CN110158647A - A kind of transport of materials method in Urban Underground pipe gallery small space - Google Patents

A kind of transport of materials method in Urban Underground pipe gallery small space Download PDF

Info

Publication number
CN110158647A
CN110158647A CN201910450372.7A CN201910450372A CN110158647A CN 110158647 A CN110158647 A CN 110158647A CN 201910450372 A CN201910450372 A CN 201910450372A CN 110158647 A CN110158647 A CN 110158647A
Authority
CN
China
Prior art keywords
construction
transport
jenny
pipe gallery
underground pipe
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.)
Granted
Application number
CN201910450372.7A
Other languages
Chinese (zh)
Other versions
CN110158647B (en
Inventor
刘超
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 MCC17 Group Co Ltd
Original Assignee
China MCC17 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 China MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN201910450372.7A priority Critical patent/CN110158647B/en
Publication of CN110158647A publication Critical patent/CN110158647A/en
Application granted granted Critical
Publication of CN110158647B publication Critical patent/CN110158647B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/10Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells

Abstract

The invention discloses a kind of transport of materials methods in Urban Underground pipe gallery small space, belong to underground pipe gallery construction technical field of construction.Step of the present invention are as follows: step 1: at piping lane foundation pit starting position away from reserved at construction guard fender 2.5 meters distance installation two-orbits;Step 2: jenny device is assembled in piping lane foundation pit end;Step 3: construction material requested is loaded on shipping platform in piping lane foundation pit end;Step 4: with BIM technology carry out road virtual lead change and suspension bridge simulation installation;Step 5: device Host is by transport of materials to designated position;Step 6: construction material requested is hung to bottom of foundation ditch and carries out piping lane construction.Construction method of the present invention is simple, carries out track installation using the vacant position of foundation pit to enclosing edge, effectively reduces hardening cost, engineering material is transported any construction area with jenny device, device installation is simple, and equipment cost is low, strong operability.

