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CN201627590U - Waterproof and grout stop device at the entrance of pipe jacking - Google Patents

Waterproof and grout stop device at the entrance of pipe jacking Download PDF

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Publication number
CN201627590U
CN201627590U CN2010201666854U CN201020166685U CN201627590U CN 201627590 U CN201627590 U CN 201627590U CN 2010201666854 U CN2010201666854 U CN 2010201666854U CN 201020166685 U CN201020166685 U CN 201020166685U CN 201627590 U CN201627590 U CN 201627590U
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China
Prior art keywords
pipe
brush
jacking
well
waterproof
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Expired - Lifetime
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CN2010201666854U
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Chinese (zh)
Inventor
黄常波
李钟�
张可能
钱洪福
罗泽华
邓美龙
黎永索
油新华
朱军军
丁海明
彭环云
杨仙
许庆伟
郝本峰
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Central South University
China Construction Communications Engineering Group Co Ltd
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Central South University
China Construction Municipal Engineering Corp Ltd
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    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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Abstract

一种顶管进洞洞口防水止浆装置,与井圈固定连接,所述井圈上固定有刷架,刷架内侧固定有井圈刷和注油管;井圈刷环向设置于顶管与刷架之间,井圈刷是由里外两层薄铁片和内部的弹性钢丝组成的圈形夹层结构,井圈刷的刷体位于井口处,刷体向顶管弯曲、刷头贴紧顶管的外壁,并堵住顶管与围岩之间的空隙,刷架上还固定有注油管,注油管的出口伸至井圈刷的夹层内,顶管的管内壁至管外壁穿有注浆管,注浆管的出口伸至空隙内。其优点是止水止浆效果好,解决了顶管施工过程中的塌陷、沉降问题,降低顶管压力效果明显,无需人工操作,省时省力。

Figure 201020166685

A water-proof and slurry-stopping device at the entrance of a pipe jacking hole, which is fixedly connected to the well ring, on which a brush frame is fixed, and a well ring brush and an oil injection pipe are fixed on the inside of the brush frame; the well ring brush is circumferentially arranged between the pipe jacking and the Between the brush holders, the well ring brush is a ring-shaped interlayer structure composed of two layers of thin iron sheets inside and outside and the inner elastic steel wire. The brush body of the well ring brush is located at the wellhead, the brush body is bent toward the jacking pipe, and the brush head is close The outer wall of the pipe jacking, and to block the gap between the pipe jacking and the surrounding rock, the oil injection pipe is also fixed on the brush frame, the outlet of the oil injection pipe extends into the interlayer of the well circle brush, and the inner wall of the pipe jacking to the outer wall of the pipe is pierced with The grouting pipe, the outlet of the grouting pipe extends into the gap. Its advantage is that it has a good effect of stopping water and grouting, solves the problems of collapse and settlement during the pipe jacking construction process, and has an obvious effect of reducing the pressure of pipe jacking, without manual operation, saving time and effort.

