CN203769806U - Steel mold trolley for side wall concrete lining construction - Google Patents
Steel mold trolley for side wall concrete lining construction Download PDFInfo
- Publication number
- CN203769806U CN203769806U CN201420185737.0U CN201420185737U CN203769806U CN 203769806 U CN203769806 U CN 203769806U CN 201420185737 U CN201420185737 U CN 201420185737U CN 203769806 U CN203769806 U CN 203769806U
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- China
- Prior art keywords
- side wall
- main body
- body frame
- concrete lining
- assembly
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- Expired - Fee Related
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Abstract
The utility model provides a steel mold trolley for side wall concrete lining construction. The steel mold trolley comprises a chassis, a main body frame and side wall formworks. Position adjusting components are additionally arranged on the main body framework and between the two side wall formworks, and comprise double-rail supporting frames, an even number of height regulating oil cylinders and a plurality of box-type horizontal brace telescopic components. Lateral supporting oil cylinders are symmetrically arranged on the main body frame, and the side wall formworks are provided with movable L-shaped height regulating mold plates. The steel mold trolley can be regulated in span and height for trenches of different widths and different heights, concrete lining of the trenches of different heights and widths within a certain range can be achieved, universality of the trolley is improved, and economic benefits are improved.
Description
Technical field
The utility model relates to the equipment that a kind of building operations is used, particularly a kind of steel form carrier for side wall concrete lining construction.
Background technology
At present, in long at axis, cross dimensions is consistent municipal sewage system or cable trench, generally adopt artificial mold method to carry out side wall concrete lining cutting, the component such as horizontal brace, diagonal brace used are many, the formwork time is long, efficiency is low, and due to repeatedly turnover, easily causes mould to damage.In indivedual constructions, may use steel form carrier, but the chassis size of design immobilizes, can only one chassis for the trench construction of same size, change after a kind of different section, need to redesign the new chassis of processing, chassis versatility is poor, construction cost is large.
Summary of the invention
The utility model aims to provide the steel form carrier for side wall concrete lining construction that a kind of versatility is good, can reduce construction cost.Realize the utility model by following scheme:
For a steel form carrier for side wall concrete lining construction, comprising: chassis assembly, main body frame assembly and side wall template assembly, above-mentioned these assemblies can adopt the design of existing chassis; On main body frame assembly and between both walls template, increase position adjustments assembly has been installed, this position adjustments assembly comprises that double track bracing frame, even number height control cylinder, several box-shapeds support extensible member; Double track bracing frame is parallel with described main body frame; Height control cylinder mounted in pairs is between double track bracing frame and described main body frame; Described each box-shaped supports bracing frame top and its end that extensible member is all fixedly installed in a pair of height control cylinder correspondence position and fixes with both walls template respectively.Can realize the adjusting of chassis height displacement direction by this position adjustments assembly.
For further increasing the position adjustment function of chassis, the interposition that supports extensible member in described box-shaped is equipped with cavity, and Level tune oil cylinder is installed in described cavity, can realize thus the width adjusting of chassis horizontal direction.
For the adjusting of engagement height direction, the symmetrical even number lateral support oil cylinder of installing is installed on the leg of frame edge of described main body frame assembly.
For in construction, the controllably height of ditch side wall, and make the smooth moulding of side wall top concrete, packaged type " L " type height adjusting template has been installed on described side wall form element.
Compared with existing side wall concrete lining construction technology, the utility model can all be adjusted span, highly for the trench of different in width and differing heights, can realize the trench concrete lining of the interior differing heights of certain limit and width, increase the versatility of chassis, improve economic benefit.
Brief description of the drawings
The overall schematic of Fig. 1 embodiment 1 chassis
The structural representation of the main body frame assembly of Fig. 2 embodiment 1 chassis
The position adjustments modular construction schematic diagram of Fig. 3 embodiment 1 chassis
Fig. 4 embodiment 1 box-shaped supports the structural representation of extensible member
Fig. 5 chassis initialization view
Detailed description of the invention
Embodiment is just in order to illustrate a kind of implementation of the present utility model, not as the restricted explanation to the utility model protection domain.
embodiment 1
For a steel form carrier for side wall concrete lining construction, overall structure as shown in Figure 1, chassis assembly 1, main body frame assembly 2 and side wall template assembly 3; On main body frame assembly 2 and between both walls template 3-1, increase position adjustments assembly 4 has been installed, in the both walls template of side wall parts, packaged type " L " type height adjusting template 3-2 has been installed respectively.As shown in Figure 2, the leg of frame of main body frame assembly has been installed 6 each and every one lateral support oil cylinder 4-1(notes along symmetry: the oil cylinder of one of them side shown in Fig. 2 and wherein a pair of symmetry are installed signal).The structure of position adjustments assembly 4 as shown in Figure 3, comprises that double track bracing frame 4-2,6 height control cylinder 4-3 and three box-shapeds support extensible member 4-4; 6 paired symmetries of height control cylinder are installed on double track bracing frame 4-2 bottom, and box-shaped supports extensible member 4-4 and is installed on double track bracing frame 4-2 top, and each box-shaped to support extensible member 4-4 corresponding with a pair of height control cylinder 4-3 position; As shown in Figure 1, double track bracing frame 4-2 is parallel with main body frame 2-1, and box-shaped supports the two ends of extensible member 4-4 and fixes with both walls template 3-1 respectively.Box-shaped supports extensible member structure as shown in Figure 4, there is cavity position therebetween, Level tune oil cylinder 4-5 is installed in cavity, cavity is not large case fixed knot 4-6 to two ends along stretching symmetry---little case expansion coupling 4-7, little case expansion coupling 4-7 is placed in large case fixed knot 4-6, and can in large case fixed knot 4-6, move.
