CN205840892U - Ditch mould bases is surveyed in self-propelled tunnel - Google Patents
Ditch mould bases is surveyed in self-propelled tunnel Download PDFInfo
- Publication number
- CN205840892U CN205840892U CN201620881442.6U CN201620881442U CN205840892U CN 205840892 U CN205840892 U CN 205840892U CN 201620881442 U CN201620881442 U CN 201620881442U CN 205840892 U CN205840892 U CN 205840892U
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- template
- supporting rod
- self
- vertical supporting
- surveyed
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- 238000010276 construction Methods 0.000 abstract description 18
- 230000000694 effects Effects 0.000 description 3
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Abstract
The utility model discloses a kind of self-propelled tunnel and survey ditch mould bases, including moveable main backstop with along the longitudinally liftable template assembly being arranged on main backstop, described main backstop top side is provided with the horizontal cantilever for connection mode board component, the first lift cylinder for the lifting of Control architecture assembly it is provided with on described horizontal cantilever, it is provided with road wheel bottom described main backstop, described template assembly includes template, vertical supporting rod and horizontal stand, described template is the U-shape structure being made up of diapire and sidewall, it is connected with stencil sidewalls in template is stretched in described vertical supporting rod one end and by extensible member, the vertical supporting rod other end stretches out template the second lift cylinder that is outer and that arrange bottom horizontal stand and is connected, described horizontal stand top is connected with the first lift cylinder.This utility model is easy to rapid construction, improves speed of application, it is ensured that construction quality, reduces the labor intensity of workman, improves work efficiency, cost-effective.
Description
Technical field
This utility model relates to Tunnel Engineering device field, surveys ditch mould bases particularly to a kind of self-propelled tunnel.
Background technology
The construction of Tunnel Engineering lateral sulcus is existing takes on-the-spot branching standing template concrete construction mode, during construction, lateral sulcus mould more
Plate directly props up and stands in completed tunnel inverted arch fill concrete end face, and after concreting completes, form removal repeats to construct second
Section lateral sulcus.But use this form of construction work, when operation, need mounting or dismounting template repeatedly, although for rapid construction, template body
System uses typified form, but due to mounting or dismounting operation repeatedly, is difficult to be completely secured the quality of tunnel lateral sulcus, and takes during mounting or dismounting form cost
Power, adds the labor intensity of workman, inefficiency, slow down speed of application, extend the duration, add cost.Therefore,
Need to develop a kind of rapid construction, cost-effective tunnel lateral sulcus constructing device has seemed the most necessary and urgent.
Therefore, it is badly in need of exploitation one and is easy to rapid construction, improve speed of application, it is ensured that construction quality, reduce the labor of workman
Fatigue resistance, improves work efficiency, and ditch mould bases is surveyed in cost-effective self-propelled tunnel.
Summary of the invention
In view of this, the purpose of this utility model is to provide a kind of self-propelled tunnel to survey ditch mould bases, it is simple to rapid construction,
Improve speed of application, it is ensured that construction quality, reduce the labor intensity of workman, improve work efficiency, cost-effective.
Ditch mould bases is surveyed in self-propelled tunnel of the present utility model, sets including moveable main backstop with along the most liftable
Putting the template assembly on main backstop, described main backstop top side is provided with laterally hanging for connection mode board component
Arm, described horizontal cantilever is provided with the first lift cylinder for the lifting of Control architecture assembly, sets bottom described main backstop
Being equipped with road wheel, described template assembly includes template, vertical supporting rod and horizontal stand, and described template is for be made up of diapire and sidewall
U-shape structure, described vertical supporting rod one end stretches in template and passes through extensible member and be connected with stencil sidewalls, the vertical supporting rod other end
Stretch out template the second lift cylinder that is outer and that arrange bottom horizontal stand to be connected, described horizontal stand top and the first lift cylinder
Connect.
Further, described main backstop is truss structure.
