CN107419743A - A kind of new city pipe gallery mobile formwork - Google Patents

A kind of new city pipe gallery mobile formwork Download PDF

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Publication number
CN107419743A
CN107419743A CN201710342384.9A CN201710342384A CN107419743A CN 107419743 A CN107419743 A CN 107419743A CN 201710342384 A CN201710342384 A CN 201710342384A CN 107419743 A CN107419743 A CN 107419743A
Authority
CN
China
Prior art keywords
internal model
mobile formwork
pipe gallery
new city
side form
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
CN201710342384.9A
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Chinese (zh)
Inventor
吴赟
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 Construction Sixth Engineering Division Co Ltd
Original Assignee
China Construction Sixth Engineering Division 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 Construction Sixth Engineering Division Co Ltd filed Critical China Construction Sixth Engineering Division Co Ltd
Priority to CN201710342384.9A priority Critical patent/CN107419743A/en
Publication of CN107419743A publication Critical patent/CN107419743A/en
Pending legal-status Critical Current

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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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/0007Production methods using a mold

Abstract

The present invention discloses a kind of new city pipe gallery mobile formwork, the track being arranged on piping lane bottom plate, including mobile formwork running gear, stress supporting construction and template;The mobile formwork running gear includes walking truss and the movable motor being arranged on the track;The stress supporting construction is fixed on the walking truss;The template includes inner template and exterior sheathing, the inner template is made up of the internal model backform on top, the internal model side form of both sides and the internal model corner mould of the connection internal model backform and the internal model side form, the internal model side form is connected by connector with the walking truss, and the surface of internal model side form is provided with back cord described in both sides.The present invention provides a kind of safe and reliable, mould bases of automatically walk, reduces repeated support body construction, accelerates construction speed.