Figure 201020166685

Description

Waterproof grout-stopping device at jacking pipe entry portal
Technical field
The utility model relates to municipal waterproof construction field, and the hole waterproof in particularly a kind of pipe-jacking project is ended sizing device.
Background technology
Along with developing rapidly of China's municipal engineering, pipe-jacking project enters a fast-developing period.Several modes such as the job practices of domestic underground municipal engineering mainly contains that open cut, tunneling, lid are dug, shield structure and push pipe.Compare with other several worker's methods, construction by pipeline jacking method has obvious superiority, and its range of application more and more widely.Push pipe slip casting for reducing push pipe pressure, guarantees that the safety of jacking construction and surrounding enviroment has important effect as a key technology of pipe jacking method.
At present in municipal engineering and underground engineering field, particularly in the pipe jacking method engineering, the follow-up external diameter of pipe of push pipe guide external diameter of pipe is big, the outer space that exists of pipe in the push pipe process, when in weeping formation, carrying out jacking construction, underground water to walling crib mouth seepage, formed aquaporin from the space outside pipe, may cause accidents such as landslide.In order to reduce tube wall external friction resistance and filling tube wall outer void, often outside tube wall, inject bentonite slurry in the push pipe process, and bentonite slurry flows out from the push pipe outside easily, be unfavorable for that sealing ends slurry and drag reduction.
The utility model content
The purpose of this utility model provides a kind of waterproof grout-stopping device at jacking pipe entry portal, the technical problem of solve walling crib mouth sealing in the jacking construction process, ending slurry.
For achieving the above object, the utility model adopts following technical scheme.
This waterproof grout-stopping device at jacking pipe entry portal is fixedlyed connected with walling crib, it is characterized in that: be fixed with brush holder on the described walling crib, the brush holder inboard is fixed with walling crib brush and oil fuel tube; The walling crib brush ring is to being arranged between push pipe and the brush holder, the cast sandwich that the walling crib brush is made up of about two layers of thin iron plate and inner elastic wire, the brush body of walling crib brush is positioned at the well head place, brush body is adjacent to the outer wall of push pipe to push pipe bending, brush, and block space between push pipe and the country rock, and also being fixed with oil fuel tube on the brush holder, the outlet of oil fuel tube extends in the interlayer of walling crib brush, the inside pipe wall of push pipe is installed with Grouting Pipe to managing outer wall, and the outlet of Grouting Pipe extends in the space.
Described brush holder can be brushed by the bolt walling crib.
Described brush holder can be to be surrounded between cast overall structure steel plate that the push pipe periphery is provided with or each section to adopt welding or bolt connection.
Described brush holder can be steel plate or the steel bracket that segmentation is provided with.
The brush of described walling crib brush is a plagiocephaly, oblique being adjacent to of outer wall of it and push pipe, and the angle of inclination is less than 90 ° and greater than 0 °.
The utlity model has following characteristics and beneficial effect.
The utility model has been installed walling crib brush hole sealing device at the walling crib mouth in the push pipe process, and by grouting port injection colloid substance in the walling crib brush, after push pipe enters walling crib, in push pipe, inject drag reducer synchronously to the space by Grouting Pipe, compressing walling crib brush, make the walling crib brush be close to the push pipe external surface, thereby reach the purpose that the hole waterproof is ended slurry.This device has following some advantage.
(1), adopt this device can stop water from the space, to ooze out, avoid surface settlement, reduce the risk of surface collapse.
(2), in the long-distance pipe jacking process, to pipe is outer when injecting bentonite slurry, adopt this device can stop slurries from the space, to spill, raising slip casting drag-reduction effect.
(3), this device is installed after, need not manually-operated, time saving and energy saving, accelerate construction progress greatly.
(4), for big density push pipe, this device can reuse, cost is low, economic environmental protection.
Description of drawings
Fig. 1 is a structure elevational schematic view of the present utility model.
Fig. 2 is the structural representation of A-A section among Fig. 1.
Reference numeral: 1-walling crib brush, 1.1-tagger, 1.2-elastic wire, 2-brush holder, 3-bolt, 4-walling crib, 5-push pipe, 6-oil fuel tube, 7-Grouting Pipe, 8-space, 9-country rock.
The specific embodiment
Embodiment is referring to shown in Fig. 1-2, and this waterproof grout-stopping device at jacking pipe entry portal is fixedlyed connected with walling crib 4, it is characterized in that: be fixed with brush holder 2 on the described walling crib 4, brush holder 2 inboards are fixed with walling crib brush 1 and oil fuel tube 6 by bolt 3; Walling crib brush 1 is arranged circumferentially between push pipe 5 and brush holder 2, the cast sandwich that walling crib brush 1 is made up of about two layers of thin iron plate 1.1 and inner elastic wire 1.2, the brush body of walling crib brush 1 is positioned at the well head place, brush body is adjacent to the outer wall of push pipe 5 to push pipe bending, brush, and block space 8 between push pipe 5 and the country rock 9, also be fixed with oil fuel tube 6 on the brush holder 2, the outlet of oil fuel tube extends in the interlayer of walling crib brush, the inside pipe wall of push pipe 5 is installed with Grouting Pipe 7 to managing outer wall, and the outlet of Grouting Pipe 7 extends in the space 8.
Described brush holder 2 can be to be surrounded between cast overall structure steel plate that push pipe 5 peripheries are provided with or each section to adopt welding or bolt connection.Brush holder 2 also can be steel plate or the steel bracket that segmentation is provided with.
The brush of described walling crib brush 1 is a plagiocephaly, oblique being adjacent to of outer wall of it and push pipe 5,20 °~60 ° at angle of inclination.
A kind of job practices of using waterproof grout-stopping device at jacking pipe entry portal is characterized in that construction sequence is as follows.
Step 1, welding brush holder 2 on walling crib 4, walling crib brush 1 and oil fuel tube 6 is fixing with brush holder 2, walling crib brush 1 is arranged circumferentially between push pipe 5 and brush holder 2, the cast sandwich that walling crib brush 1 is made up of about two layers of thin iron plate 1.1 and inner elastic wire 1.2, the brush body of walling crib brush 1 is positioned at the well head place, and brush body is adjacent to the outer wall of push pipe 5 to push pipe bending, brush, and blocks the space 8 between push pipe 5 and the country rock 9.
Step 2, the outlet of oil fuel tube extend in the interlayer of walling crib brush, inject grease with oil fuel tube 6 in walling crib brush 1.
Step 3, the inside pipe wall of push pipe 5 is installed with Grouting Pipe 7 to managing outer wall, and the outlet of Grouting Pipe 7 extends in the space 8, injects gluey slurries with Grouting Pipe 7 in space 8, and described gluey slurries are dense bentonite slurries.

