CN107142957A - A kind of city integrated piping lane walking circulation construction system and its method - Google Patents

A kind of city integrated piping lane walking circulation construction system and its method Download PDF

Info

Publication number
CN107142957A
CN107142957A CN201710434812.0A CN201710434812A CN107142957A CN 107142957 A CN107142957 A CN 107142957A CN 201710434812 A CN201710434812 A CN 201710434812A CN 107142957 A CN107142957 A CN 107142957A
Authority
CN
China
Prior art keywords
piping lane
longitudinal carrier
integrated piping
city integrated
track
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
CN201710434812.0A
Other languages
Chinese (zh)
Other versions
CN107142957B (en
Inventor
李国耀
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201710434812.0A priority Critical patent/CN107142957B/en
Publication of CN107142957A publication Critical patent/CN107142957A/en
Application granted granted Critical
Publication of CN107142957B publication Critical patent/CN107142957B/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 present invention relates to a kind of city integrated piping lane walking circulation construction system and its method, every group of circulation construction trolley device includes setting the rail wheel with wheel shaft in orbit, wheel shaft is connected with reductor, reductor is connected with motor, support platform is connected by support bracket with wheel shaft, it is provided with support platform at the top of longitudinal carrier, longitudinal carrier and is provided with upper support board, cover half device is provided with the outside of the longitudinal carrier of upper support board bottom;Wall operation can be once completed, then completes capping cover lid operation, a set of equipment runs through the operation side of whole piping lane, large span and length operation, face shaping is once crossed, substantially increases the efficiency of construction, shorten the cycle.

