CN103398215A - Minimally-invasive non-excavation pipe jacking and pull technology - Google Patents
Minimally-invasive non-excavation pipe jacking and pull technology Download PDFInfo
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- CN103398215A CN103398215A CN201310363583XA CN201310363583A CN103398215A CN 103398215 A CN103398215 A CN 103398215A CN 201310363583X A CN201310363583X A CN 201310363583XA CN 201310363583 A CN201310363583 A CN 201310363583A CN 103398215 A CN103398215 A CN 103398215A
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Abstract
The invention discloses a minimally-invasive non-excavation pipe jacking and pull technology which comprises the following steps that 1, a working well and a receiving well are excavated; 2, minimally-invasive non-excavation drilling equipment is erected in the working well, and a hole is drilled towards the receiving well by a guide drilling bit till the drilling bit penetrates into the receiving well; 3, the guide drilling bit of the minimally-invasive non-excavation drilling equipment is dismounted, a back dragging reamer in a preset specification is mounted on a drilling rod of the minimally-invasive non-excavation drilling equipment, the minimally-invasive non-excavation drilling equipment is started for back dragging, and back dragging reaming begins till the back dragging reamer reams and is moved to the working well; and 4: (1), the back dragging reamer is dismounted, the minimally-invasive non-excavation drilling equipment is started, and the drilling rod passes through to the receiving well; (2), a pipe jacking machine is arranged in the receiving well; (3), a cement pipe is put into the receiving well, the drilling rod is sleeved with the cement pipe in a penetrating manner, and a pipe dragging device is mounted; and (4), the minimally-invasive non-excavation drilling equipment is started for the back dragging, the cement pipe is dragged by the pipe dragging device, and the pipe jacking machine is started and jacks the cement pipe into the hole till the cement pipe is dragged and jacked to a preset position.
Description
Technical field
The present invention relates to a kind of construction process of the non-excavation of Wicresoft top tube-pulling craft that is, especially a kind of arm small-caliber pipeline laying process that is applicable in the dirty shunting of rain engineering.
Background technique
Present urban construction, use pipe-jacking technology in the dirty pipework of rain, the technique comparative maturity, but can only do the pipeline of Large Diameter Pipeline, can't resolve the construction of arm pipe with small pipe diameter.The engineering of pipe with small pipe diameter such as 400mm caliber can only adopt road surface excavation pipe laying technology at present, but this technology is destroyed road surface, causes a large amount of dust, has destroyed surrounding environment, and has affected traffic, causes crowded big city more to block up.After having buried, also want road surface to repair, greatly improved cost, and affected the people's livelihood.
Summary of the invention
In order to solve the problems of the technologies described above, the object of the present invention is to provide the non-excavation of a kind of Wicresoft top tube-pulling craft, be used for laying the less pipeline of caliber, road pavement is destroyed little, and efficiency of construction is high.
Complete skill scheme of the present invention is: the non-excavation of a kind of Wicresoft top tube-pulling craft, it is characterized in that, and comprise the following steps:
The present invention compared with prior art has following beneficial effect:
The invention provides the non-excavation of a kind of Wicresoft top tube-pulling craft, the arm small-caliber pipeline that is applicable in the dirty shunting of the less rain of caliber engineering is laid, compared to excavation pipe laying technology, construction cost reduces greatly, because the destruction of road pavement is less, be unlikely to cause congestion in road, can not affect normally current and life of resident.
Description of drawings
Accompanying drawing described herein is used to provide a further understanding of the present invention, forms the application's a part, does not form to improper restriction of the present invention, in the accompanying drawings:
Fig. 1 is for playing pilot hole work schematic diagram;
Fig. 2 is borehole enlargement by drawing back work schematic diagram;
Fig. 3 draws cement pipe work schematic diagram for top.
Embodiment
Describe the present invention in detail below in conjunction with accompanying drawing and specific embodiment, in this illustrative examples of the present invention and explanation, be used for explaining the present invention, but not as a limitation of the invention.
The present embodiment provides the non-excavation of a kind of Wicresoft top tube-pulling craft, and its workflow as Figure 1-3, comprises the following steps:
The above technological scheme that the embodiment of the present invention is provided is described in detail, applied specific case herein principle and the mode of execution of the embodiment of the present invention are set forth, above embodiment's explanation is only applicable to help to understand the principle of the embodiment of the present invention; Simultaneously,, for one of ordinary skill in the art,, according to the embodiment of the present invention, all will change on embodiment and application area, in sum, this description should not be construed as limitation of the present invention.