Description

A kind of transport of materials method in Urban Underground pipe gallery small space
Technical field
The present invention relates to underground pipe gallery technical field of construction, narrow more specifically to a kind of Urban Underground pipe gallery Transport of materials method in small space.
Background technique
China's underground pipe gallery is gradually obtained achieving fast development, the importance of underground pipe gallery in recent years The approval in more and more cities, underground pipe gallery has become the indispensable mating urban operating mechanism in city, existing in city When carrying out piping lane construction under turnpike road, piping lane construction site is narrow, and when transport of materials needs temporary enclosed road, serious shadow Sound traffic causes vehicle congestion, brings greatly trip to influence to pedestrian's trip, while there is also one for lifting material outside enclosing Fixed security risk, therefore a kind of transport of materials method in Urban Underground pipe gallery small space is invented, by constructing in piping lane Plain type transport channel is set in enclosing, by special hoisting transportation device, make material lifting and transport all in the venue into Row, this mode not only solve the influence and safety problem of traffic congestion, apply simultaneously because also improving in the convenience of device Work speed saves duration control cost.
Summary of the invention
1. technical problems to be solved by the inivention
In view of the defects existing in the prior art with deficiency, the present invention provides a kind of Urban Underground pipe gallery small spaces Interior transport of materials method, construction method of the present invention is simple, strong operability, transports engineering material with jenny device Any construction area, equipment cost is low, and cost performance is high.
2. technical solution
In order to achieve the above objectives, technical solution provided by the invention are as follows:
Transport of materials method in a kind of Urban Underground pipe gallery small space of the invention, the steps include:
Step 1: at piping lane foundation pit starting position away from reserved at construction guard fender 2.5 meters distance installation two-orbits, track 1.2 meters of spacing;
Step 2: piping lane foundation pit end carry out hanging device assembling, assemble jenny device, jenny device by Device Host and shipping platform composition, by device Host and shipping platform assembly and connection, device Host includes that rotatable movement is hung Arm, jenny clump weight and jenny ancillary equipment, rotatable mobile boom are mounted on jenny counterweight block gap The bottom of rotatable mobile boom is arranged in the upper surface of shipping platform, jenny ancillary equipment;
Step 3: construction material requested is loaded on shipping platform in piping lane foundation pit end;
Step 4: with BIM technology carry out road virtual lead change and suspension bridge simulation installation;
Step 5: device Host and shipping platform pass through track drawing for transport of materials to designated position;
Step 6: construction material requested is hung to by bottom of foundation ditch by rotatable mobile boom stretching, extension and carries out piping lane construction.
Further, the step one: track installation is carried out using the vacant position of foundation pit to enclosing edge.
Further, the step two: shipping platform includes safe fence and steel plate, and the edge of steel plate is welded with peace Carry construction material in the upper surface of full fence, steel plate.
Further, the step five is transported engineering material with jenny device using the construction of storehouse method is jumped Any construction area.
Further, the step six: the lifting and transport of engineering material carry out in construction guard fender.
3. beneficial effect
Using technical solution provided by the invention, compared with prior art, have the following beneficial effects:
Construction method of the present invention is simple, strong operability, carries out track peace using the vacant position of foundation pit to enclosing edge Dress, therefore vacant place is road reset condition before excavation of foundation pit, effectively reduces hardening cost, being mounted directly track can be into Row is lower to walk process, and the lifting and transport of engineering material carry out in construction guard fender, is not take up the outer normal vehicle operation road of enclosing, Traffic dispersion expense is reduced, using the construction of storehouse method is jumped, engineering material is transported into any construction area with jenny device, Device installation is simple, and equipment cost is low, and cost performance is high, and flexible operation is changeable.
Detailed description of the invention
Fig. 1 is working state figure of the invention;
Fig. 2 is jenny device overall structure figure of the invention;
Fig. 3 is device Host structure chart of the invention;
Fig. 4 is shipping platform structure chart of the invention;
Fig. 5 is step one working state figure of the invention;
Fig. 6 is step two working state figure of the invention;
Fig. 7 is step five working state figure of the invention;
Fig. 8 is step six working state figure of the invention.
In figure: 1, jenny device;11, device Host;111, rotatable mobile boom;112, jenny counterweight Block;113, jenny ancillary equipment;12, shipping platform;121, safe fence;122, steel plate.
Specific embodiment
The invention will be further described with reference to the accompanying drawings and examples:
Embodiment 1
A kind of transport of materials method out of Fig. 1-6 can be seen that the present embodiment Urban Underground pipe gallery small space, It the steps include:
Step 1: at piping lane foundation pit starting position away from reserved at construction guard fender 2.5 meters distance installation two-orbits, track 1.2 meters of spacing, in Fig. 1 or Fig. 5, A is enclosing;
Step 2: carrying out hanging device assembling in piping lane foundation pit end, assemble jenny device 1, can from Fig. 2 Out, jenny device 1 is made of device Host 11 and shipping platform 12, by device Host 11 and 12 groups of loads of shipping platform It connects, from figure 3, it can be seen that device Host 11 includes rotatable mobile boom 111, jenny clump weight 112 and jenny Ancillary equipment 113, rotatable mobile boom 111 are spaced the upper surface for being mounted on shipping platform 12 with jenny clump weight 112, The bottom of rotatable mobile boom 111 is arranged in jenny ancillary equipment 113, from fig. 4, it can be seen that shipping platform 12 includes Safe fence 121 and steel plate 122, the edge of steel plate 122 are welded with safe fence 121, and construction is carried in the upper surface of steel plate 122 Material;
Step 3: construction material requested is loaded on shipping platform 12 in piping lane foundation pit end;
Step 4: with BIM technology carry out road virtual lead change and suspension bridge simulation installation;
Step 5: from figure 7 it can be seen that device Host 11 and shipping platform 12 pass through track drawing for transport of materials to finger Positioning is set;
Step 6: from figure 8, it is seen that construction material requested is hung to foundation pit by the rotatable mobile stretching, extension of boom 111 Bottom carries out piping lane construction.
Construction method of the present invention is simple, strong operability, carries out track peace using the vacant position of foundation pit to enclosing edge Dress, therefore vacant place is road reset condition before excavation of foundation pit, effectively reduces hardening cost, being mounted directly track can be into Row is lower to walk process, and the lifting and transport of engineering material carry out in construction guard fender, is not take up the outer normal vehicle operation road of enclosing, Traffic dispersion expense is reduced, using the construction of storehouse method is jumped, engineering material is transported into any construction area with jenny device 1 Domain, device installation is simple, and equipment cost is low, and cost performance is high, and flexible operation is changeable.
Schematically the present invention and embodiments thereof are described above, description is not limiting, institute in attached drawing What is shown is also one of embodiments of the present invention, and actual structure is not limited to this.So if the common skill of this field Art personnel are enlightened by it, without departing from the spirit of the invention, are not inventively designed and the technical solution Similar frame mode and embodiment, are within the scope of protection of the invention.