Description

A kind of new city pipe gallery mobile formwork
Technical field
The invention belongs to public utility technical field, and in particular to a kind of new city pipe gallery mobile formwork.
Background technology
City integrated piping lane be built in Urban Underground be used for accommodate the two classes and structures of above municipal engineering pipeline and attached Facility.Pipe gallery is underground urban duct synthesis corridor.A tunnel space is built in Urban Underground, by electric power, communication, combustion The various utilities pipelines such as gas, heat supply, plumbing are integrated in one, and provided with special access hole, hoisting port and monitoring system, implement system One planning, Uniting, the unified important infrastructure and " lifeline " built and managed, be guarantee city operations.It is real Unified planning, design, construction and maintenance are applied, is built in the public utility that Urban Underground is used to lay municipal public use pipeline.
Pipe gallery belongs to an important component of Hai Yudong line improvement projects, in national highway G223 the reconstruction scopes Longhai City Road (i.e. pile No. K1+755) to this engineering builds terminal seashore main road (i.e. pile No. K9+424.4) laying pipe gallery, total length For 7669.4 meters, the wide 5.45m of standard paragraphs, high 5m (clear span 4.55m, clear height 4.0m), reinforced concrete structure.Pipe gallery is taken Section construction, section length are not more than 30m, and the structure composition form of pipe gallery includes:Standard paragraphs, end well, dog-house, row Ventilating shaft, cable exit, sinking section equal section, wherein most is standard paragraphs, and physical dimension is completely the same.Traditional construction technique Long in time limit and artificial and material cost constantly increases with the construction period.
The content of the invention
To solve the deficiencies in the prior art, the present invention provides a kind of new city pipe gallery mobile formwork.
The technical solution adopted for the present invention to solve the technical problems is as follows:A kind of new city pipe gallery moves mould Frame, the track being arranged on piping lane bottom plate, including mobile formwork running gear, stress supporting construction and template;
The mobile formwork running gear includes walking truss and the movable motor being arranged on the track;
The stress supporting construction is fixed on the walking truss;
The template includes inner template and exterior sheathing, and the inner template is by the internal model backform on top, the internal model side form of both sides And the internal model corner mould composition of the internal model backform and the internal model side form is connected, the internal model side form passes through connector and institute State walking truss to be connected, the surface of internal model side form is provided with back cord described in both sides;
The inner template is erected in the stress supporting construction by jackscrew;
The side of the inner template and the side of the exterior sheathing are connected by split bolt.
The side of the inner template is connected with the side of the exterior sheathing using three sections of water-proof bolts.
The top both sides of the exterior sheathing use to be supported to pull bar.
The stress supporting construction using slotting disk buckle scaffold soon, the disk buckle scaffold slotting soon by terminal pad, vertical rod, Horizon bar, brace and latch combination connection.
The movable motor uses threephase asynchronous.
The internal model backform is with the internal model corner mould by rotating axis connection.
The internal model side form is connected with the walking truss by supporting leg.
The exterior sheathing bottom is provided with pulley, and the pulley coordinates realization to slide with the conduit on track.
Beneficial effects of the present invention:
1st, the present invention provides the mould bases of a kind of utilization simple to operate, safe and reliable, repeatable and automatically walk, reduces standard The repeated support body of section and template construction, accelerate construction speed, compared with traditional all round victory construction technology, each section (about 30m) construction period saves 2 days, saves 10000 yuan of material and labour cost.
2nd, structural steel amount is light, save Material Cost, Quick Release support can iterative cycles utilize, facilitate it is easy to operate, save people Power, material resources, man-hour is saved, concrete formation is good, belongs to high-capacity environment-protecting building materials, is adapted to popularization and application.
Brief description of the drawings
Fig. 1 is the front view of the present invention.
Fig. 2 is the side view of the present invention.
Fig. 3 is the disk buckle scaffold structural representation slotting soon of the present invention:
(a) vertical rod and terminal pad connection figure;(b) horizon bar and latch connection figure;(c) terminal pad connection figure;(d) brace With latch connection figure.
Fig. 4 is the structural representation after form removal of the present invention:
(a) mobile formwork structural representation;(b) it is internal model backform and the partial enlarged drawing of internal model corner mould junction;
(c) internal model side form and the partial enlarged drawing of walking truss junction.
Fig. 5 is view before the exterior sheathing after the running gear reach of the present invention suspends in midair.
Reference:1- walking truss, 2- movable motors, 3- inner templates, 4- exterior sheathings, tri- sections of water-proof bolts of 5-, 6- pairs Pull bar, 7- insert disk buckle scaffold soon, 8- terminal pads, 9- vertical rods, 10- horizon bars, 11- braces, 12- latches, 13- back cords, in 14- Mould backform, 15- internal model side forms, 16- internal model corner moulds, 17- jackscrews, the joint of 18- changing angles, 19- rotary shafts, 20- branch Leg, 21- pulleys, 22- conduits.
Embodiment
Below in conjunction with accompanying drawing, the present invention is described in further detail.
Embodiment:As depicted in figs. 1 and 2, a kind of new city pipe gallery mobile formwork of the present invention, is arranged at piping lane bottom Track on plate, including mobile formwork running gear, stress supporting construction and template;The mobile formwork running gear includes The walking truss 1 and movable motor 2 being arranged on the track;The stress supporting construction, which is adopted, is bolted to the walking On truss 1;The template includes inner template 3 and exterior sheathing 4, and the inner template 3 and exterior sheathing 4 are by stainless steel composite plate matter Form, the inner template 3 is by the internal model backform 14 on top, the internal model side form 15 of both sides and the connection internal model backform 14 and institute The internal model corner mould 16 for stating internal model side form 15 is formed, and the internal model backform 14 passes through rotary shaft 19 with the internal model corner mould 16 Connection, the internal model side form 15 are connected with the walking truss 1 by supporting leg 20;The inner template 3 is erected at by jackscrew 17 In the stress supporting construction, the side of the inner template 3 and the side of the exterior sheathing 4 are connected by split bolt. The side of inner template 3 described in the present embodiment is connected with the side of the exterior sheathing 4 using three sections of water-proof bolts 5, the exterior sheathing 4 Top both sides using being supported to pull bar 6;The surface of internal model side form 15 is provided with back cord 13 described in both sides, is pushed down by back cord 13 The back of inner side side form 15, three sections of sealing up screw 5 pass through, to draw when power act on back cord 13, stablize two sealing up screw 5 Between template, prevent the mould that rises;The bottom of the exterior sheathing 4 as shown in Figure 5 is provided with pulley 21, matches somebody with somebody with the conduit 22 on track Close realization to slide, be easy to draw crane suspention, the present embodiment pulley 21 is arranged at the bottom right side of the exterior sheathing 4, can also adopted With two side bottoms, pulley mode is set;Stress supporting construction described in the present embodiment using disk buckle scaffold 7 is inserted soon, as shown in Figure 3 The fast slotting disk buckle scaffold 7 is connect by terminal pad 8, vertical rod 9, horizon bar 10, brace 11 and latch 12, changing angle First 18 combination installation connection, vertical rod 9, horizon bar 10 and brace 11 have good stability, and material is quick for installation, simple, effect Rate is high to realize stable support.
Movable motor 2 described in the present embodiment uses threephase asynchronous, power 3KW, electric current 6.8A, rotating speed 1420r/ Min, voltage 380V.
The operation principle of the present invention:Pipe gallery concrete pours at twice, first pours piping lane bottom plate and 50 ± 10cm sides Wall;After underplate concrete intensity reaches the 80 ± 5% of design requirement, pipe gallery mobile formwork is installed, side wall is then poured and remains Remaining part point and piping lane concrete roof;After the completion of second of concreting, treat concrete strength reach design strength 80 ± 5%, during form removal, regulation jackscrew height, split bolt is removed, internal model side form naturally droops under gravity as shown in figure 4, the present invention Inner template is moved forward by running gear, and exterior sheathing is suspended in midair using crane, and next station is moved to along lower section slide rail.The synthesis The long 30m of piping lane mobile formwork, longitudinal mono- whole sections of merogenesis 6m, a whole section use the trifles of 3 × 2m mono-, when standard paragraphs are constructed, used Overall vertical shift is to next station;When passing through non-standard segment, mode is dismounted using merogenesis, vertical shift is saved per 6m mono- to next station.
It should be appreciated that embodiment and example discussed herein simply to illustrate that, to those skilled in the art For, it can be improved or be converted, and all these modifications and variations should all belong to the protection of appended claims of the present invention Scope.