Claims (1)
1. the non-excavation of a Wicresoft top tube-pulling craft, is characterized in that, comprises the following steps:
Step 1, dig active well and received well, in the two ends, highway section of need tubing, digs respectively an active well and a received well, after digging, with channel-section steel, active well and received well reinforced;
Step 2, make pilot hole, at first the non-excavation rig of Wicresoft is set up in active well, and fixing, then start the non-excavation rig of Wicresoft, utilize starter to the boring of received well direction, until drill bit penetrates received well;
Step 3, borehole enlargement by drawing back, at first pull down the starter of the non-excavation rig of Wicresoft, and install the borehole enlargement by drawing back device of predetermined dimension on its drilling rod; Then start the non-excavation rig of Wicresoft and return and drag, start back the holder reaming, till the reaming of borehole enlargement by drawing back device moves to active well;
Step 4, top is drawn cement pipe, (1) to remove back to and is dragged reamer, starts the non-excavation rig of Wicresoft, and drilling rod is crossing to received well; (2) push-bench is set in received well; (3) make cement pipe is put into received well, cover is put on drilling rod and the hauling pipe device is installed; (4) the non-excavation rig of startup Wicresoft returns and drags, and utilizes the hauling pipe device to drag cement pipe, starts simultaneously push-bench, cement pipe is headed in hole, until drag cement pipe top to precalculated position.
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CN201310363583XA CN103398215A (en) | 2013-08-20 | 2013-08-20 | Minimally-invasive non-excavation pipe jacking and pull technology |
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CN201310363583XA CN103398215A (en) | 2013-08-20 | 2013-08-20 | Minimally-invasive non-excavation pipe jacking and pull technology |
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CN201310363583XA Pending CN103398215A (en) | 2013-08-20 | 2013-08-20 | Minimally-invasive non-excavation pipe jacking and pull technology |
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Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104595578A (en) * | 2015-01-16 | 2015-05-06 | 天津穿越工程技术有限公司 | Updating method for indoor pipeline |
CN104864177A (en) * | 2015-03-27 | 2015-08-26 | 中国地质大学(武汉) | Trenchless pipeline traversing method integrating drilling and propping |
CN105673934A (en) * | 2015-12-24 | 2016-06-15 | 上海神洁环保科技股份有限公司 | Non-excavation cable laying and pipe arranging method |
CN105715867A (en) * | 2016-04-26 | 2016-06-29 | 中国地质大学(武汉) | Dragging and jacking combined laying method for nodular cast iron pipes |
CN106869040A (en) * | 2017-04-07 | 2017-06-20 | 安徽建筑大学 | A kind of Huizhou City traditional settlement street lane water small stream landscape renovation mechanism arrangement |
CN107131356A (en) * | 2016-02-29 | 2017-09-05 | 江苏沃迪建设工程有限公司 | A kind of minimally invasive small-bore pipe-jacking project construction method |
CN107620831A (en) * | 2017-09-20 | 2018-01-23 | 中铁八局集团电务工程有限公司 | A kind of construction method for passing through existing roadbed pipeline |
CN107940100A (en) * | 2017-11-26 | 2018-04-20 | 上海宝冶集团有限公司 | The drag pipe construction method of 4 points of orientations |
CN109798069A (en) * | 2019-01-22 | 2019-05-24 | 福建亿钻机械有限公司 | Deep basal pit small-bore pipeline repairs complete set of equipments and construction method |
CN110529136A (en) * | 2019-08-23 | 2019-12-03 | 广东凯厦建设工程有限公司 | Municipal blow-off line pipe jacking construction method |
CN111502683A (en) * | 2020-04-26 | 2020-08-07 | 中山市智合环境技术有限责任公司 | Mud-water balance pipe jacking method and device |
CN111749618A (en) * | 2020-07-20 | 2020-10-09 | 中山市智合环境技术有限责任公司 | Laser guide drilling method and system based on double-wall drill rod |
CN113482531A (en) * | 2021-08-20 | 2021-10-08 | 北京城建亚泰建设集团有限公司 | Long-distance directional drilling pipeline back-dragging slurry circulation construction process |
