CN203546725U - Backfilling grouting device capable of being recycled - Google Patents

Backfilling grouting device capable of being recycled Download PDF

Info

Publication number
CN203546725U
CN203546725U CN201320404182.XU CN201320404182U CN203546725U CN 203546725 U CN203546725 U CN 203546725U CN 201320404182 U CN201320404182 U CN 201320404182U CN 203546725 U CN203546725 U CN 203546725U
Authority
CN
China
Prior art keywords
grouting
pipe
sleeve
grouting device
backfill
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
CN201320404182.XU
Other languages
Chinese (zh)
Inventor
苗春刚
宋伟龙
杨秀仁
孙立军
付款峰
黄美群
徐阳
王庆峰
仪松青
徐龙
王臣
吴兰婷
丁德云
吴成刚
荣冰
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.)
China Railway 14th Bureau Group Co Ltd
Beijing Urban Construction Design and Development Group Co Ltd
Original Assignee
Beijing Urban Establishing Design & Research Institute Co Ltd
China Railway 14th Bureau Group Co Ltd
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 Beijing Urban Establishing Design & Research Institute Co Ltd, China Railway 14th Bureau Group Co Ltd filed Critical Beijing Urban Establishing Design & Research Institute Co Ltd
Priority to CN201320404182.XU priority Critical patent/CN203546725U/en
Application granted granted Critical
Publication of CN203546725U publication Critical patent/CN203546725U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

The utility model relates to a backfilling grouting device capable of being recycled, which comprises a grouting pipe and a connecting pipe. A ball valve is arranged between the grouting pipe and the connecting pipe. One end of the connecting pipe is connected with a sleeve through a screw, a bulkhead nut, an extruding nut and a thrust bearing successively. A plurality of rubber rings are sleeved on the sleeve. The backfilling grouting device has the functions of: satisfying use requirement, saving cost through recycling, greatly improving construction efficiency, and simultaneously improving in-hole construction environment to a certain extent.