Claims (8)

1. a kind of new city pipe gallery mobile formwork, the track being arranged on piping lane bottom plate, it is characterised in that including movement Mould bases running gear, stress supporting construction and template;
The mobile formwork running gear includes walking truss and the movable motor being arranged on the track;
The stress supporting construction is fixed on the walking truss;
The template includes inner template and exterior sheathing, the inner template by the internal model backform on top, the internal model side form of both sides and The internal model corner mould for connecting the internal model backform and the internal model side form is formed, and the internal model side form passes through connector and the row Walk truss to be connected, the surface of internal model side form is provided with back cord described in both sides;
The inner template is erected in the stress supporting construction by jackscrew;
The side of the inner template and the side of the exterior sheathing are connected by split bolt.
2. a kind of new city pipe gallery mobile formwork according to claim 1, it is characterised in that the inner template Side is connected with the side of the exterior sheathing using three sections of water-proof bolts.
3. a kind of new city pipe gallery mobile formwork according to claim 1, it is characterised in that the exterior sheathing Top both sides use to be supported to pull bar.
A kind of 4. new city pipe gallery mobile formwork according to claim 1, it is characterised in that the stress support Structure passes through terminal pad, vertical rod, horizon bar, brace and latch using slotting disk buckle scaffold soon, the disk buckle scaffold slotting soon Combination connection.
A kind of 5. new city pipe gallery mobile formwork according to claim 1, it is characterised in that the movable motor Using threephase asynchronous.
A kind of 6. new city pipe gallery mobile formwork according to claim 1, it is characterised in that the internal model backform With the internal model corner mould by rotating axis connection.
A kind of 7. new city pipe gallery mobile formwork according to claim 1, it is characterised in that the internal model side form It is connected with the walking truss by supporting leg.
A kind of 8. new city pipe gallery mobile formwork according to claim 1, it is characterised in that the exterior sheathing bottom Portion is provided with pulley, and the pulley coordinates realization to slide with the conduit on track.
CN201710342384.9A 2017-05-16 2017-05-16 A kind of new city pipe gallery mobile formwork Pending CN107419743A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710342384.9A CN107419743A (en) 2017-05-16 2017-05-16 A kind of new city pipe gallery mobile formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710342384.9A CN107419743A (en) 2017-05-16 2017-05-16 A kind of new city pipe gallery mobile formwork