Claims (5)

1. a kind of transport of materials method in Urban Underground pipe gallery small space, it is characterised in that: the steps include:
Step 1: at piping lane foundation pit starting position away from reserved at construction guard fender 2.5 meters distance installation two-orbits, interorbital away from 1.2 rice;
Step 2: hanging device assembling is carried out in piping lane foundation pit end, is assembled jenny device (1), jenny device (1) It is made of device Host (11) and shipping platform (12), by device Host (11) and shipping platform (12) assembly and connection, equipment master Machine (11) includes rotatable mobile boom (111), jenny clump weight (112) and jenny ancillary equipment (113), can be revolved The upper surface that dynamic boom (111) and jenny clump weight (112) interval is mounted on shipping platform (12) is shifted, jenny is auxiliary Equipment (113) are helped to be arranged in the bottom of rotatable mobile boom (111);
Step 3: construction material requested is loaded on shipping platform (12) in piping lane foundation pit end;
Step 4: with BIM technology carry out road virtual lead change and suspension bridge simulation installation;
Step 5: device Host (11) and shipping platform (12) pass through track drawing for transport of materials to designated position;
Step 6: construction material requested is hung to by bottom of foundation ditch by rotatable mobile boom (111) stretching, extension and carries out piping lane construction.
2. transport of materials method in a kind of Urban Underground pipe gallery small space according to claim 1, feature exist In: the step one: track installation is carried out using the vacant position of foundation pit to enclosing edge.
3. transport of materials method in a kind of Urban Underground pipe gallery small space according to claim 1, feature exist In: the step two: shipping platform (12) includes safe fence (121) and steel plate (122), the edge weldering of steel plate (122) It is connected to safe fence (121), construction material is carried in the upper surface of steel plate (122).
4. transport of materials method in a kind of Urban Underground pipe gallery small space according to claim 1, feature exist In: engineering material is transported any construction area with jenny device (1) using the construction of storehouse method is jumped by the step five Domain.
5. transport of materials method in a kind of Urban Underground pipe gallery small space according to claim 1, feature exist In: the step six: the lifting and transport of engineering material carry out in construction guard fender.
CN201910450372.7A 2019-05-28 2019-05-28 Material transportation method in narrow space of urban underground comprehensive pipe gallery Active CN110158647B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910450372.7A CN110158647B (en) 2019-05-28 2019-05-28 Material transportation method in narrow space of urban underground comprehensive pipe gallery

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910450372.7A CN110158647B (en) 2019-05-28 2019-05-28 Material transportation method in narrow space of urban underground comprehensive pipe gallery

Publications (2)

Publication Number Publication Date
CN110158647A true CN110158647A (en) 2019-08-23
CN110158647B CN110158647B (en) 2021-02-19

Family

ID=67629357

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910450372.7A Active CN110158647B (en) 2019-05-28 2019-05-28 Material transportation method in narrow space of urban underground comprehensive pipe gallery

Country Status (1)

Country Link
CN (1) CN110158647B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112647525A (en) * 2021-01-14 2021-04-13 中国建筑第八工程局有限公司 Urban underground comprehensive pipe gallery open cut foundation pit drainage device

