CN204311741U - Rack template system is watered behind a kind of portable tread air channel - Google Patents

Rack template system is watered behind a kind of portable tread air channel Download PDF

Info

Publication number
CN204311741U
CN204311741U CN201420781840.1U CN201420781840U CN204311741U CN 204311741 U CN204311741 U CN 204311741U CN 201420781840 U CN201420781840 U CN 201420781840U CN 204311741 U CN204311741 U CN 204311741U
Authority
CN
China
Prior art keywords
air channel
interior side
side form
steel pipe
rack template
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
CN201420781840.1U
Other languages
Chinese (zh)
Inventor
曹安意
赵何明
付占国
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 Construction Bridge Engineering Bureau Group Co Ltd
Fifth Engineering Co Ltd of China Railway Construction Bridge Engineering Bureau Group Co Ltd
Original Assignee
China Railway Construction Bridge Engineering Bureau Group Co Ltd
Fifth Engineering Co Ltd of China Railway Construction Bridge Engineering 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 China Railway Construction Bridge Engineering Bureau Group Co Ltd, Fifth Engineering Co Ltd of China Railway Construction Bridge Engineering Bureau Group Co Ltd filed Critical China Railway Construction Bridge Engineering Bureau Group Co Ltd
Priority to CN201420781840.1U priority Critical patent/CN204311741U/en
Application granted granted Critical
Publication of CN204311741U publication Critical patent/CN204311741U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Moulds, Cores, Or Mandrels (AREA)

Abstract

Water rack template system after the utility model discloses a kind of portable tread air channel, comprise moving die plate system, traversing carriage system, moving die plate system is positioned at above traversing carriage system, the whole moving die plate system of traversing carriage system support.The utility model is by setting up roller in frame bottom, and this mounting system can move, and avoids after a construction section completes, and needs dismounting, in the process that next construction section re-assemblies, reaches and improve efficiency of construction, substantially reduce the time of construction; Chute is set up by being used in bottom each template, make concrete after shaping, can make template after being separated with concrete, directly carry out moving with chute, avoid after a construction section completes, need dismounting, in the process that next construction section re-assemblies, reach and improve efficiency of construction, substantially reduce the time of construction; Structure is simple, and assembly and disassembly are convenient, is suitable for extensively promoting the use of.