Publications (1)

Publication Number Publication Date
CN107419743A true CN107419743A (en) 2017-12-01

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108060682A (en) * 2017-12-05 2018-05-22 合迪科技江苏有限公司 Piping lane top die board mounting structure, piping lane model sheetinstallat system and its construction method
CN110450279A (en) * 2019-08-13 2019-11-15 中交第四航务工程局有限公司 It is a kind of for pouring the dry-docking system and method for arranging of tunneling boring precast concrete
CN110761324A (en) * 2019-10-22 2020-02-07 中国十七冶集团有限公司 Pipe gallery main part construction supporting trolley

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200298104Y1 (en) * 2002-09-13 2002-12-12 주식회사 도화종합기술공사 Mobile form for forming concrete box on construction work
CN102966121A (en) * 2012-12-14 2013-03-13 中铁二十三局集团有限公司 Integrally movable mould frame for pipe rack cast-in-site construction
CN103615264A (en) * 2013-11-26 2014-03-05 华北水利水电大学 Desert conduit two-casting type steel form trolley and casting method
CN203961992U (en) * 2014-06-16 2014-11-26 中建七局安装工程有限公司 Portable full framing chassis
CN104763447A (en) * 2015-03-25 2015-07-08 三峡大学 Beret piece combined steel mold trolley
CN206035507U (en) * 2016-09-13 2017-03-22 湖南五新隧道智能装备股份有限公司 Rectangle box culvert and for tunnel construction platform truck
CN106640138A (en) * 2016-12-29 2017-05-10 中国人民解放军63926部队 Gallery separating type steel formwork trolley
CN206768865U (en) * 2017-05-16 2017-12-19 中国建筑第六工程局有限公司 A kind of new city pipe gallery mobile formwork

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200298104Y1 (en) * 2002-09-13 2002-12-12 주식회사 도화종합기술공사 Mobile form for forming concrete box on construction work
CN102966121A (en) * 2012-12-14 2013-03-13 中铁二十三局集团有限公司 Integrally movable mould frame for pipe rack cast-in-site construction
CN103615264A (en) * 2013-11-26 2014-03-05 华北水利水电大学 Desert conduit two-casting type steel form trolley and casting method
CN203961992U (en) * 2014-06-16 2014-11-26 中建七局安装工程有限公司 Portable full framing chassis
CN104763447A (en) * 2015-03-25 2015-07-08 三峡大学 Beret piece combined steel mold trolley
CN206035507U (en) * 2016-09-13 2017-03-22 湖南五新隧道智能装备股份有限公司 Rectangle box culvert and for tunnel construction platform truck
CN106640138A (en) * 2016-12-29 2017-05-10 中国人民解放军63926部队 Gallery separating type steel formwork trolley
CN206768865U (en) * 2017-05-16 2017-12-19 中国建筑第六工程局有限公司 A kind of new city pipe gallery mobile formwork

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108060682A (en) * 2017-12-05 2018-05-22 合迪科技江苏有限公司 Piping lane top die board mounting structure, piping lane model sheetinstallat system and its construction method
CN110450279A (en) * 2019-08-13 2019-11-15 中交第四航务工程局有限公司 It is a kind of for pouring the dry-docking system and method for arranging of tunneling boring precast concrete
CN110761324A (en) * 2019-10-22 2020-02-07 中国十七冶集团有限公司 Pipe gallery main part construction supporting trolley

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Application publication date: 20171201

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