CN208844612U - A kind of stalk vaulted type open trench tunnel main body construction mobile formwork - Google Patents

A kind of stalk vaulted type open trench tunnel main body construction mobile formwork Download PDF

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Publication number
CN208844612U
CN208844612U CN201820833562.8U CN201820833562U CN208844612U CN 208844612 U CN208844612 U CN 208844612U CN 201820833562 U CN201820833562 U CN 201820833562U CN 208844612 U CN208844612 U CN 208844612U
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CN
China
Prior art keywords
main body
stalk
vertical supporting
type open
mobile formwork
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
CN201820833562.8U
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Chinese (zh)
Inventor
申烨楠
王梓宇
高海兵
刘健
董晓宗
李瑞华
叶连付
张强
陈艳冰
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 Sixth Group Co Ltd
Beijing Railway Construction Co of China Railway Sixth Group Co Ltd
Original Assignee
China Railway Sixth Group Co Ltd
Beijing Railway Construction Co of China Railway Sixth 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 Sixth Group Co Ltd, Beijing Railway Construction Co of China Railway Sixth Group Co Ltd filed Critical China Railway Sixth Group Co Ltd
Priority to CN201820833562.8U priority Critical patent/CN208844612U/en
Application granted granted Critical
Publication of CN208844612U publication Critical patent/CN208844612U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of stalk vaulted type open trench tunnel main body construction mobile formwork.It includes walking rails, mould bases main body and template;Mould bases main body includes door frame, connecting rod, lower part stringer, travelling wheel, hydraulic jack, upper longitudinal, transverse support bar, vertical supporting bar, arch beam, vertical supporting beam and support adjusting screw rod.Compared with prior art, the utility model has the beneficial effects that can realize template revenue and expenditure by hydraulic jack and support adjusting screw rod, therefore the labor intensity of bracket, bearing beam installation and removal can be greatly reduced using mould bases construction is moved integrally.By disposable assembled molding, the installation and dismounting of template are avoided during main body construction.By motor driven mould bases main body and template movement, realization is worked continuously, and circulation is promoted and poured, and can greatly improve construction quality and construction efficiency.