CN115355358A (en) * | 2022-07-06 | 2022-11-18 | 广东省第四建筑工程有限公司 | Trenchless pipeline jacking and laying construction method |
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WO1993012366A1 (en) * | 1991-12-19 | 1993-06-24 | Ilomaeki Valto | A method and apparatus to steer a tube line that has to be driven into the soil |
JPH08158792A (en) * | 1994-12-08 | 1996-06-18 | Kido Kensetsu Kogyo Kk | Replacement method of existing buried pipe |
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CN101776181A (en) * | 2010-04-22 | 2010-07-14 | 中建市政建设有限公司 | Waterproof grout-stopping device at jacking pipe entry portal and construction method thereof |
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WO1993012366A1 (en) * | 1991-12-19 | 1993-06-24 | Ilomaeki Valto | A method and apparatus to steer a tube line that has to be driven into the soil |
JPH08158792A (en) * | 1994-12-08 | 1996-06-18 | Kido Kensetsu Kogyo Kk | Replacement method of existing buried pipe |
CN1280263A (en) * | 1999-07-12 | 2001-01-17 | 四川石油管理局川东钻探公司 | Construction method of drawing casing through drilled hole |
CN1506605A (en) * | 2002-12-12 | 2004-06-23 | 上海市机械施工公司 | Two-step underground pipe-driving construction process |
CN101776181A (en) * | 2010-04-22 | 2010-07-14 | 中建市政建设有限公司 | Waterproof grout-stopping device at jacking pipe entry portal and construction method thereof |
Cited By (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104595578A (en) * | 2015-01-16 | 2015-05-06 | 天津穿越工程技术有限公司 | Updating method for indoor pipeline |
CN104864177A (en) * | 2015-03-27 | 2015-08-26 | 中国地质大学(武汉) | Trenchless pipeline traversing method integrating drilling and propping |
CN105673934A (en) * | 2015-12-24 | 2016-06-15 | 上海神洁环保科技股份有限公司 | Non-excavation cable laying and pipe arranging method |
CN107131356A (en) * | 2016-02-29 | 2017-09-05 | 江苏沃迪建设工程有限公司 | A kind of minimally invasive small-bore pipe-jacking project construction method |
CN105715867A (en) * | 2016-04-26 | 2016-06-29 | 中国地质大学(武汉) | Dragging and jacking combined laying method for nodular cast iron pipes |
CN106869040A (en) * | 2017-04-07 | 2017-06-20 | 安徽建筑大学 | A kind of Huizhou City traditional settlement street lane water small stream landscape renovation mechanism arrangement |
CN106869040B (en) * | 2017-04-07 | 2020-07-03 | 安徽建筑大学 | Mechanism device for traditional convergence street lane river landscape reconstruction |
CN107620831A (en) * | 2017-09-20 | 2018-01-23 | 中铁八局集团电务工程有限公司 | A kind of construction method for passing through existing roadbed pipeline |
CN107940100B (en) * | 2017-11-26 | 2020-02-28 | 上海宝冶集团有限公司 | Four-point oriented drag pipe construction method |
CN107940100A (en) * | 2017-11-26 | 2018-04-20 | 上海宝冶集团有限公司 | The drag pipe construction method of 4 points of orientations |
CN109798069A (en) * | 2019-01-22 | 2019-05-24 | 福建亿钻机械有限公司 | Deep basal pit small-bore pipeline repairs complete set of equipments and construction method |
CN110529136A (en) * | 2019-08-23 | 2019-12-03 | 广东凯厦建设工程有限公司 | Municipal blow-off line pipe jacking construction method |
CN111502683A (en) * | 2020-04-26 | 2020-08-07 | 中山市智合环境技术有限责任公司 | Mud-water balance pipe jacking method and device |
CN111502683B (en) * | 2020-04-26 | 2022-04-29 | 中山市智合环境技术有限责任公司 | Mud-water balance pipe jacking method and device |
CN111749618A (en) * | 2020-07-20 | 2020-10-09 | 中山市智合环境技术有限责任公司 | Laser guide drilling method and system based on double-wall drill rod |
CN113482531A (en) * | 2021-08-20 | 2021-10-08 | 北京城建亚泰建设集团有限公司 | Long-distance directional drilling pipeline back-dragging slurry circulation construction process |
CN113482531B (en) * | 2021-08-20 | 2022-10-11 | 北京城建亚泰建设集团有限公司 | Long-distance directional drilling pipeline back-dragging slurry circulation construction process |
CN115355358A (en) * | 2022-07-06 | 2022-11-18 | 广东省第四建筑工程有限公司 | Trenchless pipeline jacking and laying construction method |
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