CN206035507U - Rectangle box culvert and for tunnel construction platform truck - Google Patents
Rectangle box culvert and for tunnel construction platform truck Download PDFInfo
- Publication number
- CN206035507U CN206035507U CN201621053001.3U CN201621053001U CN206035507U CN 206035507 U CN206035507 U CN 206035507U CN 201621053001 U CN201621053001 U CN 201621053001U CN 206035507 U CN206035507 U CN 206035507U
- Authority
- CN
- China
- Prior art keywords
- box culvert
- steel bracket
- mould
- rectangular box
- constructing tunnel
- 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.)
- Withdrawn - After Issue
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- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The utility model discloses a rectangle box culvert and for tunnel construction platform truck, including steel bracket (1) and curb plate mould (3), curb plate mould (3) through side direction vaulting pole (4) with steel bracket (1) connect, the top of steel bracket (1) on be equipped with counter -force balladeur train (6), the one end of sideslip roof beam (5) with curb plate mould (3) connect, the other end inserts counter -force balladeur train (6) in, sideslip roof beam (5) and the top of steel bracket (1) between be equipped with sideslip power device, the bottom of steel bracket (1) be equipped with vertical braces screw rod (2). The utility model has the characteristics of simple structure, easily operation, accommodation is wide, and concrete pouring and forming degree of high quality, general is high, the construction in box culvert, piping lane and the tunnel of the various open cuts of specially adapted.
Description
Technical field
The utility model is related to a kind of construction platform car, more particularly to one kind is used for Rectangular Box Culvert and constructing tunnel platform
Car.
Background technology
Traditional large-scale rectangular box culvert and constructing tunnel mainly have two ways, and the whole Rectangular Box Culvert of one and tunnel are adopted
With the form of construction work of full framing+wooden model, its two both sides adopts single side wall moulding plate, top board to apply using full framing+wooden model
Work mode.Both the above form of construction work all has that concrete formation effect is poor, operating space is limited in work progress, template with
The taking of frame tears that process length, labor strength are big, construction cost is high open, low construction efficiency the shortcomings of, applied using single side wall moulding plate
In man-hour, built-in fitting need to be also set in concrete, efficiency of construction and concrete formation effect be affected, therefore urgent need one kind can generation
The construction of Rectangular Box Culvert and tunnel is met for the new technology of such form of construction work.Patent 201510129751.8 discloses one kind
The multi-functional chassis of metro station construction, the chassis include chassis main frame, backform, side form and chassis base, the side form
It is fixedly connected by least two row's side form oil cylinders between chassis main frame, the bottom of the side form is installed with for making side
The side form hoist cylinder of mould lifting, the backform two ends are hinging rotary axle, and the hinging rotary axle is connected with armpit Angle formwork, institute
State armpit Angle formwork to be connected with crossbeam by armpit angle oil cylinder.The formwork erection and knockout course of the side form needs side form hoist cylinder and side form
The oil cylinder of the different actions of two kinds of oil cylinder realizing, as two actions of different directions can produce conflict to template, therefore need to be
The side form chute corresponding with side form oil cylinder is set on side form vertical direction, thus the run trace to side form bring it is many not
Certainty, and operating process is complicated, side form easily supports not in place, produces faulting of slab ends and gap between armpit Angle formwork.The technology
Though scheme can meet side wall concrete and concrete roof while pouring, structure is excessively complicated, device fabrication and maintenance cost
Height, operation difficulty are big.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of easily operated, simple structure, low cost of manufacture, steady
The fixed reliable, Rectangular Box Culvert that concreting Forming Quality is good, general degree is high and constructing tunnel chassis.
For solving above-mentioned technical problem, Rectangular Box Culvert and constructing tunnel chassis that the utility model is provided, including steel
Frame and side plate mould, described side plate mould are connected with described steel bracket by side stay, are set on the top of described steel bracket
There is counter-force balladeur train, one end of traverse beam is connected with described side plate mould, in the described counter-force balladeur train of other end insertion, described horizontal stroke
Moving and traversing power set are provided between beam and the top of described steel bracket, the bottom of described steel bracket is provided with vertical supporting spiral shell
Bar.
Walking system is installed on the bottom of described steel bracket, described walking system is walked in orbit.
Described traversing power set are traversing oil cylinder.
Connection between described traverse beam and described side plate mould is to be hinged or affixed.
Power lift is installed on the bottom of described steel bracket.
Vertical power being provided between top board mould and described steel bracket and receiving die device, corner mould is supported on by adjusting screw rod
In described traverse beam, described corner mould one end is connected with described side plate mould upper end, and the other end is torn open with described top board mould
Unload connection.
Described power lift is jacking cylinder.
It is vertical oil cylinder that described vertical power receives die device.
Connection between described top board mould and described corner mould is bolt connection.
Using the Rectangular Box Culvert and constructing tunnel chassis of above-mentioned technical proposal, the side to Rectangular Box Culvert or tunnel can be used for
Wall is individually constructed.When side wall and top board to Rectangular Box Culvert or tunnel is needed while when constructing, by the corner mould above chassis, top
Template die and vertical power receipts die device are installed and are capable of achieving.Easily operated, simple structure, stress clearly, have enough operations
Space can be transformed big in space, wide accommodation；The chassis concreting Forming Quality is good, general degree is high, is particularly well-suited to
The construction in the box culvert of various open cuts, piping lane and tunnel.