Description

A kind of stalk vaulted type open trench tunnel main body construction mobile formwork
Technical field
The utility model belongs to railway engineering technology field, applies more particularly to a kind of stalk vaulted type open trench tunnel main body Work mobile formwork.
Background technique
In recent years, with the continuous development of high-speed railway, subterranean railway interconnection in city between railway terminal, straight is connected Radial line engineering is more and more, and takes open cut, bored tunnel as main structure more, for stalk vaulted type open trench tunnel, Traditional handicraft generallys use all round victory support system, and vault mostly uses arch girder steel or arc formwork as support system, due to After structure closing, it is not available the mechanical equipments such as crane and carries out arch girder steel, template disassembly, can only often be carried out using manpower It removes, and all round victory support system is required to put into a large amount of labour during installation and removal, increases difficulty of construction And labor intensity, cause the low of construction efficiency.
Using mould bases construction is moved integrally, template revenue and expenditure is realized by hydraulic jack and adjusting screw rod, can be greatly reduced The labor intensity that bracket, bearing beam mount and dismount.By disposable assembled molding, template is avoided during main body construction Installation and dismounting.It is mobile by motor driven mould bases, only need template folding and unfolding, walking and support, Neng Gou can be completed within one day The shorter time realizes and works continuously that circulation is promoted and poured, and greatly improves construction quality and construction efficiency.
Utility model content
To solve the above-mentioned problems, the purpose of this utility model is that a kind of structure is simple, swift to operate and can accelerate The stalk vaulted type open trench tunnel main body construction mobile formwork of main structure construction speed.
In order to achieve the above object, stalk vaulted type open trench tunnel main body construction mobile formwork packet provided by the utility model Include walking rails, mould bases main body and template;Two of them walking rails are arranged in parallel in the bottom surface both side position in tunnel;Mould bases master Body include door frame, connecting rod, lower part stringer, travelling wheel, hydraulic jack, upper longitudinal, transverse support bar, vertical supporting bar, Arch beam, vertical supporting beam and support adjusting screw rod;Longitudinal parallel setting of the plurality of door frame along tunnel;More connecting rods It is connected between adjacent door frame;Column lower end on multiple door frames positioned at the same side connects a lower part stringer simultaneously;Under every Spacing distance is equipped with multiple travelling wheels being placed on a walking rails on the bottom surface of portion's stringer;The top surface two of each door frame A hydraulic jack is installed at side and middle part respectively;One is installed on multiple door frames in more hydraulic jacks of same row Upper longitudinal;More transverse support bar spacing distances are mounted on three upper longitudinals;In the middle part of the top surface of every transverse support bar The height for being equipped with more vertical supporting bars with both sides bit interval distance, and being located at the vertical supporting bar at middle part, which is greater than, to be located at The height of the vertical supporting bar of two sides;The upper end of more vertical supporting bars connects an arch beam in every transverse support bar, And the both ends of arch beam are located at the outside of door frame upper pillar stand;The both ends of every arch beam respectively with a vertical supporting beam Upper end it is hinged, and be removably connected with more supports between vertical supporting beam and similar door frame upper pillar stand and adjust Save screw rod;Template is fixed on outside the top and two sides of mould bases main body.
The two sides position of the arch beam is respectively equipped with a hinge, therefore being located at the structure on the outside of hinge can be to Lower bending.
Motor is installed, the output shaft of motor is connected with the wheel shaft of travelling wheel, and thus, it is possible to drive on the travelling wheel Dynamic travelling wheel moves on walking rails 1.
The stalk vaulted type open trench tunnel main body construction mobile formwork further includes wedge-shaped rail meter used for positioning, mould Rail meter is arranged between travelling wheel and walking rails after frame body and template movement are in place.
Door frame, lower part stringer, upper longitudinal, transverse support bar, vertical supporting bar, arch beam and the vertical supporting Beam is all made of I-shaped Steel material and is made.
The template is made of backform, angle mould and left and right side mode, is made of the steel plate of thickness 5mm, sharp between template It is attached with bolt.
The distance between described adjacent door frame is 2m.
Compared with prior art, the utility model has the beneficial effects that passing through hydraulic thousand using mould bases construction is moved integrally Jin top and support adjusting screw rod can realize template revenue and expenditure, therefore can greatly reduce the labour of bracket, bearing beam installation and removal Intensity.By disposable assembled molding, the installation and dismounting of template are avoided during main body construction.Pass through motor driven mould Frame body and template movement, realization are worked continuously, and circulation is promoted and poured, and can greatly improve construction quality and construction efficiency.
Detailed description of the invention
Fig. 1 is stalk vaulted type open trench tunnel main body construction mobile formwork vertical structure signal provided by the utility model Figure;
Fig. 2 is stalk vaulted type open trench tunnel main body construction mobile formwork use state lateral junction provided by the utility model Structure schematic diagram;
Fig. 3 is stalk vaulted type open trench tunnel main body construction mobile formwork walking states lateral junction provided by the utility model Structure schematic diagram.
Specific embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is described in further detail.Below Embodiment is not intended to limit the scope of the present invention for illustrating the utility model.
As shown in Fig. 1-Fig. 3, stalk vaulted type open trench tunnel main body construction mobile formwork provided by the utility model includes Walking rails 1, mould bases main body and template 14;Two of them walking rails 1 are arranged in parallel in the bottom surface both side position in tunnel 15; Mould bases main body includes door frame 2, connecting rod 3, lower part stringer 4, travelling wheel 5, hydraulic jack 6, upper longitudinal 7, transverse support bar 8, vertical supporting bar 9, arch beam 10, vertical supporting beam 11 and support adjusting screw rod 12;Plurality of door frame 2 is along tunnel 15 Longitudinal parallel setting;More connecting rods 3 are connected between adjacent door frame 2;Column lower end on multiple door frames 2 positioned at the same side is same When connect a lower part stringer 4;Spacing distance, which is equipped with, on the bottom surface of every lower part stringer 4 multiple is placed on a walking rails Travelling wheel 5 on 1;A hydraulic jack 6 is installed in the top surface two sides and middle part of each door frame 2 respectively;It is located on multiple door frames 2 A piece upper longitudinal 7 is installed in more hydraulic jacks 6 of same row;More 8 spacing distances of transverse support bar are mounted on three On upper longitudinal 7;In the middle part of the top surface of every transverse support bar 8 and bit interval distance in both sides is equipped with more vertical supporting bars 9, And the height for being located at the vertical supporting bar 9 at middle part is greater than the height of the vertical supporting bar 9 positioned at two sides;Every cross-brace The upper end of more vertical supporting bars 9 connects an arch beam 10 on bar 8, and the both ends of arch beam 10 are located on door frame 2 The outside of column;The both ends of every arch beam 10 are hinged with the upper end of a vertical supporting beam 11 respectively, and vertical supporting More support adjusting screw rods 12 are removably connected between 2 upper pillar stand of beam 11 and similar door frame;Template 14 is fixed Outside the top and two sides of mould bases main body.
The two sides position of the arch beam 10 is respectively equipped with a hinge 13, therefore is located at the structure in 13 outside of hinge It can bend downward.
Motor is installed on the travelling wheel 5, the output shaft of motor is connected with the wheel shaft of travelling wheel 5, thus, it is possible to Driving travelling wheel 5 moves on walking rails 1.
The stalk vaulted type open trench tunnel main body construction mobile formwork further includes wedge-shaped rail meter 16 used for positioning, Rail meter 16 is arranged between travelling wheel 5 and walking rails 1 after mould bases main body and the movement of template 14 are in place.
The door frame 2, lower part stringer 4, upper longitudinal 7, transverse support bar 8, vertical supporting bar 9,10 and of arch beam Vertical supporting beam 11 is all made of I-shaped Steel material and is made.
The template 14 is made of backform, angle mould and left and right side mode, is made of the steel plate of thickness 5mm, between template It is attached using bolt.
The distance between described adjacent door frame 2 is 2m.
Now stalk vaulted type open trench tunnel main body construction mobile formwork application method provided by the utility model is illustrated such as Under: this stalk vaulted type open trench tunnel main body construction mobile formwork breaks the scene of transporting to after the completion of factory process, then by upper It states connection relationship to be assembled in tunnel 15, the structure after being completed is as shown in Figure 1, 2.Utilizing this mobile formwork After completing the main body stalk in last tunnel 15, vault concreting, as shown in figure 3, removing support adjusting screw rod 12, then Vertical supporting beam 11 is inwardly recycled by the cooperation of hydraulic jack 6 and hinge 13, enters walking state later, in motor It rotates travelling wheel 5 under driving, thus drives entire mould bases main body and template 14 to be moved to subsequent cycle along walking rails 1 and pour Position is built, rail meter 16 is arranged between travelling wheel 5 and walking rails 1, thus determines entire mould bases main body and template 14 Position recycles hydraulic jack 6 by two vertical supporting Liang11Ding to the upright position of design, finally installs support and adjust spiral shell Bar 12, adjustment line position can carry out the concreting of subsequent cycle.
Above are merely preferred embodiments of the utility model, it is noted that for the ordinary skill people of the art Member for, without deviating from the technical principle of the utility model, several improvements and modifications can also be made, these improve and Modification also should be regarded as the protection scope of the utility model.

Claims (7)

1. a kind of stalk vaulted type open trench tunnel main body construction mobile formwork, it is characterised in that: the stalk vaulted type open cut Tunnel main body construction mobile formwork includes walking rails (1), mould bases main body and template (14);Two of them walking rails (1) are flat Bottom surface both side position of the row setting in tunnel (15);Mould bases main body includes door frame (2), connecting rod (3), lower part stringer (4), traveling It takes turns (5), hydraulic jack (6), upper longitudinal (7), transverse support bar (8), vertical supporting bar (9), arch beam (10), vertical Supporting beam (11) and support adjusting screw rod (12);Longitudinal parallel setting of the plurality of door frame (2) along tunnel (15);More connections Bar (3) is connected between adjacent door frame (2);Column lower end on multiple door frames (2) positioned at the same side connects a lower part simultaneously Stringer (4);Spacing distance, which is equipped with, on the bottom surface of every lower part stringer (4) multiple is placed on walking on a walking rails (1) Row wheel (5);A hydraulic jack (6) is installed in the top surface two sides and middle part of each door frame (2) respectively;Multiple door frames (2) are upper In a piece upper longitudinal (7) of installation on more hydraulic jacks (6) of same row;More transverse support bar (8) spacing distance peaces On three upper longitudinals (7);In the middle part of the top surface of every transverse support bar (8) and bit interval distance in both sides is equipped with more Vertical supporting bar (9), and the height for being located at the vertical supporting bar (9) at middle part is greater than the vertical supporting bar (9) positioned at two sides Highly;The upper end of the upper more vertical supporting bars (9) of every transverse support bar (8) connects an arch beam (10), and arch The both ends of crossbeam (10) are located at the outside of door frame (2) upper pillar stand;It is vertically propped up with one respectively at the both ends of every arch beam (10) The upper end for supportting beam (11) is hinged, and between vertical supporting beam (11) and similar door frame (2) upper pillar stand removably It is connected with more support adjusting screw rods (12);Template (14) is fixed on outside the top and two sides of mould bases main body.
2. stalk vaulted type open trench tunnel main body construction mobile formwork according to claim 1, it is characterised in that: described The two sides position of arch beam (10) is respectively equipped with a hinge (13), therefore the structure being located on the outside of hinge (13) can be downward Bending.
3. stalk vaulted type open trench tunnel main body construction mobile formwork according to claim 1, it is characterised in that: described Motor is installed, the output shaft of motor is connected with the wheel shaft of travelling wheel (5), and thus, it is possible to drive travelling wheel on travelling wheel (5) (5) it is moved on walking rails (1).
4. stalk vaulted type open trench tunnel main body construction mobile formwork according to claim 1, it is characterised in that: described Stalk vaulted type open trench tunnel main body construction mobile formwork further includes wedge-shaped rail meter (16) used for positioning, mould bases main body and mould Rail meter (16) are arranged between travelling wheel (5) and walking rails (1) after plate (14) movement is in place.
5. stalk vaulted type open trench tunnel main body construction mobile formwork according to claim 1, it is characterised in that: described Door frame (2), lower part stringer (4), upper longitudinal (7), transverse support bar (8), vertical supporting bar (9), arch beam (10) and perpendicular I-shaped Steel material is all made of to supporting beam (11) to be made.
6. stalk vaulted type open trench tunnel main body construction mobile formwork according to claim 1, it is characterised in that: described Template (14) is made of backform, angle mould and left and right side mode, is made of the steel plate of thickness 5mm, is carried out between template using bolt Connection.
7. stalk vaulted type open trench tunnel main body construction mobile formwork according to claim 1, it is characterised in that: described The distance between adjacent door frame (2) is 2m.
CN201820833562.8U 2018-05-31 2018-05-31 A kind of stalk vaulted type open trench tunnel main body construction mobile formwork Expired - Fee Related CN208844612U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820833562.8U CN208844612U (en) 2018-05-31 2018-05-31 A kind of stalk vaulted type open trench tunnel main body construction mobile formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820833562.8U CN208844612U (en) 2018-05-31 2018-05-31 A kind of stalk vaulted type open trench tunnel main body construction mobile formwork

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CN208844612U true CN208844612U (en) 2019-05-10

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111119947A (en) * 2020-03-03 2020-05-08 西南交通大学 Construction method of fault-crossing open-cut subway tunnel
CN115354687A (en) * 2022-08-31 2022-11-18 中铁三局集团有限公司 Liftable rail wheel shaping steel mould supporting system for large-section open cut tunnel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111119947A (en) * 2020-03-03 2020-05-08 西南交通大学 Construction method of fault-crossing open-cut subway tunnel
CN115354687A (en) * 2022-08-31 2022-11-18 中铁三局集团有限公司 Liftable rail wheel shaping steel mould supporting system for large-section open cut tunnel

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Granted publication date: 20190510