CN205078283U - Tunnel geotechnique's cloth, waterproof board shop cloth machine - Google Patents
Tunnel geotechnique's cloth, waterproof board shop cloth machine Download PDFInfo
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- CN205078283U CN205078283U CN201520761354.8U CN201520761354U CN205078283U CN 205078283 U CN205078283 U CN 205078283U CN 201520761354 U CN201520761354 U CN 201520761354U CN 205078283 U CN205078283 U CN 205078283U
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- walking dolly
- self
- tunnel
- cloth
- splash guard
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Abstract
The utility model discloses a tunnel geotechnique's cloth, waterproof board shop cloth machine, including the self -propelled platform truck, self -propelled platform truck below is equipped with running gear, is equipped with the arc track on the self -propelled platform truck, is equipped with the walking dolly on the arc track, and the hoist engine is connected to the walking dolly, be equipped with the support frame on the walking dolly, be equipped with the cloth rewinder on the support frame, still be connected with the elasticity arm that has the cylinder on the walking dolly. The utility model has the advantages of reduce construction cost, lay the good and improvement efficiency of construction of quality.
Description
Technical field
The utility model relates to a kind of layout machine, particularly a kind of tunnel geotextiles, splash guard layout machine.
Background technology
Tunnel geotextiles, splash guard are one deck waterproof constructions that hoop performs in the preliminary bracing of shotcrete, it is the main waterproof and drain measure in tunnel, construction sequence is less, technique is simple, constructed in the past and substantially all leaned on that workman is free-hand to complete, plant equipment utilization rate is low, and labor strength is comparatively large, work consumption is higher.
Summary of the invention
The purpose of this utility model is, provides a kind of tunnel geotextiles, splash guard layout machine.Have reduce construction workload, reduce construction cost, laying quality is good and improve the feature of efficiency of construction.
The technical solution of the utility model: a kind of tunnel geotextiles, splash guard layout machine, comprise self-propelled carriage, below self-propelled carriage, be provided with walking mechanism, self-propelled carriage is provided with arc track, arc track is provided with walking dolly, and walking dolly connects hoist engine; Described walking dolly is provided with bracing frame, and bracing frame is provided with batcher; Described walking dolly is also connected with the elasticity arm with cylinder.
Aforesaid tunnel geotextiles, splash guard layout machine, self-propelled carriage is provided with operating platform.
Compared with prior art, geotextiles, splash guard are placed on the dolly of arcuately track travel by the utility model, utilize the elasticity arm on dolly that geotextiles, splash guard are close to sprayed mortar surface, utilize the manual work platform that layout machine chassis is formed, workman is very light is fixed on concrete surface by geotextiles, splash guard, laying quality is good, ensures two lining concrete structure sizes, avoids because the tenesmus of vault splash guard causes vault two to serve as a contrast the common quality defects such as concrete void.The utility model has reduction construction cost, laying quality is good and improve the advantages such as efficiency of construction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Being labeled as in accompanying drawing: 1-self-propelled carriage, 2-walking mechanism, 3-arc track, 4-walking dolly, 5-hoist engine, 6-bracing frame, 7-batcher, 8-cylinder, 9-elasticity arm, 10-operating platform.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is further described, but not as the foundation limited the utility model.
Embodiment 1.Tunnel geotextiles, splash guard layout machine, comprise self-propelled carriage 1, is provided with walking mechanism 2 below self-propelled carriage 1, and self-propelled carriage 1 is provided with arc track 3, and arc track 3 is provided with walking dolly 4, and walking dolly 4 connects hoist engine 5; Described walking dolly 4 is provided with bracing frame 6, and bracing frame 6 is provided with batcher 7; Described walking dolly 4 is also connected with the elasticity arm 9 with cylinder 8.
Aforesaid tunnel geotextiles, splash guard layout machine, self-propelled carriage 1 is provided with operating platform 10.
Construction sequence is as follows:
1, after leveling layer concreting in tunnel completes, steel rail laying, the self-propelled carriage 1 longitudinally walking along tunnel in orbit, utilizes hoist engine 5 that self-propelled carriage 1 is moved to construction location;
2, walking dolly 4 is moved to the arch springing of side, geotextiles rolled on batcher 7 is placed on walking dolly 4, with bolt, two is fixed;
3, after wrapping longitudinal drainage pipe by geotextiles, workman utilizes ail gun the geotextiles of arch springing part to be fixed;
4, with control appliance be movably walking dolly 4 arcuately track 3 slide into geotextiles must the height ordered of anchor, workman utilizes ail gun to order at concrete surface by geotextiles, operation and so forth;
5, utilize the operating platform 10 on self-propelled carriage 1 to coordinate walking dolly 4, geotextiles is constructed complete by side to opposite side;
6, walking dolly 4 is got back to initial position (arch springing), the splash guard putting on axle is put on walking dolly 4 batcher 7, lift and be put on walking dolly 4, elasticity arm 9 must be used when laying splash guard, splash guard protrudes upward oppositely is close to Geotextile after the cylinder 8 of elasticity arm 9, can conveniently be fixed on tunnel by splash guard by elasticity arm 9;
7, after wrapping longitudinal drainage pipe with splash guard, fixing splash guard, upwards along rail moving walking dolly 4 to link plate height, manually carries out link plate operation, constructs and so forth, apply complete by splash guard by side to opposite side;
8, utilize and climb welding machine and splice adjacent splash guard, namely complete the construction of tunnel waterproofing construction layer, utilize walking mechanism 2 to move to next job position.
