | 2020-04-02 | 2020-08-07 | 中铁四局集团第三建设有限公司 | Trenchless pipe jacking construction device and construction method |
-
2003
- 2003-03-06 CN CN 03115682 patent/CN1202365C/en not_active Expired - Fee Related
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100343566C (en) * | 2005-10-08 | 2007-10-17 | 上海隧道工程股份有限公司 | Reaming type mud and water balance micro-push bench |
| CN100422618C (en) * | 2006-04-05 | 2008-10-01 | 宋嗣新 | Non-excavation type pipeline laying machine |
| CN101967979A (en) * | 2010-10-15 | 2011-02-09 | 镇江安达煤矿专用设备有限公司 | Profiling rectangular cutting device of pipe jacking machine |
| CN101975084A (en) * | 2010-10-15 | 2011-02-16 | 镇江安达煤矿专用设备有限公司 | Spiral conveyer for earth pressure balance push bench |
| CN101975084B (en) * | 2010-10-15 | 2012-03-07 | 镇江安达煤矿专用设备有限公司 | Spiral conveyer for earth pressure balance push bench |
| CN103557364A (en) * | 2013-10-28 | 2014-02-05 | 镇江安达煤矿专用设备有限公司 | Deflection-preventing jacking pipe machine |
| CN105201522A (en) * | 2015-10-13 | 2015-12-30 | 上海隧道工程有限公司 | Earth pressure balance push bench |
| CN105201522B (en) * | 2015-10-13 | 2017-12-12 | 上海隧道工程有限公司 | Soil pressing balance pipe jacking machine |
| CN105257298A (en) * | 2015-11-06 | 2016-01-20 | 上海隧道工程有限公司 | Main jacking apparatus of stepper tube push bench |
| CN108915698A (en) * | 2018-08-14 | 2018-11-30 | 中铁十四局集团有限公司 | A kind of complex condition large diameter pipe curtain construction method |
| CN109139037A (en) * | 2018-10-29 | 2019-01-04 | 安徽唐兴机械装备有限公司 | It is a kind of for dismounting the turnover device of push-bench |
| CN109139037B (en) * | 2018-10-29 | 2024-06-04 | 安徽唐兴装备科技股份有限公司 | Overturning device for disassembling and assembling push bench |
| CN109899080A (en) * | 2019-04-11 | 2019-06-18 | 中铁工程装备集团有限公司 | A kind of miniature push pipe formula development machine |
| CN110439580A (en) * | 2019-07-22 | 2019-11-12 | 江苏马超地下工程设备有限公司 | Integrated micro development machine pushing tow system and its working method with screw drives |
| CN111502682A (en) * | 2020-04-02 | 2020-08-07 | 中铁四局集团第三建设有限公司 | Trenchless pipe jacking construction device and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1202365C (en) | 2005-05-18 |
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