Description

A kind of backfill grouting device reusing
Technical field
The utility model relates to underground structrue engineering field, relates in particular to a kind of backfill grouting device.
Background technology
Nearly ten years, domestic subway construction has entered the period of fast development.Each city underground line design of the whole nation is more and more, and Rail traffic network is day by day intensive, and subway line design is generally laid along major trunk roads, and circuit network will pass through the intensive place of passenger flow as far as possible, generally along business district or resident's close quarters plan.Due to surrounding enviroment restriction, at urban central zone, adopt hidden construction process construction more.Underground excavation can make around stratum and ground generation distortion, and severe patient can have influence on the normal use that closes on building construction and periphery pipeline.Because being out of shape, excessively cause house and line break, the engineering accident such as tilt, cave in happens occasionally.Therefore, the construction of solution subway engineering, especially in hidden construction process construction, the control of surrounding ground sedimentation has been become to the most important thing, controlling at present one of Stratum Loss and sedimentation effective method is exactly backfill grouting, and backfill grouting is also indispensable one section of operation in hidden construction process working procedure.So, how to carry out fast backfill grouting, guarantee that grouting quality is the important topic that tunneling construction risk is controlled.To the research of this problem, can not only effectively control construction risk, for improving construction efficiency, improve construction environment and be significant.
Tradition backfill grouting way is all must welding Grouting Pipe before each slip casting, after slip casting finishes, will cut off Grouting Pipe, welds and cut off minimum 30 minutes of the time of a Grouting Pipe, with 4 of welding rods, has taken a large amount of time and waste electricity, has strengthened cost; While reusing, owing to last time welding the existence of wound, caused very large difficulty to welding for the second time next time, and weld interval is long, and poor welding quality has extended the engineering time, has reduced efficiency of construction; Meanwhile, because construction space in hidden construction process engineering method condition restriction tunnel is narrow and small, this construction method must be used electric welding machine, makes job site more crowded, has increased potential safety hazard.
Utility model content
The purpose of this utility model is to provide a kind of backfill grouting device reusing, and with a kind of expansion type stop grouting plug that need not weld, substitutes the construction of traditional welding method grouting stop-valve.
The technical solution of the utility model is as follows: a kind of backfill grouting device reusing, comprise Grouting Pipe, tube connector, between Grouting Pipe and tube connector, be provided with ball valve, one end of tube connector is connected with a sleeve with thrust bearing by screw, plug nut, extruding nut successively, is arranged with a plurality of rubber rings on sleeve.
Further, wherein push nut both sides and be provided with wrench for steel tube;
Further, its middle sleeve, Grouting Pipe and tube connector adopt galvanized pipe to make.
Basic principle of the present utility model is to adopt sleeve extruding rubber ring, rubber ring is deformed, thereby be firmly stuck in concrete hole, connecting bolt connection grouting stop-valve for one end at stop grouting plug, when finishing, slip casting closes in time grouting stop-valve, after concrete initial set, loosening sleeve is removed stop grouting plug, removes pipe inner concrete.The main material that this backfill grouting device uses has: galvanized pipe, PVC rubber ring, nut.The design of this backfill grouting device and application have installs and uses quick, good leak tightness, easily changes and repair and save the advantages such as artificial and material cost.
The beneficial effects of the utility model are: the installation and removal time used of the backfill grouting device that can reuse is about 10 minutes, saved the plenty of time, also the smog not producing because of electric welding, improved construction environment, adopted the good rubber of durability degree, flexible can be closely connected with hole wall, be difficult for spillage and running pulp, the design of this slurry casting machine is a set of bolted assembly simultaneously, and local parts damages and wearing and tearing are convenient to change.Facts have proved, this backfill grouting apparatus is easy for installation, use is quick, reduces recruitment; Can recycle many times, save the materials such as pre-buried welded tube and welding rod, remarkable benefit, has good using value and dissemination.
Accompanying drawing explanation
Fig. 1 is a kind of backfill grouting device design diagram reusing;
Fig. 2 is a kind of backfill grouting device fundamental diagram reusing.
Description of reference numerals:
1. ball valve; 2. screw; 3. plug nut; 4. wrench for steel tube; 5. push nut; 6. rubber ring; 7. Grouting Pipe; 8. tube connector; 9. thrust bearing; 10. sleeve; 11. pads; 12. plug nuts; 13. concrete structures; 14. backfill slurries; 15. injected holes.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described further.
1) its Specific construction process is as follows: utilize wrench for steel tube to insert in pre-plugged or the interim injected hole of opening the backfill grouting device processing, utilize sleeve extruding rubber ring, make rubber ring expand distortion, thereby be firmly stuck in concrete hole.Then the Grouting Pipe of backfill grouting device and slip casting machine pipes are connected firmly, after before slip casting, the connection of machine, pipeline being checked, open grouting stop-valve and carry out backfill grouting construction.When slip casting finishes, close in time grouting stop-valve, after concrete initial set, loosening sleeve is removed stop grouting plug, removes coagulation in pipe, carries out by that analogy next backfill grouting construction.
2) what this backfill grouting device rapidoprint adopted is Φ 25 (thick 3mm) galvanized pipe, external diameter Φ 46PVC rubber ring, the handled nut of internal diameter Φ 25 weldering, XC51105 type thrust bearing, Φ 32 pads, Φ 32 galvanized pipes, Φ 20 galvanized pipes, Φ 20 ball valves, Φ 25 nuts, above material is building site common materials, obtain easily, it is convenient to change, and concrete thin portion structure is shown in Fig. 1.Its cardinal principle is to connect with boltsly, simple to operate and be connected firmly, and concrete principle is shown in Fig. 2.Employing, after engineered fill slurry casting machine, has been saved the working time, has reduced labor strength, has improved operating efficiency, has reduced cost.The slip casting of each hole of stop grouting plug slip casting is saved 20 minutes, 4 of capable of saving welding rods, using electricity wisely, directly and indirect benefit all considerable.