Description

Rack template system is watered behind a kind of portable tread air channel
Technical field
The utility model relates to metro station construction field, waters rack template system after specifically referring to a kind of portable tread air channel.
Background technology
In Metro Station Structure, tread air channel carries the task of subway row, air-supply, is the important component part of Metro Station Structure, directly affects subway train and runs.Tread air channel is positioned at above Gui Hang district, station, and section form is hung on middle plate under being similar to rectangle.In different operating mode situation, the difficulty of construction in tread air channel is inconsistent, when tread air channel needs to do after main body frame construction AT STATION, because itself headroom size is little, transport of materials is inconvenient, cross-operation is more, operating personnel operates inconvenience and water the consequences such as tread air channel difficulty of construction is large, claim for eot, cost increase, Forming Quality is poor, structure gauge deviation is excessive after causing.Work that is interval according to metro shield and station raises procedure arrangement, and when station part is as shield launching end or receiving terminal, shield machine does not affect the construction in station internal rails road against the wind, and therefore, in constructing AT STATION, can construct in middle plate in advance in tread air channel; When condition is missed the stop at station as shield structure, because tread air channel is in cutter head of shield machine influence basin, therefore could construct after must treating technique on shield machine's station-crossing in tread air channel in station, and this just significantly increases tread air channel difficulty of construction.
Utility model content
The purpose of this utility model is to provide a kind of subway construction that is mainly used in, and lifts easy and by chapter reliably for the hawser lamps structure of lifting.
The utility model is achieved through the following technical solutions: water rack template system behind a kind of portable tread air channel, it is characterized in that: comprise moving die plate system, traversing carriage system, moving die plate system is positioned at above traversing carriage system, the whole moving die plate system of traversing carriage system support;
Moving die plate system, comprise air channel wall form and air duct board, described air channel wall form comprises bed die, outer side mold, interior side form, described interior side form and outer side mold lower vertical are in bed die both sides, top is against middle plate, interior side form and outer side mold are parallel to each other, between fixed by Screw arbor with nut at both-ends, described air duct board one end is against structure outer, the other end is against on the interior side form of air channel wall, air duct board bottom, outer side mold and interior side form are all placed with chute, studdle is snapped in chute, described interior side form place, studdle above air duct board is fixed on mobile screw, described mobile screw bottom is fixed on the extension block of interior side form, extension block bottom is provided with roller,
Traversing carriage system, comprise and to be interlocked the support network formed by horizontal steel pipe and longitudinal steel pipe, the bottom, site of described support network is all fixed with vertical rod, and described support network top is provided with adjustment jacking, place Two bors d's oeuveres steel pipe horizontal stroke above described adjustment jacking stupefied, described vertical rod bottom is provided with roller.
Tread air channel template adopts sizing punching block, because tread air duct board and wall are all thinner, during concreting, institute's load that produces is less, therefore the 3mm steel plate that tread air channel template adopts common sizing punching block to use processes, air channel wall side template adopts φ 10 Screw arbor with nut at both-ends to reinforce, consider recycling of Screw arbor with nut at both-ends, screw jacket pvc pipe.The template merogenesis assembling when constructing, merogenesis length 1.5m, air channel wall form is wide to be determined according to body of wall height, if body of wall is too high, then adopt the little punching block of combination to be spliced, air channel template width is then determined according to air duct board size, merogenesis length 1.5m.
Side wall and air duct board adopt ordinary steel template, and template system is made up of form surfacing, chute, degree of tightness part (studdle) etc., and consider the factors such as market supply, studdle adopts common jacking screw rod used.Be welded with the horizontal concrete chute of opening at template back surface and weld 100mm × 100mm × 10mm steel plate on studdle top, template can be connected with supported back screw rod or separate, so that the template of different model can be assembled.After template, horizontal support screw rod uses a upright support bar to be reinforced by horizontal support screw support, bar hole is opened in the middle of upright support bar, horizontal support screw rod passes from bar hole, and upright support bar is vertically worn every 100mm boring and cut son thus the relative position regulating horizontal support screw rod and upright support bar.Upright screw rod is welded on horizontal shuttering face, and adopts oblique angle Plate Welding to reinforce, upright support distance between tie rods 60cm, and horizontal screw bolt is between the upper and lower apart from determining according to template runner position.Template back surface arranges degree of tightness part mainly in order to template and structural concrete face be separated when being convenient to Template Location and form removal when installation form.
Air channel wall form bed die all stretches out side wall template, to support and to fix upright screw rod, specifically stretches out size and sees diagram.Air channel interior wall installs roller in extension template, can promote inner side template to move after form removal, roller is connected with template by screw rod, can regulate roller height, in template movement process, extend roller, move into place rear shortening roller with reinforcing template.
In order to realize the utility model better, further, described Screw arbor with nut at both-ends outside is also overlapped and is had pvc pipe.
In order to realize the utility model better, further, described outer side mold is spliced for combining little punching block.
In order to realize the utility model better, further, the site of described support network is connected with vertical rod by cruciform fastening for falsework.
In order to realize the utility model better, further, it is 48mm that described horizontal steel pipe and longitudinal steel pipe are diameter, and thickness is the steel pipe of 3.5mm.
In order to realize the utility model better, further, the extension block bearing of described mobile screw and interior side form is provided with reinforcement angle steel.
In order to realize the utility model better, further, the number of rollers that described mobile screw bottom is provided with is two.