Description

A kind of city integrated piping lane walking circulation construction system and its method
Technical field
The present invention relates to mechanical field, and in particular to a kind of city integrated piping lane walking circulation construction system and its side Method.
Background technology
Pipe gallery, is exactly that underground urban duct integrates corridor.A tunnel space is built in Urban Underground, by electricity Power, communication, the various utilities pipelines such as combustion gas, heat supply, plumbing are integrated in one, provided with special access hole, hoisting port and monitoring System, implements unified planning, Uniting, the unified important infrastructure and " life built and managed, be guarantee city operations Line ".It is to implement unified planning, design, construction and safeguard, being built in Urban Underground is used to lay the municipal public of municipal public use pipeline Use facility.
Traditional pipe gallery construction at present, which is typically taken, first cuts the earth, and forms piping lane main body irrigation canals and ditches, then bed course and rams again Implementation industry, then have a try basis laying operation, last wall and laying operation at top, above-mentioned steps are incremental, once can only Implement a working length, the engineering time is progressively implemented again after the completion of ditching, after the scope of operation is dug, then divides into basic operation With wall and laying top, solidification, which is explained, after wall could complete the operation of laying top surface, time-consuming, once can be only done compared with The distance of one wall length of short distance, it is impossible to large span operation, causes operating efficiency relatively low.Meanwhile, needed for completion work Equipment it is complex scattered, multiple types of tools is used alternatingly, space-consuming, and not manageability and planning.
Therefore, produce a kind of simple in construction, easy to operate, work and operational efficiency are high, save resource, convenient management is applied Efficiently city integrated piping lane walking circulates construction system and its method to work method simple and effective, before extensive market Scape.
The content of the invention
In view of the shortcomings of the prior art, the present invention provides a kind of simple in construction, easy to operate, and work and operational efficiency are high, Resource is saved, convenient to manage, efficiently city integrated piping lane walking circulates construction system and its side to construction method simple and effective Method, many defects for overcoming prior art.
What the technology contents of the present invention were realized in:A kind of city integrated piping lane walking circulation construction system, including The track in pipe gallery groove is laid on, at least one set of circulation construction trolley device in orbit, described every group are set Circulating construction trolley device includes setting the rail wheel with wheel shaft in orbit, and wheel shaft is connected with reductor, slows down Machine is connected with motor, and support platform is connected by support bracket with wheel shaft, and longitudinal carrier is provided with support platform, indulges It is provided with the top of to support on the outside of upper support board, the longitudinal carrier of upper support board bottom and is provided with cover half device.
Described cover half device includes being arranged on the top boatswain chair on the outside of the longitudinal carrier of upper support board bottom, top boatswain chair For two groups, two groups of top boatswain chair equal distributions are two in the outside of bottom longitudinal carrier, every group of top boatswain chair, each top Connection chain is provided with below boatswain chair, the bottom of every connection chain is provided with fixed form, two adjacent stents It is connected between plate by spacing connecting rod.
Described longitudinal carrier is rectangular frame structure, and longitudinal carrier is longitudinally fixed to be arranged in support platform, longitudinal direction The bottom of support is connected by way of welding with support platform, the top of longitudinal carrier by way of welding with top branch Fagging is connected.
Unidirectional connection cross bar is offered on described upper support board, two groups of adjacent circulation construction trolley devices pass through list It is connected to connection cross bar.
Cement hand-hole is offered on described upper support board, cement hand-hole is arranged on two adjacent top boatswain chairs The centre position on top.
Described each fixed form is provided with spacing connecting ring, the two ends of spacing connecting rod and spacing connecting ring It is connected.
A kind of method using above-mentioned city integrated piping lane walking circulation construction system construction, its construction method is as follows:
1)Track is laid in pipe gallery groove first, track length is equal with construction pipe gallery trench length, first to comprehensive The bottom surface for closing piping lane groove carries out tamping operation, then lays track, once-paving length meets total body construction length;
2)Motor is opened, drives upper support board to be run along track laying direction, drives fixed form to run to the first working position Put, then four pieces of fixed forms be fixed on to the both sides of operating position two-by-two, and the clearance position between fixed form is to Through the good wall frame body structure joints cement of framework, fixed form is kept to position two hours after pouring, and by spacing connecting rod Locked, after theing cement solidifies, wall, which is built, to be completed, and opens spacing connecting rod, and upper support board connection fixed form is spread along track Set direction is moved integrally to the second operating position;
3)Top plate lid is capped after the wall solidification of first operating position on top, and corollary equipment, the second work are set in lower section Make position and uninterruptedly continue above-mentioned steps 2)In operation, circulation successively completes the structure of overall city integrated piping lane;
4)First operating position and the second operating position same pipe gallery or in two adjacent pipe galleries Completed according to above-mentioned steps.
The present invention has following good effect:This product is simple in construction, easy to operate, can once realize large span and The laying of extra long distance is built, once most long depending on overall circulation construction trolley device setting group number can be according to construction length It can extend and be connected with each other between 90 meters of length, every group, a pipe gallery list hole or double holes can be implemented separately once Build, it is not necessary to which segmentation operation is completed to implement next section of construction after one end distance of a piping lane again, and unitary set efficiently, is rammed After the completion of soil structure bottom surface, wall operation can be once completed, then completes capping cover lid operation, a set of equipment runs through whole piping lane Operation side, large span and length operation once cross face shaping, substantially increase the efficiency of construction, shorten the cycle.