Compared with patent 201510129751.8, the advantage of this patent is that the demoulding, formwork erection step are simple, swooping template action rail
Mark reliability, processing cost are relatively low.
In sum, the utility model is a kind of easily operated, simple structure, low cost of manufacture, reliable and stable, concrete
Pour Forming Quality is good, general degree is high Rectangular Box Culvert and constructing tunnel chassis.
Description of the drawings
Fig. 1 only pours working state figure during side wall for the utility model.
Fig. 2 is utility model works view.
Fig. 3 is the utility model template contraction state figure.
Fig. 4 is the utility model demoulding view.
In figure：1- steel brackets, 2- studdles, 3- side plate moulds, 4- side stays, 5- traverse beams, 6- counter-force balladeur trains, 71-
Jacking cylinder, the traversing oil cylinders of 72-, the vertical oil cylinders of 73-, 8- tracks, 9- corner moulds, 10- top board moulds, 11- adjusting screw rods.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples.
As shown in figure 1, the Rectangular Box Culvert and constructing tunnel chassis of the utility model offer, side plate mould 3 is by lateral support
Bar 4 is connected with steel bracket 1, and the top of steel bracket 1 is provided with counter-force balladeur train 6, and one end of traverse beam 5 is connected with side plate mould 3, another
End is inserted in counter-force balladeur train 6, is provided with traversing power set between the top of traverse beam 5 and steel bracket 1, specifically, traversing power
Device is that the bottom of 72 steel bracket 1 of traversing oil cylinder is provided with vertical supporting screw rod 2.Steel bracket 1 is supported in by vertical supporting screw rod 2
On underplate concrete face.
Further, walking system is installed on 1 bottom girder of steel bracket, after chassis entire lowering, can walks on track 8,
With vertical shift to subsequent work position.
Further, power lift is installed on the bottom of steel bracket 1.Specifically, power lift is jacking
Oil cylinder 71.
Connection between traverse beam 5 and side plate mould 3 is to be hinged or affixed.
As shown in figure 1, the Rectangular Box Culvert and constructing tunnel chassis of the utility model offer, for Rectangular Box Culvert or tunnel
The side wall in road is individually constructed, and concrete demoulding step is as follows：
First, remove the side stay 4 between side plate mould 3 and steel bracket 1；
2nd, traversing oil cylinder 72 is shunk, makes traverse beam 5 drive the 3 traversing demoulding of side plate mould；
3rd, adjust vertical supporting screw rod 2 so as to shrink certain length L, L values need to be more than between walking system and track 8
Vertical distance；
4th, jacking cylinder 71 is shunk, chassis is integrally drop on track 8, complete the demoulding；
5th, start walking system, chassis vertical shift is made to subsequent work position.
The Rectangular Box Culvert provided referring to Fig. 2, Fig. 3 and Fig. 4, the utility model and constructing tunnel chassis, side plate mould 3 pass through
Side stay 4 is connected with steel bracket 1, and the top of steel bracket 1 is provided with counter-force balladeur train 6, and one end and the side plate mould 3 of traverse beam 5 connect
Connect, in other end insertion counter-force balladeur train 6, between the top of traverse beam 5 and steel bracket 1, be provided with traversing power set, steel bracket 1
Bottom is provided with vertical supporting screw rod 2.Vertical power being provided between top board mould 10 and steel bracket 1 and receiving die device, corner mould 9 is by adjusting
Section screw rod 11 is supported in traverse beam 5, and 9 one end of corner mould is connected with 3 upper end of side plate mould, and the other end is connected with the dismounting of top board mould 10
Connect；Power lift is installed on the bottom of steel bracket 1.Steel bracket 1 is supported in underplate concrete by vertical supporting screw rod 2
On face.
Traversing power set are traversing oil cylinder 72.Power lift is jacking cylinder 71.Vertical power receives die device
Vertical oil cylinder 73.
Specifically, the connection between traverse beam 5 and side plate mould 3 is to be hinged or affixed.
Connection between top board mould 10 and corner mould 9 is bolt connection.
Further, walking system is installed on 1 bottom girder of steel bracket, after chassis entire lowering, can walks on track 8,
With vertical shift to subsequent work position.
As shown in figs 2-4, the utility model is provided Rectangular Box Culvert and constructing tunnel chassis, to Rectangular Box Culvert or tunnel
When the side wall in road and top are constructed, concrete demoulding step is as follows：
First, unclamp the connection between top board mould 10 and corner mould 9；
2nd, vertical oil cylinder 73 is shunk, makes top board mould 10 decline the demoulding to design attitude；
3rd, remove the side stay 4 between side plate mould 3 and steel bracket 1；
4th, traversing oil cylinder 72 is shunk, make traverse beam 5 side plate mould 3 and corner mould 9 be driven while the traversing demoulding；
5th, adjust vertical supporting screw rod 2 so as to shrink certain length L, L values need to be more than walking system and rail
Vertical distance between road 8；
6th, jacking cylinder 71 is shunk, chassis is integrally drop on track 8, complete the demoulding；
7th, start walking system, chassis vertical shift is made to subsequent work position.