In order to realize the utility model better, further, described roller is vulcanie wheel.
The utility model compared with prior art, has the following advantages and beneficial effect:
(1) the utility model is by setting up roller in frame bottom, and this mounting system can move, and avoids after a construction section completes, and needs dismounting, in the process that next construction section re-assemblies, reaches and improve efficiency of construction, substantially reduce the time of construction;
(2) the utility model sets up chute by being used in bottom each template, make concrete after shaping, can make template after being separated with concrete, directly carry out moving with chute, avoid after a construction section completes, need dismounting, in the process that next construction section re-assemblies, reach and improve efficiency of construction, substantially reduce the time of construction;
(3) the utility model structure is simple, and assembly and disassembly are convenient, is suitable for extensively promoting the use of.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is template system structural representation of the present utility model;
Fig. 3 is mounting system structural representation of the present utility model.
Wherein: 1-bed die, 2-outer side mold, 3-interior side form, 4-middle plate, 5-air duct board, 6-Screw arbor with nut at both-ends, 7-structure outer, 8-air channel wall, 9-chute, 10-studdle, 11-mobile screw, 12-roller, 13-regulating jacking, 14-Two bors d's oeuveres steel pipe horizontal stroke is stupefied.
Detailed description of the invention
Be described below in detail embodiment of the present utility model, the example of described embodiment is shown in the drawings, and wherein same or similar label represents same or similar element or has element that is identical or similar functions from start to finish.Being exemplary below by the embodiment be described with reference to the drawings, only for explaining the utility model, and can not being interpreted as restriction of the present utility model.
In description of the present utility model, it will be appreciated that, term " " center ", " longitudinal direction ", " transverse direction ", " on ", D score, " front ", " afterwards ", " left side ", " right side ", " vertically ", " level ", " top ", " end ", " interior ", orientation or the position relationship of the instruction such as " outward " are based on orientation shown in the drawings or position relationship, only the utility model and simplified characterization for convenience of description, instead of indicate or imply that the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore can not be interpreted as restriction of the present utility model.In addition, term " first ", " second " only for describing object, and can not be interpreted as instruction or hint relative importance or imply the quantity indicating indicated technical characteristic.Thus, be limited with " first ", " second " only for describing object, and instruction or hint relative importance can not be interpreted as or impliedly comprise one or more these features.In description of the present utility model, except as otherwise noted, the implication of " multiple " is two or more.
In description of the present utility model, it should be noted that, unless otherwise clearly defined and limited, term " installation ", " being connected ", " connection " should be interpreted broadly, and such as, can be fixedly connected with, also can be removably connect, or connect integratedly; Can be mechanical connection, also can be electrical connection; Also can be directly be connected, also can be indirectly be connected by intermediary, can be the connection of two element internals.For the ordinary skill in the art, concrete condition the concrete meaning of above-mentioned term in the utility model can be understood.
Embodiment:
The primary structure of the present embodiment, as shown in Figure 1, comprise moving die plate system, traversing carriage system, moving die plate system is positioned at above traversing carriage system, the whole moving die plate system of traversing carriage system support;
Moving die plate system, comprise air channel wall form and air duct board, described air channel wall form comprises bed die 1, outer side mold 2, interior side form 3, described interior side form 3 and outer side mold 2 lower vertical are in bed die 1 both sides, top is against middle plate 4, interior side form 2 is parallel to each other with outer side mold 3, between fixed by Screw arbor with nut at both-ends 6, described air duct board 5 one end is against structure outer 7, the other end is against on the interior side form 3 of air channel wall 5, air duct board 5 bottom, outer side mold 3 and interior side form 2 are all placed with chute 9, studdle 10 is snapped in chute 9, described interior side form 3 place, studdle 10 above air duct board 5 is fixed on mobile screw 11, described mobile screw 11 bottom is fixed on the extension block of interior side form 3, extension block bottom is provided with roller 12,
Traversing carriage system, comprise and to be interlocked the support network formed by horizontal steel pipe and longitudinal steel pipe, the bottom, site of described support network is all fixed with vertical rod, and described support network top is provided with and regulates jacking 13, place Two bors d's oeuveres steel pipe horizontal stupefied 14 above described adjustment jacking 13, described vertical rod bottom is provided with roller 12.
Wherein, described Screw arbor with nut at both-ends 6 outside is also overlapped and is had pvc pipe, described outer side mold 2 is spliced for combining little punching block, the site of described support network is connected with vertical rod by cruciform fastening for falsework, it is 48mm that described horizontal steel pipe and longitudinal steel pipe are diameter, and thickness is the steel pipe of 3.5mm, and described mobile screw 11 is provided with reinforcement angle steel with the extension block bearing of interior side form 3, roller 12 quantity that described mobile screw 11 bottom is provided with is two, and described roller 12 is vulcanie wheel.
Be understandable that, rack template system is watered according to behind the tread air channel of the utility model embodiment, the operating principle of the such as parts such as vertical rod and Screw arbor with nut at both-ends and the course of work are all prior aries, and known by those skilled in the art, are just no longer described in detail here.
In the description of this manual, specific features, structure, material or feature that the description of reference term " embodiment ", " some embodiments ", " illustrative examples ", " example ", " concrete example " or " some examples " etc. means to describe in conjunction with this embodiment or example are contained at least one embodiment of the present utility model or example and combine in an appropriate manner.
Although illustrate and described embodiment of the present utility model, those having ordinary skill in the art will appreciate that: do not departing under principle of the present utility model and aim and can carry out multiple change, amendment, replacement and modification to these embodiments, scope of the present utility model is by claim and equivalents thereof.