Brief description of the drawings
Fig. 1 is the structural representation of one embodiment of the invention.
Fig. 2 is the structural representation of this another embodiment.
Fig. 3 is Fig. 2 of the present invention side structure schematic diagram.
Embodiment
As shown in Figure 1, 2, 3, a kind of city integrated piping lane walking circulation construction system, including be laid on pipe gallery ditch Track 1 in groove, sets at least one set of circulation construction trolley device on path 1, described every group of circulation construction trolley dress Putting includes setting the rail wheel 2 with wheel shaft 5 on path 1, and wheel shaft 5 is connected with reductor 3, reductor 3 and motor 4 It is connected, support platform 7 is connected by support bracket 6 with wheel shaft 5, longitudinal carrier 8 is provided with support platform 7, longitudinal direction The top of support 8 is provided with upper support board 9, and the outside of longitudinal carrier 8 of the bottom of upper support board 9 is provided with cover half device.
Described cover half device includes the top boatswain chair 12 for being arranged on the outside of 9 bottom longitudinal carrier of upper support board 8, top Boatswain chair 12 is two groups, and two groups of equal distributions of top boatswain chair 12 are in the outside of bottom longitudinal carrier 8, and every group of top boatswain chair 12 is two Individual, each lower section of top boatswain chair 12 is provided with connection chain 13, and the bottom of every connection chain 13 is provided with fixed form 14, it is connected by spacing connecting rod 16 between two adjacent fixed forms 14.Described longitudinal carrier 8 is rectangular frame Structure, longitudinal carrier 8 is longitudinally fixed to be arranged in support platform 7, and the bottom of longitudinal carrier 8 is flat with support by way of welding Platform 7 is connected, and the top of longitudinal carrier 8 is connected by way of welding with upper support board 9.Described upper support board 9 On offer unidirectional connection cross bar 10, two groups of adjacent circulation construction trolley devices are connected by unidirectionally connecting cross bar 10.Institute Cement hand-hole 11 is offered on the upper support board 9 stated, cement hand-hole 11 is arranged on two adjacent top boatswain chairs 12 The centre position in portion.Described each fixed form 14 is provided with spacing connecting ring 15, the two ends of spacing connecting rod 16 with Spacing connecting ring 15 is connected.
A kind of method using above-mentioned city integrated piping lane walking circulation construction system construction, it is characterised in that it is applied Work method is as follows:
1)Track 1 is laid first in pipe gallery groove, track length is equal with construction pipe gallery trench length, first to comprehensive The bottom surface for closing piping lane groove carries out tamping operation, then lays track 1, and once-paving length meets total body construction length;
2)Motor 4 is opened, drives upper support board 9 to be run along track laying direction, drives fixed form 14 to run to the first work Make position, then four pieces of fixed forms 14 are fixed on to the both sides of operating position, and the space between fixed form 14 two-by-two The position wall frame body structure joints cement good to framework, keeps fixed form 14 to position two hours after pouring, and will Spacing connecting rod 16 is locked, after theing cement solidifies, and wall, which is built, to be completed, and opens spacing connecting rod 16, and the connection of upper support board 9 is solid Solid plate 14 is moved integrally to the second operating position along track laying direction;
3)Top plate lid is capped after the wall solidification of first operating position on top, and corollary equipment, the second work are set in lower section Make position and uninterruptedly continue above-mentioned steps 2)In operation, circulation successively completes the structure of overall city integrated piping lane;
4)First operating position and the second operating position same pipe gallery or in two adjacent pipe galleries Completed according to above-mentioned steps.
The present invention can be implemented in single hole piping lane or double holes or many hole piping lanes, be entered first on ground according to construction requirement Row ditching operation, is reached after Pipe rack space and depth requirements, and tamping operation is carried out to its bottom surface and bottom plate is laid, on bottom plate upper berth If track 1, track length is equal with construction pipe gallery trench length, first carries out compacting work to the bottom surface of pipe gallery groove Industry, then lays track 1, and once-paving length meets total body construction length.Piping lane groove is from first to last once dug into shaping, Do not implementing ditching operation after ditch Slot shaping, changing the operating type that one section of one section of construction of traditional digging digs one section again, improve Overall efficiency.After the completion of track 1 is laid, motor 4 is opened, drives upper support board 9 to be run along track laying direction, is driven Fixed form 14 is run to the first operating position, and then four pieces of fixed forms 14 are fixed on to the both sides of operating position two-by-two, and Clearance position between the fixed form 14 wall frame body structure joints cement good to framework, passes through cement hand-hole 11 pour after keep fixed form 14 to position two hours, cement is mixed solidification with the reinforcing bar of wall framework, and by spacing connection Bar 16 is locked, after theing cement solidifies, and wall, which is built, to be completed, and opens spacing connecting rod 16, the connection fixed form 14 of upper support board 9 Moved integrally along track laying direction to the second operating position.After the wall solidification of first operating position top plate lid is capped on top Body, and corollary equipment is set in lower section, the second operating position uninterruptedly continues the operation in above-mentioned steps, and circulation successively completes whole The structure of the city integrated piping lane of body.First operating position and the second operating position are in same pipe gallery or adjacent two Completed in bar pipe gallery according to above-mentioned steps.Product can set multigroup circulation construction trolley device, it is once most long can be with 90 meters of extension, be driven apart driving, overall coherence operation, once 90 meters of wall operation of completion, after the completion of drive towards next work Make position, first job position and second operating position are end to end, overall operation continuity is strong, span is big, construction effect Rate is greatly enhanced.