Using the Rectangular Box Culvert and constructing tunnel chassis of above-mentioned technical proposal, the side to Rectangular Box Culvert or tunnel can be used for
Wall is individually constructed.When needing side wall and top to Rectangular Box Culvert or tunnel to construct, by the corner mould above chassis, top board mould
Die device is received with vertical power and installs all constructions of realization at once.Easily operated, simple structure, stress clearly, have enough
Space can be transformed big in operating space, wide accommodation；The chassis concreting Forming Quality is good, general degree is high, especially fits
For the construction in the box culvert of various open cuts, piping lane and tunnel.
The utility model applied range, it is adaptable to various construction operating modes, and can be transformed as needed, by two platforms
Car carries out spelling to be suitable for the construction with subway station.
Claims (9)
1. a kind of Rectangular Box Culvert and constructing tunnel chassis, including steel bracket (1) and side plate mould (3), it is characterised in that：Described
Side plate mould (3) is connected with described steel bracket (1) by side stay (4), and the top of described steel bracket (1) is provided with counter-force
Balladeur train (6), one end of traverse beam (5) are connected with described side plate mould (3), in the described counter-force balladeur train (6) of other end insertion, institute
It is provided with traversing power set between the traverse beam (5) stated and the top of described steel bracket (1), the bottom of described steel bracket (1)
Portion is provided with vertical supporting screw rod (2).
2. Rectangular Box Culvert according to claim 1 and constructing tunnel chassis, it is characterised in that：Described steel bracket (1)
Bottom on walking system is installed, described walking system is walked on track (8).
3. Rectangular Box Culvert according to claim 1 and 2 and constructing tunnel chassis, it is characterised in that：Described is traversing dynamic
Power apparatus are traversing oil cylinder (72).
4. Rectangular Box Culvert according to claim 1 and 2 and constructing tunnel chassis, it is characterised in that：Described traverse beam
(5) with the connection between described side plate mould (3) for being hinged or affixed.
5. Rectangular Box Culvert according to claim 1 and 2 and constructing tunnel chassis, it is characterised in that：Described steel bracket
(1) power lift is installed on bottom.
6. Rectangular Box Culvert according to claim 5 and constructing tunnel chassis, it is characterised in that：Described powered lift dress
It is set to jacking cylinder (71).
7. Rectangular Box Culvert according to claim 5 and constructing tunnel chassis, it is characterised in that：Top board mould (10) with it is described
Steel bracket (1) between be provided with vertical power and receive die device, corner mould (9) is supported on described traversing by adjusting screw rod (11)
On beam (5), described corner mould (9) one end is connected with described side plate mould (3) upper end, the other end and described top board mould (10)
Dismounting connection.
8. Rectangular Box Culvert according to claim 7 and constructing tunnel chassis, it is characterised in that：Described vertical power is received
Die device is vertical oil cylinder (73).
9. Rectangular Box Culvert according to claim 7 and constructing tunnel chassis, it is characterised in that：Described top board mould (10)
It is bolt connection with the connection between described corner mould (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621053001.3U CN206035507U (en) | 2016-09-13 | 2016-09-13 | Rectangle box culvert and for tunnel construction platform truck |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621053001.3U CN206035507U (en) | 2016-09-13 | 2016-09-13 | Rectangle box culvert and for tunnel construction platform truck |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206035507U true CN206035507U (en) | 2017-03-22 |
Family
ID=58295464
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621053001.3U Withdrawn - After Issue CN206035507U (en) | 2016-09-13 | 2016-09-13 | Rectangle box culvert and for tunnel construction platform truck |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206035507U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419743A (en) * | 2017-05-16 | 2017-12-01 | 中国建筑第六工程局有限公司 | A kind of new city pipe gallery mobile formwork |
| CN109322324A (en) * | 2017-07-31 | 2019-02-12 | 中国二十冶集团有限公司 | Fast attaching/detaching apparatus and its application method based on cast-type pipe gallery aluminum alloy pattern plate |
| CN111676849A (en) * | 2020-04-27 | 2020-09-18 | 山东省亚欧特重工机械有限公司 | Intelligent culvert section laying machine |
-
2016
- 2016-09-13 CN CN201621053001.3U patent/CN206035507U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419743A (en) * | 2017-05-16 | 2017-12-01 | 中国建筑第六工程局有限公司 | A kind of new city pipe gallery mobile formwork |
| CN109322324A (en) * | 2017-07-31 | 2019-02-12 | 中国二十冶集团有限公司 | Fast attaching/detaching apparatus and its application method based on cast-type pipe gallery aluminum alloy pattern plate |
| CN111676849A (en) * | 2020-04-27 | 2020-09-18 | 山东省亚欧特重工机械有限公司 | Intelligent culvert section laying machine |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170322 Effective date of abandoning: 20170510 |