Claims (8)

1. water a rack template system behind portable tread air channel, it is characterized in that: comprise moving die plate system, traversing carriage system, moving die plate system is positioned at above traversing carriage system, the whole moving die plate system of traversing carriage system support;
Moving die plate system, comprise air channel wall form and air duct board, described air channel wall form comprises bed die (1), outer side mold (2), interior side form (3), described interior side form (3) and outer side mold (2) lower vertical are in bed die (1) both sides, top is against middle plate (4), interior side form (3) and outer side mold (2) are parallel to each other, between by Screw arbor with nut at both-ends (6) fix, described air duct board (5) one end is against structure outer (7), the other end is against on the interior side form (3) of air channel wall (5), air duct board (5) bottom, outer side mold (2) and interior side form (3) are all placed with chute (9), studdle (10) is snapped in chute (9), described interior side form (3) place, the studdle (10) of air duct board (5) top is fixed on mobile screw (11), described mobile screw (11) bottom is fixed on the extension block of interior side form, extension block bottom is provided with roller (12),
Traversing carriage system, comprise and to be interlocked the support network formed by horizontal steel pipe and longitudinal steel pipe, the bottom, site of described support network is all fixed with vertical rod, described support network top is provided with and regulates jacking (13), Two bors d's oeuveres steel pipe horizontal stroke stupefied (14) is placed in described adjustment jacking (13) top, and described vertical rod bottom is provided with roller (12).
2. water rack template system behind the portable tread air channel of one according to claim 1, it is characterized in that: described Screw arbor with nut at both-ends (6) outside is also overlapped and had pvc pipe.
3. water rack template system behind the portable tread air channel of one according to claim 1 and 2, it is characterized in that: described outer side mold (2) is spliced for combining little punching block.
4. water rack template system behind the portable tread air channel of one according to claim 1 and 2, it is characterized in that: the site of described support network is connected with vertical rod by cruciform fastening for falsework.
5. water rack template system behind the portable tread air channel of one according to claim 1 and 2, it is characterized in that: it is 48mm that described horizontal steel pipe and longitudinal steel pipe are diameter, thickness is the steel pipe of 3.5mm.
6. water rack template system behind the portable tread air channel of one according to claim 1 and 2, it is characterized in that: described mobile screw (11) is provided with reinforcement angle steel with the extension block bearing of interior side form (3).
7. water rack template system behind the portable tread air channel of one according to claim 1 and 2, it is characterized in that: roller (12) quantity that described mobile screw (11) bottom is provided with is two.
8. water rack template system behind the portable tread air channel of one according to claim 7, it is characterized in that: described roller (12) is vulcanie wheel.
CN201420781840.1U 2014-12-12 2014-12-12 Rack template system is watered behind a kind of portable tread air channel Expired - Fee Related CN204311741U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420781840.1U CN204311741U (en) 2014-12-12 2014-12-12 Rack template system is watered behind a kind of portable tread air channel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420781840.1U CN204311741U (en) 2014-12-12 2014-12-12 Rack template system is watered behind a kind of portable tread air channel

Publications (1)

Publication Number Publication Date
CN204311741U true CN204311741U (en) 2015-05-06

Family

ID=53134063

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420781840.1U Expired - Fee Related CN204311741U (en) 2014-12-12 2014-12-12 Rack template system is watered behind a kind of portable tread air channel

Country Status (1)

Country Link
CN (1) CN204311741U (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105863676A (en) * 2016-04-07 2016-08-17 山东天齐置业集团股份有限公司 Construction method for underground loop on-site concrete air duct
CN106284983A (en) * 2016-08-31 2017-01-04 上海二十冶建设有限公司 A kind of packaged type falsework device
CN106437770A (en) * 2016-11-09 2017-02-22 湖南五新模板有限公司 Hydraulic formwork trolley for rail top air duct post-pouring construction
CN106761824A (en) * 2016-12-19 2017-05-31 中铁建大桥工程局集团第二工程有限公司 For the subway station rail chassis that road is poured against the wind
CN107143336A (en) * 2017-05-08 2017-09-08 中建三局基础设施工程有限公司 A kind of road constructing structure against the wind with shield synchronous construction rail
CN107829750A (en) * 2017-09-27 2018-03-23 中建三局基础设施工程有限公司 A kind of rail road and section shield synchronous construction structure and method against the wind
CN109488017A (en) * 2019-01-03 2019-03-19 中建南方投资有限公司 A kind of concrete structure rail road hanging mobile form frame system and construction method against the wind
CN112392528A (en) * 2020-11-16 2021-02-23 湖南中铁五新钢模有限责任公司 Hydraulic internal mold system for rail top air duct post-pouring construction and application method thereof