Claims (3)

1. the backfill grouting device that can reuse, comprise Grouting Pipe, tube connector, it is characterized in that being provided with ball valve between Grouting Pipe and tube connector, one end of tube connector is connected with a sleeve with thrust bearing by screw, plug nut, extruding nut successively, is arranged with a plurality of rubber rings on sleeve.
2. the backfill grouting device reusing as claimed in claim 1, wherein pushes nut both sides and is provided with wrench for steel tube.
3. the backfill grouting device reusing as claimed in claim 1, its middle sleeve, Grouting Pipe and tube connector adopt galvanized pipe to make.
CN201320404182.XU 2013-07-09 2013-07-09 Backfilling grouting device capable of being recycled Expired - Fee Related CN203546725U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320404182.XU CN203546725U (en) 2013-07-09 2013-07-09 Backfilling grouting device capable of being recycled

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320404182.XU CN203546725U (en) 2013-07-09 2013-07-09 Backfilling grouting device capable of being recycled

Publications (1)

Publication Number Publication Date
CN203546725U true CN203546725U (en) 2014-04-16

Family

ID=50464861

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320404182.XU Expired - Fee Related CN203546725U (en) 2013-07-09 2013-07-09 Backfilling grouting device capable of being recycled

Country Status (1)

Country Link
CN (1) CN203546725U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108316950A (en) * 2018-03-18 2018-07-24 中铁十九局集团第三工程有限公司 Tunnel vault concrete belt mould backfills filling system and its grouting method
CN110005447A (en) * 2019-05-23 2019-07-12 青岛亿联集团股份有限公司 A kind of grouting equipment that can be used repeatedly based on green building construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108316950A (en) * 2018-03-18 2018-07-24 中铁十九局集团第三工程有限公司 Tunnel vault concrete belt mould backfills filling system and its grouting method
CN110005447A (en) * 2019-05-23 2019-07-12 青岛亿联集团股份有限公司 A kind of grouting equipment that can be used repeatedly based on green building construction

Similar Documents

Publication Publication Date Title
CN205261132U (en) Non - excavation repair system of method of inserting expands
CN102889427B (en) Device, system and method for repairing underground pipeline of trenchless pneumatic cracking pipe
CN105298025A (en) Continuous spiral grouting sleeve
CN206035500U (en) Adopt prestressing steel's section of jurisdiction connecting device
CN101526003B (en) Method for blocking up and treating high pressure large-flow stable underground water burst
CN105862990A (en) Prefabricated assembly well wall structure and construction method thereof
CN204040062U (en) Prefabricated wedge shape flexible interface assembling piping lane
CN202852194U (en) Device and system of under ground pipeline repair without excavation of pneumatic burst pipe
CN205670671U (en) Cable seal water repellent component
CN104727425A (en) Traction-type non-excavation pipeline repairing method
CN105350987A (en) Fixed installation structure and method for pre-buried channel in mine digging method trolley
CN203546725U (en) Backfilling grouting device capable of being recycled
CN204491645U (en) A kind of deep foundation pit precipitation well-sealing device
CN203939061U (en) A kind of pipe jacking tool pipe turnover hole antipriming
CN210462146U (en) Circular pipeline repairing structure
KR20150133996A (en) Method for repaering a non-excavation drainpipecapable
CN204424850U (en) Cable laying RC pipejacking
CN204098067U (en) Side's culvert formula underground pipe gallery
CN210684775U (en) Water-stopping sleeve is worn to utility tunnel side wall flange crowd
CN209923963U (en) Anti-icing awl grouting system of major diameter single pile basis
CN204456024U (en) For the grounding apparatus of power station water-conveyance tunnel steel lining section
CN103132529B (en) Design method of automatic plugging type mud-jacking connector
CN104294827B (en) Major diameter high pressure duct grouting structure and grouting method
CN204112406U (en) A kind of prestressed concrete flexible insert mouth anti-leakage Fang Han
CN202228786U (en) MPP traction tube

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee
CP01 Change in the name or title of a patent holder

Address after: 250000 No. 16 Heping Road, Shandong, Ji'nan

Patentee after: China Railway Shisiju Group Corporation

Patentee after: BEIJING URBAN CONSTRUCTION DESIGN & DEVELOPMENT GROUP CO., LIMITED

Address before: 250000 No. 16 Heping Road, Shandong, Ji'nan

Patentee before: China Railway Shisiju Group Corporation

Patentee before: Beijing Urban Establishing Design & Research Institute Co., Ltd.

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

Granted publication date: 20140416

Termination date: 20180709

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