Claims (5)

1.一种顶管进洞洞口防水止浆装置,与井圈(4)固定连接,其特征在于:所述井圈(4)上固定有刷架(2),刷架(2)内侧固定有井圈刷(1)和注油管(6);井圈刷(1)环向设置于顶管(5)与刷架(2)之间,井圈刷(1)是由里外两层薄铁片(1.1)和内部的弹性钢丝(1.2)组成的圈形夹层结构,井圈刷(1)的刷体位于井口处,刷体向顶管弯曲、刷头贴紧顶管(5)的外壁,并堵住顶管(5)与围岩(9)之间的空隙(8),刷架(2)上还固定有注油管(6),注油管的出口伸至井圈刷的夹层内,顶管(5)的管内壁至管外壁穿有注浆管(7),注浆管(7)的出口伸至空隙(8)内。1. A waterproof and anti-slurry device at the entrance of the pipe jacking hole, which is fixedly connected with the well circle (4), characterized in that: the well circle (4) is fixed with a brush holder (2), and the inner side of the brush holder (2) is fixed There are well ring brushes (1) and oil injection pipes (6); the well ring brushes (1) are arranged circumferentially between the jacking pipe (5) and the brush holder (2), and the well ring brushes (1) are composed of two layers inside and outside A ring-shaped sandwich structure composed of thin iron sheets (1.1) and internal elastic steel wires (1.2), the brush body of the well ring brush (1) is located at the wellhead, the brush body is bent toward the jacking pipe, and the brush head is close to the jacking pipe (5) and block the gap (8) between the jacking pipe (5) and the surrounding rock (9). The oil injection pipe (6) is also fixed on the brush frame (2). The outlet of the oil injection pipe extends to the well circle brush In the interlayer, a grouting pipe (7) is pierced from the inner wall of the jacking pipe (5) to the outer wall of the pipe, and the outlet of the grouting pipe (7) extends into the gap (8). 2.根据权利要求1所述的顶管进洞洞口防水止浆装置,其特征在于:所述刷架(2)由螺栓(3)固定井圈刷(1)。2. The waterproof and anti-slurry device at the entrance of the pipe jacking hole according to claim 1, characterized in that: the brush holder (2) is fixed by bolts (3) to the well ring brush (1). 3.根据权利要求2所述的顶管进洞洞口防水止浆装置,其特征在于:所述刷架(2)是环绕于顶管(5)外周设置的圈形整体结构钢板或各段之间采用焊接或螺栓连接。3. The waterproof and slurry-proof device for the entrance of the pipe jacking hole according to claim 2, characterized in that: the brush holder (2) is a ring-shaped integral structural steel plate arranged around the outer periphery of the pipe jacking (5) or one of each section The connections are welded or bolted. 4.根据权利要求2所述的顶管进洞洞口防水止浆装置,其特征在于:所述刷架(2)是分段设置的钢板或钢支架。4. The waterproof and anti-slip device for pipe jacking holes according to claim 2, characterized in that: the brush holder (2) is a steel plate or a steel bracket arranged in sections. 5.根据权利要求2所述的顶管进洞洞口防水止浆装置,其特征在于:所述井圈刷(1)的刷头为斜头,它与顶管(5)的外壁斜向贴紧,倾斜角度小于90°并大于0°。5. The waterproof and anti-slurry device at the entrance of the pipe jacking hole according to claim 2, characterized in that: the brush head of the well ring brush (1) is an oblique head, which sticks obliquely to the outer wall of the pipe jacking (5) Tight, the inclination angle is less than 90° and greater than 0°.
CN2010201666854U 2010-04-22 2010-04-22 Waterproof and grout stop device at the entrance of pipe jacking Expired - Lifetime CN201627590U (en)

