CN109138495A - System and construction method are lifted in a kind of construction of eminence pipe string - Google Patents

System and construction method are lifted in a kind of construction of eminence pipe string Download PDF

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Publication number
CN109138495A
CN109138495A CN201710507992.0A CN201710507992A CN109138495A CN 109138495 A CN109138495 A CN 109138495A CN 201710507992 A CN201710507992 A CN 201710507992A CN 109138495 A CN109138495 A CN 109138495A
Authority
CN
China
Prior art keywords
pipeline
adjusting rod
pipe string
group
construction
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.)
Pending
Application number
CN201710507992.0A
Other languages
Chinese (zh)
Inventor
陈雷
赵瑜
金辽东
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 MCC20 Group Corp Ltd
Original Assignee
China MCC20 Group Corp 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 China MCC20 Group Corp Ltd filed Critical China MCC20 Group Corp Ltd
Priority to CN201710507992.0A priority Critical patent/CN109138495A/en
Publication of CN109138495A publication Critical patent/CN109138495A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • E04G25/06Shores or struts; Chocks telescopic with parts held together by positive means
    • E04G25/061Shores or struts; Chocks telescopic with parts held together by positive means by pins
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G2025/006Heads therefor, e.g. pivotable

Abstract

The present invention relates to pipeline docking to construct.System and construction method are lifted in a kind of eminence pipe string construction of the present invention, comprising: lifting apparatus, it, at a pedestal, installs 3-4 universal wheels using section steel manufacture below pedestal;One adjusting bolt is installed on the base, has spiral handle on adjusting bolt;A jacketed outer adjusting rod, bores several holes on outer adjusting rod outside screw rod;It welds using fashioned iron and one piece of semi-circular sheet steel and to form conduit saddle, and weld a steel pipe in the fashioned iron lower end of conduit saddle, several holes are bored on steel pipe as interior adjusting rod.When pipe string, lifting apparatus is held to the pipeline of needs group pair, pipeline height is carried out initial adjustment by inside and outside adjusting rod, and adjusting rod is fixed using pin;Pipeline is moved to group to position by universal wheel below pushing meanss, and the level of Calibration pipe is finely adjusted using the adjusting bolt on pedestal.The present invention reduces construction personnel's high-rise working, can have and efficiently carry out pipe string, while guarantee construction quality.

Description

System and construction method are lifted in a kind of construction of eminence pipe string
Technical field
The present invention relates to a kind of methods that pipeline construction more particularly to pipe string are constructed.
Background technique
In the industries pipeline construction such as civil buildings, designed mostly to save the various pipes such as space water supply, fire-fighting, heating power Indoors on ceiling, for most ceiling height off the ground mostly at 4 meters~10 meters or so, various pipes suspension and support is mounted on the crossbeam of building On, when usual two pipe strings connect, the pipeline of one end can not be caused on two suspension and supports to pipe string connection Difficulty, to solve this problem, conventional construction method be that hanging end of pipeline use installed on ceiling a jack tangle it is outstanding Empty pipeline, that end construction personnel for hanging jack will cooperate personnel with group, and the requirement according to group to personnel rises Pipeline is dropped, but when having mismatch or needing to move back and forth pipeline, the chain lock of the jack of suspension need to be moved with manpower, is had to reach The moving distance of limit needs to unclamp jack when being unable to reach limited distance, hangs pipeline again, and such construction method is applied Work is very cumbersome, and jack suspension point is also and its different not easy to install, integrated construction inefficiency, and construction quality without Method guarantees.
Summary of the invention
The present invention is directed to overcome the deficiencies of existing technologies, provide a kind of construction of eminence pipe string lifts system and construction Method.The present invention greatly improves construction efficiency, reduces high-rise working, and carries out security protection without other operating personnels, Construction quality has been ensured simultaneously.
System is lifted in a kind of eminence pipe string construction of the present invention, it includes: one group of lifting apparatus, each pipeline configuration 2-5, each lifting apparatus includes:
Pedestal installs 3-4 universal wheels below pedestal using section steel manufacture;
Bolt is adjusted, it is installed on the base, has spiral handle on the adjusting bolt, adjusts lifting for rotating bolt;
Outer adjusting rod, it is a steel pipe, is set in outside bolt, and bores several holes on the outer adjusting rod;
Conduit saddle, including a fashioned iron are welded with one piece of semi-circular sheet steel;The pipeline wait organize pair is placed on conduit saddle;
Interior adjusting rod, it is a steel pipe, and top is welded on the fashioned iron lower end of conduit saddle, and bores several holes on the surface as interior tune Pole, package assembly bar is inserted into lower end, and is connected and fixed by pin and outer adjusting rod.
To method, this method includes a kind of group for lifting system of eminence pipe string construction, when pipe string, Pipeline height is carried out initial adjustment using inside and outside adjusting rod, and uses pin by one end pipeline that lifting apparatus is held to needs group pair Nail fixes adjusting rod;Pipeline is moved to group to position by universal wheel below pushing meanss, utilizes the adjusting bolt on pedestal It is finely adjusted the level of Calibration pipe, is connected convenient for pipeline.
For a kind of group for lifting system of eminence pipe string construction to method, pipeline is moved to group to set of locations pair When, mobile device carries out adjusting all around.
The present invention cooperates pipe string personnel without aloft constructing, can single person standing on ground complete construction task alone, And does not have to suspension jack, be easily accomplished pipe string task, greatly improve construction efficiency, reduce high-rise working, have no It needs other operating personnels to carry out security protection, while having ensured construction quality.
Detailed description of the invention
Fig. 1 is schematic diagram of the invention.
Specific embodiment
What a kind of eminence pipe string of the invention was constructed referring to Figure 1 lifts system and construction method, comprising:
1, using section steel manufacture at a pedestal 1, three to four universal wheels 2, device easy to remove are installed below pedestal.
2, an adjusting bolt 3 is installed on the base, has spiral handle on adjusting bolt, is used for rotary screw fine adjustment The lifting of device.
3, a jacketed outer adjusting rod 4 outside screw rod, bores several holes on outer adjusting rod.
4, it welds using fashioned iron and one piece of semi-circular sheet steel (usually slightly larger than pipe laying outer diameter) and forms conduit saddle 5, and A steel pipe is welded in the fashioned iron lower end of conduit saddle, and several holes are bored on steel pipe as interior adjusting rod 6.
Several pipeline assembling devices, are held one end pipeline of needs group pair by 7 groups of clock synchronizations of pipeline, utilize transferring interior on device Pipeline height was carried out initial adjustment by pole, and was fixed adjusting rod using pin 8.Universal wheel is by pipeline below pushing meanss Group is moved to position (group clock synchronization, movable fixture carry out adjusting all around), is carried out using the adjusting bolt on pedestal The level of Calibration pipe is finely tuned, is connected convenient for pipeline.Construction personnel's high-rise working can be reduced using such construction method, simultaneously Can have and efficiently carry out pipe string, while guarantee construction quality.