Claims (7)

1. a kind of city integrated piping lane walking circulation construction system, including the track being laid in pipe gallery groove(1)If, Put in track(1)On at least one set of circulation construction trolley device, it is characterised in that:Every group of described circulation construction trolley device Include being arranged on track(1)On carry wheel shaft(5)Rail wheel(2), wheel shaft(5)With reductor(3)It is connected, reductor (3)With motor(4)It is connected, support platform(7)Pass through support bracket(6)With wheel shaft(5)It is connected, in support platform(7)On It is provided with longitudinal carrier(8), longitudinal carrier(8)Top be provided with upper support board(9), upper support board(9)Bottom it is vertical To support(8)Outside is provided with cover half device.
2. city integrated piping lane walking circulation construction system according to claim 1, it is characterised in that:Described cover half Device includes being arranged on upper support board(9)Bottom longitudinal carrier(8)The top boatswain chair in outside(12), top boatswain chair(12)For two Group, two groups of top boatswain chairs(12)Equal distribution is in bottom longitudinal carrier(8)Outside, every group of top boatswain chair(12)It is two, Each top boatswain chair(12)Lower section is provided with connection chain(13), every connection chain(13)Bottom be provided with stent Plate(14), adjacent two fixed forms(14)Between pass through spacing connecting rod(16)It is connected.
3. city integrated piping lane walking circulation construction system according to claim 1, it is characterised in that:Described longitudinal direction Support(8)For rectangular frame structure, longitudinal carrier(8)It is longitudinally fixed to be arranged on support platform(7)On, longitudinal carrier(8)'s Bottom is by way of welding and support platform(7)It is connected, longitudinal carrier(8)Top by way of welding with top branch Fagging(9)It is connected.
4. city integrated piping lane walking circulation construction system according to claim 1, it is characterised in that:Described top Supporting plate(9)On offer unidirectional connection cross bar(10), two groups of adjacent circulation construction trolley devices are by unidirectionally connecting cross bar (10)It is connected.
5. city integrated piping lane walking circulation construction system according to claim 2, it is characterised in that:Described top Supporting plate(9)On offer cement hand-hole(11), cement hand-hole(11)It is arranged on two adjacent top boatswain chairs(12)On The centre position in portion.
6. city integrated piping lane walking circulation construction system according to claim 2, it is characterised in that:Described is each Fixed form(14)It is provided with spacing connecting ring(15), spacing connecting rod(16)Two ends and spacing connecting ring(15)Phase Connection.
7. a kind of method of the city integrated piping lane walking circulation construction system construction described in utilization claim 2, its feature It is, its construction method is as follows:
1)First track is laid in pipe gallery groove(1), track length with construction pipe gallery trench length it is equal, it is first right The bottom surface of pipe gallery groove carries out tamping operation, then lays track(1), once-paving length meets total body construction length;
2)Open motor(4), drive upper support board(9)Run along track laying direction, drive fixed form(14)Operation is extremely First operating position, then by four pieces of fixed forms(14)The both sides of operating position are fixed on two-by-two, and in fixed form(14) Between the clearance position wall frame body structure joints cement good to framework, keep fixed form after pouring(14)Positioning Two hours, and by spacing connecting rod(16)Locked, after theing cement solidifies, wall, which is built, to be completed, and opens spacing connecting rod(16), on Portion's supporting plate(9)Connect fixed form(14)Moved integrally along track laying direction to the second operating position;
3)Top plate lid is capped after the wall solidification of first operating position on top, and corollary equipment, the second work are set in lower section Make position and uninterruptedly continue above-mentioned steps 2)In operation, circulation successively completes the structure of overall city integrated piping lane;
4)First operating position and the second operating position same pipe gallery or in two adjacent pipe galleries Completed according to above-mentioned steps.
CN201710434812.0A 2017-06-10 2017-06-10 A kind of city integrated piping lane walking circulation construction system and its method Active CN107142957B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710434812.0A CN107142957B (en) 2017-06-10 2017-06-10 A kind of city integrated piping lane walking circulation construction system and its method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710434812.0A CN107142957B (en) 2017-06-10 2017-06-10 A kind of city integrated piping lane walking circulation construction system and its method

Publications (2)

Publication Number Publication Date
CN107142957A true CN107142957A (en) 2017-09-08
CN107142957B CN107142957B (en) 2019-01-22