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Application Number Priority Date Filing Date Title
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN102080554A (en) * 2011-02-16 2011-06-01 长江水利委员会长江勘测规划设计研究院 Waterproof airbag for tunnel shield to enter the hole
CN102678133A (en) * 2012-06-06 2012-09-19 陈建波 Device and method for stopping water when heading device enters into receiving well
CN103726497A (en) * 2014-01-10 2014-04-16 中国地质大学(北京) Pipe-jacking working well mouth reinforcing device
CN104455724A (en) * 2014-09-30 2015-03-25 中铁十八局集团有限公司 Tube push bench receiving device and method under high-water-pressure condition
CN110500122A (en) * 2019-08-22 2019-11-26 郑州市市政工程总公司 Waterproof reinforcement structure of pipe jacking construction opening and waterproof reinforcement method of pipe jacking construction opening

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN102080554A (en) * 2011-02-16 2011-06-01 长江水利委员会长江勘测规划设计研究院 Waterproof airbag for tunnel shield to enter the hole
CN102080554B (en) * 2011-02-16 2013-01-09 长江水利委员会长江勘测规划设计研究院 Waterproof airbag for tunnel shield to enter the hole
CN102678133A (en) * 2012-06-06 2012-09-19 陈建波 Device and method for stopping water when heading device enters into receiving well
CN102678133B (en) * 2012-06-06 2014-10-29 上海市基础工程集团有限公司 Device and method for stopping water when heading device enters into receiving well
CN103726497A (en) * 2014-01-10 2014-04-16 中国地质大学(北京) Pipe-jacking working well mouth reinforcing device
CN103726497B (en) * 2014-01-10 2016-06-22 中国地质大学(北京) Upper pipe working well reinforcing device
CN104455724A (en) * 2014-09-30 2015-03-25 中铁十八局集团有限公司 Tube push bench receiving device and method under high-water-pressure condition
CN104455724B (en) * 2014-09-30 2016-07-06 中铁十八局集团有限公司 Under high hydraulic condition, push-bench receives device and method of reseptance
CN110500122A (en) * 2019-08-22 2019-11-26 郑州市市政工程总公司 Waterproof reinforcement structure of pipe jacking construction opening and waterproof reinforcement method of pipe jacking construction opening
CN110500122B (en) * 2019-08-22 2024-04-12 郑州市市政工程总公司 Waterproof reinforcing structure and waterproof reinforcing method for pipe-jacking construction hole

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GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: CHINA CONSTRUCTION COMMUNICATION ENGINEERING GROUP

Free format text: FORMER NAME: CHINA CONSTRUCTION MUNICIPAL CONSTRUCTION CO., LTD.

CP01 Change in the name or title of a patent holder

Address after: 100161, China Fengtai District Beijing No. 52 South Fourth Ring Road, the establishment of a bureau building

Patentee after: China Construction Communications Engineering Group Corporation United

Patentee after: Central South University

Address before: 100161, China Fengtai District Beijing No. 52 South Fourth Ring Road, the establishment of a bureau building

Patentee before: China Construction Municipal Construction Corporation Limitd

Patentee before: Central South University

Address after: 100161, China Fengtai District Beijing No. 52 South Fourth Ring Road, the establishment of a bureau building

Patentee after: China Construction Communications Engineering Group Corporation United

Patentee after: Central South University

Address before: 100161, China Fengtai District Beijing No. 52 South Fourth Ring Road, the establishment of a bureau building

Patentee before: China Construction Municipal Construction Corporation Limitd

Patentee before: Central South University

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Granted publication date: 20101110

CX01 Expiry of patent term