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105863676A (en) * 2016-04-07 2016-08-17 山东天齐置业集团股份有限公司 Construction method for underground loop on-site concrete air duct
CN106284983A (en) * 2016-08-31 2017-01-04 上海二十冶建设有限公司 A kind of packaged type falsework device
CN106284983B (en) * 2016-08-31 2019-11-05 上海二十冶建设有限公司 A kind of packaged type falsework device
CN106437770A (en) * 2016-11-09 2017-02-22 湖南五新模板有限公司 Hydraulic formwork trolley for rail top air duct post-pouring construction
CN106437770B (en) * 2016-11-09 2018-11-09 湖南五新模板有限公司 A kind of hydraulic template trolley for pouring construction after rail against the wind road
CN106761824A (en) * 2016-12-19 2017-05-31 中铁建大桥工程局集团第二工程有限公司 For the subway station rail chassis that road is poured against the wind
CN106761824B (en) * 2016-12-19 2019-01-01 中铁建大桥工程局集团第二工程有限公司 For the subway station rail trolley that road pours against the wind
CN107143336A (en) * 2017-05-08 2017-09-08 中建三局基础设施工程有限公司 A kind of road constructing structure against the wind with shield synchronous construction rail
CN107829750A (en) * 2017-09-27 2018-03-23 中建三局基础设施工程有限公司 A kind of rail road and section shield synchronous construction structure and method against the wind
CN107829750B (en) * 2017-09-27 2019-10-25 中建三局基础设施工程有限公司 A kind of rail road and section shield constructing structure and method simultaneously against the wind
CN109488017A (en) * 2019-01-03 2019-03-19 中建南方投资有限公司 A kind of concrete structure rail road hanging mobile form frame system and construction method against the wind
CN112392528A (en) * 2020-11-16 2021-02-23 湖南中铁五新钢模有限责任公司 Hydraulic internal mold system for rail top air duct post-pouring construction and application method thereof

Similar Documents

Publication Publication Date Title
CN204311741U (en) Rack template system is watered behind a kind of portable tread air channel
CN102561681B (en) Casting molding template and casting molding process for constructional columns of infilled walls
CN204327154U (en) A kind of moving die plate system for tread air channel
CN104612697A (en) Construction method for subway station track upwind way
CN106120584A (en) A kind of box culvert slip form construction device and method
CN205653782U (en) Mould is repaired to bored concrete pile pile head
CN204327153U (en) A kind of traversing carriage system for tread air channel
CN205578009U (en) Two lined steel bones RACK in tunnel equipment of being under construction
CN202953152U (en) Snap-in scaffold
CN208563380U (en) A kind of self-propelled pipe gallery plate device
CN204524120U (en) The vertical loopful of large diameter pile foundation steel reinforcement cage is to location moulding bed device
CN205713078U (en) A kind of outer wall of basement vertical post-cast strip side mold device
CN206916622U (en) A kind of combined steel formwork of precast segmental beam
CN202185966U (en) Novel hydraulic internal mold for U-shaped beam
CN205839793U (en) A kind of city integrated piping lane construction outside mould
CN207989073U (en) A kind of positioning device for railway tunnel contact net curved channel
CN202467181U (en) Pouring-molding template of constructional column of infill wall
CN202388594U (en) Grouting line
CN109623235A (en) Adjustable tunnel grid steel frame processing mold
CN205330156U (en) Cast -in -place template reinforcing apparatus at position is connected to assembly outer wall and cast -in -place interior wall T type
CN211285276U (en) Assembly type continuous rigid frame 0# block bracket
CN209407297U (en) Reinforcing bar mobile hydraulic binding clamping fixture
CN208563131U (en) A kind of ground line mobile formwork
CN207228652U (en) Stent spray system for beam spray maintenance
CN109252456B (en) Continuous rigid frame bridge box girder inner mold adjusting device based on hanging basket suspension casting process

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150506

Termination date: 20171212

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