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202369301U (en) * 2011-12-16 2012-08-08 杨核 Miniature crawler type tray crane
WO2016152770A1 (en) * 2015-03-20 2016-09-29 コベルコクレーン株式会社 Boom attach/detach device of crane and boom attach/detach method for crane
CN206427940U (en) * 2016-12-19 2017-08-22 西安丁子电子信息科技有限公司 A kind of lifting transport trolley of on-site
CN207360528U (en) * 2017-10-24 2018-05-15 上海华润大东船务工程有限公司 A kind of transport of materials mechanism in narrow and small cabin
CN108951328A (en) * 2018-07-25 2018-12-07 中国十七冶集团有限公司 A kind of Urban Underground pipe gallery traffic dispersion method based on BIM technology

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202369301U (en) * 2011-12-16 2012-08-08 杨核 Miniature crawler type tray crane
WO2016152770A1 (en) * 2015-03-20 2016-09-29 コベルコクレーン株式会社 Boom attach/detach device of crane and boom attach/detach method for crane
CN206427940U (en) * 2016-12-19 2017-08-22 西安丁子电子信息科技有限公司 A kind of lifting transport trolley of on-site
CN207360528U (en) * 2017-10-24 2018-05-15 上海华润大东船务工程有限公司 A kind of transport of materials mechanism in narrow and small cabin
CN108951328A (en) * 2018-07-25 2018-12-07 中国十七冶集团有限公司 A kind of Urban Underground pipe gallery traffic dispersion method based on BIM technology

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112647525A (en) * 2021-01-14 2021-04-13 中国建筑第八工程局有限公司 Urban underground comprehensive pipe gallery open cut foundation pit drainage device

Also Published As

Publication number Publication date
CN110158647B (en) 2021-02-19

Similar Documents

Publication Publication Date Title
CN104847364B (en) A kind of shield continuous cutting pile foundation passes through residential building group construction method
CN104060830B (en) Method for lifting and transporting large parts of underground nuclear power station
CN108561146A (en) A kind of shield machine of variable-diameter
CN206591432U (en) Pipe installing job platform
CN108501197A (en) The omnipotent beat of ferry-boat formula integrates flowing water prefabricated member production line
CN105133754A (en) Prefabricated concrete shear wallboard counterbore guide type mounting device and method
CN206635599U (en) A kind of road surface for caving in road, which is speedily carried out rescue work, fixes device
CN102767300B (en) Ring-type stereo-parking system
CN110158647A (en) A kind of transport of materials method in Urban Underground pipe gallery small space
CN104876131A (en) Method for disassembling large tower crane by utilizing small tower crane
CN204434116U (en) A kind of hanging device for interior courtyard lifting pipeline
CN203654767U (en) Rotating table, rotating tower, conveying pipe, pumping mechanism and cantilever crane type material distribution device
CN104234447A (en) Tool-type suspension staircase for deep foundation pit
CN106837376A (en) Bind module turning device for subway tunnel section of jurisdiction
CN208885341U (en) A kind of armored concrete foot plank evacuation platform for tunnel
CN106800265A (en) A kind of aerial work platform collision-proof method
CN105804087A (en) Installation method for steel structure below large deep foundation pit supporting beam
CN207362706U (en) Load carrying type hanging basket operating platform
CN203359892U (en) Device for assembling and disassembling construction trolley inside tunnel
CN103231993A (en) Indoor GIS (Gas Insulated Switchgear) transporting and locating device and use method
CN107161851B (en) A kind of gantry slag bucket device and method for completing automatic clinker-removing by self gravitation effect
CN205636495U (en) Cast in situ concrete roof beam construction support
CN204131065U (en) The non-migrating formula suspension protection system of a kind of communication pipe and cable
CN106012830B (en) A kind of Super Long Tunnel anchor utilizes the horizontal hole in the tunnel method that laterally transhipment reinforcing pull rod is constructed
CN203834504U (en) Structure of basement reverse construction method tower crane foundation

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant