CN107143336A - A kind of road constructing structure against the wind with shield synchronous construction rail - Google Patents
A kind of road constructing structure against the wind with shield synchronous construction rail Download PDFInfo
- Publication number
- CN107143336A CN107143336A CN201710315729.1A CN201710315729A CN107143336A CN 107143336 A CN107143336 A CN 107143336A CN 201710315729 A CN201710315729 A CN 201710315729A CN 107143336 A CN107143336 A CN 107143336A
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- road
- wind
- rail
- shield
- panel
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- 238000010276 construction Methods 0.000 title claims abstract description 30
- 230000001360 synchronised effect Effects 0.000 title claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 10
- 239000010959 steel Substances 0.000 claims abstract description 10
- 230000007704 transition Effects 0.000 claims abstract description 5
- 238000004519 manufacturing process Methods 0.000 claims abstract description 3
- 238000009434 installation Methods 0.000 claims abstract 2
- 241001669679 Eleotris Species 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 5
- 238000004513 sizing Methods 0.000 description 5
- 238000005457 optimization Methods 0.000 description 4
- 230000008901 benefit Effects 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses a kind of and shield synchronous construction rail road constructing structure, including sub-truss system and travel driving system against the wind；The inside of the sub-truss system is provided with shield transport train, and sub-truss system is assembled using high-strength bolt by the entablature, column, panel of section steel manufacture, and construction peak load in road is designed against the wind according to rail for shaped steel and bolt model；The travel driving system includes the bottom that driving wheel, the road wheel of installation in orbit are arranged on walking beam, and walking beam top is provided with the motor for driving road wheel to rotate, bottom and is provided with bearing, and motor provides power for device assembly, transition；Apparatus of the present invention are simple and practical, easy to operate, simplify working procedure, and repeatable utilization, good economy performance, save the duration, while safe and reliable, exploitativeness is strong；Saved a large amount of durations, and reduce repetition set up and remove in support body link and door opening in train operation may collide the security risk of support body.
Description
Technical field
The present invention relates to a kind of constructing device, it is specially a kind of and shield synchronous construction rail road constructing structure against the wind, belongs to
Rail road technical field against the wind.
Background technology
Rail road, i.e. train top row air channel against the wind, are important inner structural elements in the ventilating system of subway station, hang on
The delivery position of plate and structure side wall in station；Due to the particularity of its present position, do not poured into a mould simultaneously with station main body typically,
The station passed through is especially needed in shield-tunneling construction, rail against the wind must pour into a mould in the later stage by road, but shield-tunneling construction needs transportation in assembled state to arrange
Car organizes into groups to carry out the outward transport of mortar, the supply of section of jurisdiction and the earthwork, interval in the longer shield of length of tunnel, generally requires two row
Train marshalling list could meet the requirement of shield driving progress.
Train marshalling list is generally up to more than 50 rice, runs on the bottom plate of station, is placed exactly in rail against the wind under road design attitude
Side, influence rail against the wind construct by road, and traditional technical scheme typically has two kinds, and one kind is to set up full hall frame again after tunnel holing through to apply
Work rail road against the wind, another is that shield is entered using single-row marshalling construction, then with one full hall frame with door opening of scaffold building
Row construction；The advantage of scheme one is that road construction is not interfere with each other against the wind for shield and rail, and easy construction has the disadvantage that the duration is oversize, shield is applied
The work duration is generally 4 ~ 6 months, and road at least needs could to construct for 1 ~ 2 month and completion and removed rail of being constructed after shield insertion against the wind
Support body, that is, need to carry out for 5 ~ 8 months underground railway track in station and lay.The advantage of scheme two is that road can be simultaneously against the wind for shield and rail
Construct, this method can only typically set 2m or so due to the full hall frame door opening of bowl fastening type, be only capable of the row marshalling of satisfaction one and pass through, significantly
Reduce shield-tunneling construction efficiency, the shield duration is up to 6 ~ 8 months, to meet biserial marshalling it is current if, door opening clear span is needed
4m is reached, it is necessary to set more than 18# big model I-steel crossbeam above door opening, because crane gear is used not under plate in station
Just, the height for a large amount of bulky crossbeams manually being promoted into 3.5m is very difficult, and there is larger security risk；Therefore, pin
A kind of and shield synchronous construction rail road constructing structure against the wind is proposed to above mentioned problem.
The content of the invention
The purpose of the present invention is that one kind is provided to solve the above problems to be applied in road against the wind with shield synchronous construction rail
Work structure.
The present invention is achieved through the following technical solutions above-mentioned purpose, and a kind of road construction is tied against the wind with shield synchronous construction rail
Structure, including sub-truss system and travel driving system；The inside of the sub-truss system is provided with shield transport train, and branch
Support trussing uses high-strength bolt assembled by the entablature, column, panel of section steel manufacture, shaped steel and bolt model
According to rail, construction peak load in road is designed against the wind；The travel driving system includes installing driving wheel in orbit, OK
Wheel is walked installed in the bottom of walking beam, walking beam top is provided with the motor for driving road wheel to rotate, bottom and is provided with bearing, and motor is
Device is assembled, transition provides power.
It is preferred that, the column in the sub-truss system is connected to the bottom of panel by diagonal brace.
It is preferred that, security protection system is installed, the security protection system is by mesh sheet on the panel in the sub-truss system
Formula sizing fence is turned in panel sidewalls by adpting flange peace, and the two ends of panel are provided with Guard fence base.
It is preferred that, the track is fastened on the sleeper on structure base slab surface.
It is preferred that, the top of the security protection system is provided with rail road against the wind, and plate in the structure is installed in road to rail against the wind
Bottom.
The beneficial effects of the invention are as follows：Apparatus of the present invention are simple and practical, easy to operate, simplify working procedure, and repeat
Utilize, good economy performance, save the duration, while safe and reliable, exploitativeness is strong；Station rail can be achieved, and road and shield driving are mutual against the wind
Do not construct simultaneously intrusively, shield can be using the normal driving of biserial transport marshalling, while rail is not required in road work progress against the wind
Support body is repeatedly set up and removed, working procedure is simplified, and reduces repetition and set up and remove in support body link and door opening
Middle train operation may collide the security risk of support body.
Brief description of the drawings
Fig. 1 is the overall positive structure schematic of the present invention；
Fig. 2 is the overall side structure schematic diagram of the present invention；
Fig. 3 is integral construction view of the present invention.
In figure：1- entablatures, 2- columns, 3- walking beams, 4- diagonal braces, 5- driving wheels, 6- tracks, 7- adpting flanges, 8- electricity
Plate, 15- in machine, 9- Guard fence bases, 10- net sheet types sizing fence, 11- tie-beams, 12- bearings, 13- rails road against the wind, 14- structures
Structure base slab, 16- sleepers, 17- shield transport trains, 18- panels.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
Refer to shown in Fig. 1-3, a kind of road constructing structure against the wind with shield synchronous construction rail, including sub-truss system and
Travel driving system；The inside of the sub-truss system is provided with shield transport train 17, and sub-truss system is by shaped steel system
Entablature 1, column 2, the panel 18 made are assembled using high-strength bolt, and road is applied against the wind according to rail for shaped steel and bolt model
Work peak load is designed；Driving wheel 5, the road wheel 8 that the travel driving system is included on track 6, which are installed, is expert at
The bottom of beam 3 is walked, the top of walking beam 3 is provided with driving the motor 8 of the rotation of road wheel 8, bottom to be provided with bearing 12, and motor 8 is device
Assembled, transition provides power.
As a kind of technical optimization scheme of the present invention, the column 2 in the sub-truss system is connected to by diagonal brace 4
The bottom of panel 18, the stability of triangle is good.
As a kind of technical optimization scheme of the present invention, security protection is installed on the panel 18 in the sub-truss system
System, the security protection system is pacified by adpting flange 7 by net sheet type sizing fence 10 and turned in the side wall of panel 18, and panel 18
Two ends be provided with Guard fence base 9, Stability Analysis of Structures is convenient for security protection.
As a kind of technical optimization scheme of the present invention, the track 6 is fastened on the sleeper positioned at the surface of structure base slab 15
On 16, it is easy to movement.
As a kind of technical optimization scheme of the present invention, the top of the security protection system is provided with rail road 13 against the wind, and
The bottom of plate 14 in the structure is installed in road 13 to rail against the wind.
The present invention is when in use；
Step one：Before the in-orbit construction of road against the wind, the components such as prefabricated beam, column are carried out to assembled, assembled process on the ground
In bolt is in hemicompact state, it is convenient assembled, prevent component from blocking, all bolts carried out after all component assemblies are finished
Tighten up, device assembles driving wheel, motor in units of saving, and lays checkered steel plate.While device is assembled, bottom plate AT STATION
Lay and fix track in construction area.
Step 2:The device for successively being assembled single-unit using shield lifting straddle truck integrally transfers pre- to shield shaft bottom plate
On the track first completed, motor is started, makes plant running to rail road construction area against the wind, then will be connected between section
It is firm, form overall, wedge is spacing beyond the Great Wall with interorbital for lateral wheel of being expert at, and prevents wheel from moving, and by flitch branch seat cushion
Below walking beam, net sheet type sizing fence is installed and faces frontier defense protecting system, the construction operation platform of secure is formed.
Step 3：The rail reinforcing bar in road, template, concrete construction against the wind is carried out on operation platform, treats that concrete strength reaches
To after design requirement, so that it may cancel spacing wedge and bearing, start motor, overall transition to the next section of described device is applied
Work.
Step 4：After being fully completed Deng rail top ductwork, you can remove sizing mesh sheet, described device is disintegrated to be single
Section, runs to shield well head, integrally hangs out.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie
In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the present invention is by appended power
Profit is required rather than described above is limited, it is intended that all in the implication and scope of the equivalency of claim by falling
Change is included in the present invention.Any reference in claim should not be considered as to the claim involved by limitation.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It may be appreciated other embodiment.
Claims (5)
1. a kind of and shield synchronous construction rail road constructing structure, including sub-truss system and travel driving system against the wind；It is special
Levy and be：The inside of the sub-truss system is provided with shield transport train（17）, and sub-truss system by section steel manufacture and
Into entablature（1）, column（2）, panel（18）Assembled using high-strength bolt, shaped steel and bolt model are according to rail road against the wind
Construction peak load is designed；The travel driving system includes being arranged on track（6）On driving wheel（5）, road wheel（8）
Installed in walking beam（3）Bottom, walking beam（3）Top is provided with drive road wheel（8）The motor of rotation（8）, bottom provided with branch
Seat（12）, motor（8）Power is provided for device assembly, transition.
2. a kind of road constructing structure against the wind with shield synchronous construction rail according to claim 1, it is characterised in that：The branch
Support the column in trussing（2）Pass through diagonal brace（4）It is connected to panel（18）Bottom.
3. a kind of road constructing structure against the wind with shield synchronous construction rail according to claim 1, it is characterised in that：The branch
Support the panel in trussing（18）Upper installation security protection system, the security protection system is shaped fence by net sheet type（10）
Pass through adpting flange（7）Peace turns in panel（18）Side wall, and panel（18）Two ends be provided with Guard fence base（9）.
4. a kind of road constructing structure against the wind with shield synchronous construction rail according to claim 1, it is characterised in that：The rail
Road（6）It is fastened on positioned at structure base slab（15）The sleeper on surface（16）On.
5. a kind of road constructing structure against the wind with shield synchronous construction rail according to claim 1, it is characterised in that：The peace
The top of full protection system is provided with rail road against the wind（13）, and rail road against the wind（13）Plate in the structure is installed（14）Bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710315729.1A CN107143336A (en) | 2017-05-08 | 2017-05-08 | A kind of road constructing structure against the wind with shield synchronous construction rail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710315729.1A CN107143336A (en) | 2017-05-08 | 2017-05-08 | A kind of road constructing structure against the wind with shield synchronous construction rail |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107143336A true CN107143336A (en) | 2017-09-08 |
Family
ID=59777862
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710315729.1A Pending CN107143336A (en) | 2017-05-08 | 2017-05-08 | A kind of road constructing structure against the wind with shield synchronous construction rail |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107143336A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN110985091A (en) * | 2019-11-29 | 2020-04-10 | 中铁高新工业股份有限公司 | Flue plate laying machine suitable for large-diameter flue plates and laying method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202117689U (en) * | 2011-05-16 | 2012-01-18 | 广东省基础工程公司 | Light-duty trolley which is matched with shield station-passing for structure formwork |
| CN204163342U (en) * | 2014-03-01 | 2015-02-18 | 杨井亮 | A kind of pipe-hanging hook for tread air channel, station of constructing |
| CN204311741U (en) * | 2014-12-12 | 2015-05-06 | 中铁建大桥工程局集团第五工程有限公司 | Rack template system is watered behind a kind of portable tread air channel |
| CN204327153U (en) * | 2014-12-12 | 2015-05-13 | 中铁建大桥工程局集团第五工程有限公司 | A kind of traversing carriage system for tread air channel |
| CN205638490U (en) * | 2016-05-26 | 2016-10-12 | 中国电建集团铁路建设有限公司 | A portable platform truck that is used for subway station tread wind channel to pour |
| 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 |
-
2017
- 2017-05-08 CN CN201710315729.1A patent/CN107143336A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202117689U (en) * | 2011-05-16 | 2012-01-18 | 广东省基础工程公司 | Light-duty trolley which is matched with shield station-passing for structure formwork |
| CN204163342U (en) * | 2014-03-01 | 2015-02-18 | 杨井亮 | A kind of pipe-hanging hook for tread air channel, station of constructing |
| CN204311741U (en) * | 2014-12-12 | 2015-05-06 | 中铁建大桥工程局集团第五工程有限公司 | Rack template system is watered behind a kind of portable tread air channel |
| CN204327153U (en) * | 2014-12-12 | 2015-05-13 | 中铁建大桥工程局集团第五工程有限公司 | A kind of traversing carriage system for tread air channel |
| CN205638490U (en) * | 2016-05-26 | 2016-10-12 | 中国电建集团铁路建设有限公司 | A portable platform truck that is used for subway station tread wind channel to pour |
| 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 |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN110985091A (en) * | 2019-11-29 | 2020-04-10 | 中铁高新工业股份有限公司 | Flue plate laying machine suitable for large-diameter flue plates and laying method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170908 |