Claims (2)
1. a tunnel geotextiles, splash guard layout machine, it is characterized in that: comprise self-propelled carriage (1), self-propelled carriage (1) below is provided with walking mechanism (2), self-propelled carriage (1) is provided with arc track (3), arc track (3) is provided with walking dolly (4), and walking dolly (4) connects hoist engine (5); Described walking dolly (4) is provided with bracing frame (6), and bracing frame (6) is provided with batcher (7); Described walking dolly (4) is also connected with the elasticity arm (9) with cylinder (8).
2. tunnel according to claim 1 geotextiles, splash guard layout machine, is characterized in that: self-propelled carriage (1) is provided with operating platform (10).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520761354.8U CN205078283U (en) | 2015-09-29 | 2015-09-29 | Tunnel geotechnique's cloth, waterproof board shop cloth machine |
Applications Claiming Priority (1)
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CN201520761354.8U CN205078283U (en) | 2015-09-29 | 2015-09-29 | Tunnel geotechnique's cloth, waterproof board shop cloth machine |
Publications (1)
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CN205078283U true CN205078283U (en) | 2016-03-09 |
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CN201520761354.8U Active CN205078283U (en) | 2015-09-29 | 2015-09-29 | Tunnel geotechnique's cloth, waterproof board shop cloth machine |
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Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106194220A (en) * | 2016-08-29 | 2016-12-07 | 石家庄铁道大学 | Tunnel splash guard installs chassis |
CN106837391A (en) * | 2017-04-01 | 2017-06-13 | 中国铁道科学研究院铁道建筑研究所 | A kind of method for spreading hanging platform car and tunnel waterproofing construction being set |
CN106988770A (en) * | 2017-05-19 | 2017-07-28 | 龚岗 | Geotextiles waterproof cloth and two lined steel muscle are plated in integrated bogie hearth |
CN107654242A (en) * | 2017-10-13 | 2018-02-02 | 湖南五新隧道智能装备股份有限公司 | A kind of waterproof construction arm group |
CN107747496A (en) * | 2017-12-03 | 2018-03-02 | 刘辉 | Tunnel intelligent construction trolley and the method using chassis laying non-woven geotextile |
CN108194106A (en) * | 2018-02-26 | 2018-06-22 | 龚岗 | Tunnel bolt-spary supports concrete trolley mobile pouring forms and construction technology |
CN108468554A (en) * | 2018-06-08 | 2018-08-31 | 涪特智能装备(重庆)有限公司 | The mechanical laying method of tunnel trolley and earth water-proof plate and two lining longitudinal reinforcements |
CN108468558A (en) * | 2018-05-31 | 2018-08-31 | 中铁隧道集团二处有限公司 | A kind of anchor bar of waterproof plate in tunnels laying trolley with multiple degrees of freedom regulatory function |
CN110307014A (en) * | 2019-06-10 | 2019-10-08 | 中交一公局桥隧工程有限公司 | Automatic laying and hanging trolley construction method for waterproof board |
-
2015
- 2015-09-29 CN CN201520761354.8U patent/CN205078283U/en active Active
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106194220A (en) * | 2016-08-29 | 2016-12-07 | 石家庄铁道大学 | Tunnel splash guard installs chassis |
CN106837391B (en) * | 2017-04-01 | 2019-09-06 | 中国铁道科学研究院铁道建筑研究所 | A method of paving hanging platform vehicle and setting tunnel waterproofing construction |
CN106837391A (en) * | 2017-04-01 | 2017-06-13 | 中国铁道科学研究院铁道建筑研究所 | A kind of method for spreading hanging platform car and tunnel waterproofing construction being set |
CN106988770A (en) * | 2017-05-19 | 2017-07-28 | 龚岗 | Geotextiles waterproof cloth and two lined steel muscle are plated in integrated bogie hearth |
CN106988770B (en) * | 2017-05-19 | 2023-04-14 | 龚岗 | Geotextile waterproof cloth and two-lining reinforcing steel bar laying and laying integrated trolley |
CN107654242A (en) * | 2017-10-13 | 2018-02-02 | 湖南五新隧道智能装备股份有限公司 | A kind of waterproof construction arm group |
CN107747496A (en) * | 2017-12-03 | 2018-03-02 | 刘辉 | Tunnel intelligent construction trolley and the method using chassis laying non-woven geotextile |
CN108194106B (en) * | 2018-02-26 | 2019-09-03 | 龚岗 | The mobile pouring construction technique of tunnel bolt-spary supports concrete trolley |
CN108194106A (en) * | 2018-02-26 | 2018-06-22 | 龚岗 | Tunnel bolt-spary supports concrete trolley mobile pouring forms and construction technology |
CN108468558A (en) * | 2018-05-31 | 2018-08-31 | 中铁隧道集团二处有限公司 | A kind of anchor bar of waterproof plate in tunnels laying trolley with multiple degrees of freedom regulatory function |
CN108468554A (en) * | 2018-06-08 | 2018-08-31 | 涪特智能装备(重庆)有限公司 | The mechanical laying method of tunnel trolley and earth water-proof plate and two lining longitudinal reinforcements |
CN108468554B (en) * | 2018-06-08 | 2023-11-17 | 涪特智能装备(重庆)有限公司 | Tunnel trolley, geotextile waterproof board and mechanical laying method of two-lining longitudinal steel bars |
CN110307014A (en) * | 2019-06-10 | 2019-10-08 | 中交一公局桥隧工程有限公司 | Automatic laying and hanging trolley construction method for waterproof board |
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Legal Events
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CB03 | Change of inventor or designer information |
Inventor after: Chen Jin Inventor after: Luo Yanbiao Inventor after: Zhang Jian Inventor after: Fu Hao Inventor after: Xiang Haiyan Inventor before: Chen Jin Inventor before: Luo Yanbiao Inventor before: Zhang Jian Inventor before: Fu Hao |
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COR | Change of bibliographic data |