As shown in Figure 5, chassis original state: side wall template 3-1 inward collapsible is to minimum position state, on " L " type height adjusting template 3-2, be adjusted to top state, height control cylinder 4-3 drops to extreme lower position state, lateral support oil cylinder 4-1 and the Level tune oil cylinder on main body frame limit are all retracted to minimum state, the little case expansion coupling that box-shaped supports extensible member 4-4 is reduced to the end of large case fixed knot 4-6, chassis side wall template 3-1 draws in bottom to the inside, and whole chassis is in minimum geometries state.
Need to build certain section of trench side wall time, on terrace, lay track forwardly, chassis is sent to assigned address with artificial promotion or motor-driven mode, lateral support oil cylinder 4-1, height control cylinder 4-3 and Level tune oil cylinder 4-5 that main body frame limit is installed launch respectively, side wall template 3-1 is adjusted to the width and the height that need, and has proofreaied and correct verticality.After side wall template 3-1 position adjustment accurately, regulate packaged type " L " type height adjusting template 3-2 to be adjusted downward to the needed height of trench side wall, chassis assembling is complete, can in the cavity of side wall template 3-1 and " L " type height adjusting template (3-2) composition, carry out trench side wall concrete and build.
Chassis is built complete while needing the demoulding, first " L " type height adjusting template 3-2 is upwards heightened, then regain lateral support oil cylinder 4-1, the side wall template 3-1 of both sides is drawn in, template and built between the trench side wall of moulding and reserve gap, last lift height regulates oil cylinder 4-3, makes template bottom leave terrace, and chassis can be walked forward and carry out next section and built task.
Claims (4)
1. the steel form carrier for side wall concrete lining construction, comprise: chassis assembly, main body frame assembly and side wall template assembly, it is characterized in that: position adjustments assembly has also been installed on main body frame assembly and between both walls template, and described position adjustments assembly comprises that double track bracing frame, even number height control cylinder, several box-shapeds support extensible member; Double track bracing frame is parallel with described main body frame; Height control cylinder mounted in pairs is between double track bracing frame and described main body frame; Described each box-shaped supports the Qie Qi two ends, bracing frame top that extensible member is all fixedly installed in a pair of height control cylinder correspondence position and fixes with both walls template respectively.
2. the steel form carrier for side wall concrete lining construction as claimed in claim 1, is characterized in that: the interposition that supports extensible member in described box-shaped is equipped with cavity, and Level tune oil cylinder is installed in described cavity.
3. the steel form carrier for side wall concrete lining construction as claimed in claim 1 or 2, is characterized in that: the leg of frame at described main body frame assembly is installed even number lateral support oil cylinder along symmetry.
4. the steel form carrier for side wall concrete lining construction as claimed in claim 1, is characterized in that: packaged type " L " type height adjusting template has been installed on described side wall form element.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420185737.0U CN203769806U (en) | 2014-04-17 | 2014-04-17 | Steel mold trolley for side wall concrete lining construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420185737.0U CN203769806U (en) | 2014-04-17 | 2014-04-17 | Steel mold trolley for side wall concrete lining construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203769806U true CN203769806U (en) | 2014-08-13 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420185737.0U Expired - Fee Related CN203769806U (en) | 2014-04-17 | 2014-04-17 | Steel mold trolley for side wall concrete lining construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203769806U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545347A (en) * | 2016-12-28 | 2017-03-29 | 淮北矿业(集团)工程建设有限责任公司 | A kind of lining trolley and its template construction method |
| CN106939793A (en) * | 2017-04-21 | 2017-07-11 | 四川省创力隧道机械设备有限公司 | It is easy to the tunnel central trench chassis efficiently constructed |
| CN112832815A (en) * | 2019-11-25 | 2021-05-25 | 湖南省中南桥梁安装工程有限公司 | Lining trolley suitable for multiple sections of water conservancy ditches |
| CN112832203A (en) * | 2019-11-25 | 2021-05-25 | 湖南省中南桥梁安装工程有限公司 | Angle-adjustable lining trolley suitable for multiple sections of water conservancy ditches |
-
2014
- 2014-04-17 CN CN201420185737.0U patent/CN203769806U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545347A (en) * | 2016-12-28 | 2017-03-29 | 淮北矿业(集团)工程建设有限责任公司 | A kind of lining trolley and its template construction method |
| CN106939793A (en) * | 2017-04-21 | 2017-07-11 | 四川省创力隧道机械设备有限公司 | It is easy to the tunnel central trench chassis efficiently constructed |
| CN112832815A (en) * | 2019-11-25 | 2021-05-25 | 湖南省中南桥梁安装工程有限公司 | Lining trolley suitable for multiple sections of water conservancy ditches |
| CN112832203A (en) * | 2019-11-25 | 2021-05-25 | 湖南省中南桥梁安装工程有限公司 | Angle-adjustable lining trolley suitable for multiple sections of water conservancy ditches |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140813 Termination date: 20160417 |