Claims (3)

1. system is lifted in a kind of eminence pipe string construction, which is characterized in that it includes: one group of lifting apparatus, each pipeline 2-5 are configured, each lifting apparatus includes:
Pedestal installs 3-4 universal wheels below pedestal using section steel manufacture;
Bolt is adjusted, it is installed on the base, has spiral handle on the adjusting bolt, adjusts lifting for rotating bolt;
Outer adjusting rod, it is a steel pipe, is set in outside bolt, and bores several holes on the outer adjusting rod;
Conduit saddle, including a fashioned iron are welded with one piece of semi-circular sheet steel;The pipeline wait organize pair is placed on conduit saddle;
Interior adjusting rod, it is a steel pipe, and top is welded on the fashioned iron lower end of conduit saddle, and bores several holes on the surface as interior tune Pole, package assembly bar is inserted into lower end, and is connected and fixed by pin and outer adjusting rod.
2. a kind of group for lifting system of eminence pipe string construction is to method according to claim 1, which is characterized in that should Method includes, and when pipe string, lifting apparatus is held to one end pipeline of needs group pair, using inside and outside adjusting rod by pipeline height Low carry out initial adjustment, and fixed adjusting rod using pin;Pipeline is moved to group to position by universal wheel below pushing meanss, It is finely adjusted the level of Calibration pipe using the adjusting bolt on pedestal, is connected convenient for pipeline.
3. a kind of group for lifting system of eminence pipe string construction according to claim 2 is to method, which is characterized in that Pipeline is moved to group to set of locations clock synchronization, and mobile device carries out adjusting all around.
CN201710507992.0A 2017-06-28 2017-06-28 System and construction method are lifted in a kind of construction of eminence pipe string Pending CN109138495A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710507992.0A CN109138495A (en) 2017-06-28 2017-06-28 System and construction method are lifted in a kind of construction of eminence pipe string

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710507992.0A CN109138495A (en) 2017-06-28 2017-06-28 System and construction method are lifted in a kind of construction of eminence pipe string

Publications (1)

Publication Number Publication Date
CN109138495A true CN109138495A (en) 2019-01-04

Family

ID=64803443

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710507992.0A Pending CN109138495A (en) 2017-06-28 2017-06-28 System and construction method are lifted in a kind of construction of eminence pipe string

Country Status (1)

Country Link
CN (1) CN109138495A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113550625A (en) * 2021-06-22 2021-10-26 中国五冶集团有限公司 Rapid lengthening method for vertical rod of full formwork support at upper part of basement sump

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2500328C2 (en) * 1974-04-12 1986-08-07 David Chicago Ill. Sciaky Clamping device for performing a circumferential welding of butt ends of pipes and their use
CN203330611U (en) * 2013-06-04 2013-12-11 中国十七冶集团有限公司 Adjustable pipeline assembly welding bracket
CN103644394A (en) * 2013-12-26 2014-03-19 山东天迈管业有限公司 Steel-plastic wound multiple pipe and manufacturing device and manufacturing technique of steel-plastic wound multiple pipe
CN104858606A (en) * 2015-05-29 2015-08-26 西安长庆科技工程有限责任公司 Multifunctional pipeline welding and assembling device
CN204997644U (en) * 2015-09-07 2016-01-27 中国十九冶集团有限公司 Frame of reducing expenditure is swapd by pipeline group

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2500328C2 (en) * 1974-04-12 1986-08-07 David Chicago Ill. Sciaky Clamping device for performing a circumferential welding of butt ends of pipes and their use
CN203330611U (en) * 2013-06-04 2013-12-11 中国十七冶集团有限公司 Adjustable pipeline assembly welding bracket
CN103644394A (en) * 2013-12-26 2014-03-19 山东天迈管业有限公司 Steel-plastic wound multiple pipe and manufacturing device and manufacturing technique of steel-plastic wound multiple pipe
CN104858606A (en) * 2015-05-29 2015-08-26 西安长庆科技工程有限责任公司 Multifunctional pipeline welding and assembling device
CN204997644U (en) * 2015-09-07 2016-01-27 中国十九冶集团有限公司 Frame of reducing expenditure is swapd by pipeline group

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113550625A (en) * 2021-06-22 2021-10-26 中国五冶集团有限公司 Rapid lengthening method for vertical rod of full formwork support at upper part of basement sump

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SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20190104

RJ01 Rejection of invention patent application after publication