Family

ID=59781337

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710434812.0A Active CN107142957B (en) 2017-06-10 2017-06-10 A kind of city integrated piping lane walking circulation construction system and its method

Country Status (1)

Country Link
CN (1) CN107142957B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108360563A (en) * 2018-03-14 2018-08-03 长沙进军机械有限公司 A kind of piping lane outboard template trolley
CN113585340A (en) * 2021-08-27 2021-11-02 河南四建工程有限公司 Piping lane building construction system and construction method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203961992U (en) * 2014-06-16 2014-11-26 中建七局安装工程有限公司 Portable full framing chassis
CN104265328A (en) * 2014-09-23 2015-01-07 中铁二十一局集团轨道交通工程有限公司 Subway tunnel changed section second lining construction conveniently adjusted trolley
CN205839793U (en) * 2016-04-26 2016-12-28 尤兆云 A kind of city integrated piping lane construction outside mould
CN206035501U (en) * 2016-08-23 2017-03-22 中铁十九局集团第七工程有限公司 Tunnel water ditch die carrier device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203961992U (en) * 2014-06-16 2014-11-26 中建七局安装工程有限公司 Portable full framing chassis
CN104265328A (en) * 2014-09-23 2015-01-07 中铁二十一局集团轨道交通工程有限公司 Subway tunnel changed section second lining construction conveniently adjusted trolley
CN205839793U (en) * 2016-04-26 2016-12-28 尤兆云 A kind of city integrated piping lane construction outside mould
CN206035501U (en) * 2016-08-23 2017-03-22 中铁十九局集团第七工程有限公司 Tunnel water ditch die carrier device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108360563A (en) * 2018-03-14 2018-08-03 长沙进军机械有限公司 A kind of piping lane outboard template trolley
CN113585340A (en) * 2021-08-27 2021-11-02 河南四建工程有限公司 Piping lane building construction system and construction method thereof

Also Published As

Publication number Publication date
CN107142957B (en) 2019-01-22

Similar Documents

Publication Publication Date Title
CN103874803B (en) For the method for construction structure, especially build the method for railway in operation or similar item lower channel
CN102359123B (en) Cast-in-place concrete cable conduit construction method
CN108104825B (en) A kind of shield tunnel tunnel bottom backfills assembly construction method
CN105297807B (en) A kind of integrated pipe canal open cut development machine with automatic backfill function
CN101936167A (en) Construction method for crossing bridge pile foundation by combining bridge underpinning with shield construction
CN108980460A (en) A kind of two-way push pipe and its application method in jacking construction
CN104533449A (en) Rack for tunnel excavation and adit construction method applying rack
CN108678751A (en) The shield cutter inspection-pit assembly construction method excavated after first jacking
CN107142957A (en) A kind of city integrated piping lane walking circulation construction system and its method
CN204851266U (en) Secretly dig shaft structure directly over station
CN109372558A (en) A kind of construction method of subway large section tunnel tunneling support replacement and main structure
CN108708736A (en) Shield cutter inspection-pit assembly construction method
CN108708727A (en) The shield cutter inspection-pit assembly construction method of jacking after half excavation
CN205893922U (en) T roof beam precasting yard that sets up on having longitudinal gradient's road bed
CN106869165A (en) City integrated prefabricated piping lane open cut formula is from construction of prevention work method and self-propelled laydown machine
CN109630138A (en) The steelframe dike combined support partial excavation method of enlarging large section tunnel in situ
CN109119943A (en) System of laying optimization method of the cable at push pipe both ends
CN209434853U (en) It is a kind of to move the arragement construction for changing rear electric power pipe trench
KR20020024912A (en) Method of construct a tunnel
CN113629647A (en) Large-span ultrahigh-voltage power pipe trench suspension device and method in subway station foundation pit
CN110985017A (en) Construction method for penetrating rainwater box culvert under expansive soil stratum shield
CN205876332U (en) A scraping device for no -dig tunnel machine knife headstock
CN201952835U (en) Water inlet pipe and water outlet pipe duct superposition arrangement structure for circulation water of power plant
CN205527401U (en) Open caisson is with simple and easy two hanging flower basket gantry cranes
CN109519219A (en) A kind of method that rich water section sets sump pump drainage water in Tunnel

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