Further, the both sides sidewall of described template is connected by moveable hinge with diapire respectively.
Further, described vertical supporting rod is positioned at the both sides, one end of template and is respectively arranged with extensible member, and is positioned at perpendicular support
The extensible member of bar both sides is symmetrical.
Further, described extensible member is the telescopic cylinder being inclined on vertical supporting rod, the piston rod of this telescopic cylinder
Fix with stencil sidewalls and be connected.
Further, the inclined angle alpha between described telescopic cylinder and vertical supporting rod is 55～65 degree.
Further, described horizontal stand is horizontal truss structure, and described second lift cylinder is fixed on the horizontal stroke of horizontal stand
Bottom support beam.
Further, the height of described main backstop is 3～12m.
The beneficial effects of the utility model: ditch mould bases is surveyed in self-propelled tunnel of the present utility model, by arranging movably
Main backstop and liftable template assembly, during use, can first measure releasing lateral sulcus sideline, tunnel, and promote main backstop just
Position, makes template movement put in place by adjusting first, second lift cylinder, makes template complete to pour water finally by controlling extensible member
Ditch concrete.Using this utility model to repeat branching standing template when avoiding tunnel lateral sulcus construction, bracing reinforcement is wasted time and energy, and matter
The problem that amount is difficult to ensure that, consequently facilitating rapid construction, improves speed of application, it is ensured that construction quality, and the work reducing workman is strong
Degree, improves work efficiency, cost-effective.
Accompanying drawing explanation
With embodiment, this utility model is further described below in conjunction with the accompanying drawings:
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of this utility model template assembly；
Fig. 3 is the top view of Fig. 2.
Detailed description of the invention
Fig. 1 is structural representation of the present utility model, and Fig. 2 is the structural representation of this utility model template assembly, and Fig. 3 is
The top view of Fig. 2, as shown in the figure: ditch mould bases is surveyed in the self-propelled tunnel of the present embodiment, including moveable main backstop 1 with along vertical
To the liftable template assembly being arranged on main backstop 1, described main backstop 1 top side is provided with for connecting template
The horizontal cantilever 2 of assembly, horizontal cantilever 2 is weldingly fixed on main backstop 1 top side, for being supported template assembly；
It is provided with the first lift cylinder 3 for the lifting of Control architecture assembly on described horizontal cantilever 2, is controlled by the first lift cylinder 3
Rising or falling of pallet assembly, in order to operation；It is provided with road wheel 4, it is simple to whole mould bases enters bottom described main backstop 1
Row is mobile, easy to use；Described template assembly includes template 5, vertical supporting rod 6 and horizontal stand 7, and described template 5 is by diapire
The U-shape structure of 5a and sidewall 5b composition, in template 5 is stretched in described vertical supporting rod 6 one end and by extensible member 8 and stencil sidewalls 5b
Connecting, vertical supporting rod 6 other end stretches out template 5 the second lift cylinder 9 that is outer and that arrange bottom horizontal stand 7 and is connected, described water
Flat support 7 top is connected with the first lift cylinder 3, is risen or fallen by the second lift cylinder 9 Control architecture 5, by flexible
The sidewall 5b horizontal direction shift position of part 8 Control architecture 5, it is simple to pouring practice.
In the present embodiment, described main backstop 1 is truss structure, simple in construction, and intensity is high, and support effect is good.
In the present embodiment, the both sides sidewall 5b of described template 5 is connected by moveable hinge 10 with diapire 5a respectively, it is achieved sidewall
The horizontal direction of 5b moves, it is simple to operation.
In the present embodiment, described vertical supporting rod 6 is positioned at the both sides, one end of template 5 and is respectively arranged with extensible member 8, and is positioned at
Symmetrically, the vertical supporting rod 6 of the present embodiment is respectively provided on two sides with two extensible members 8, position to the extensible member 8 of vertical supporting rod 6 both sides
Arrange in two extensible member intervals of vertical supporting rod 6 homonymy, to improve stability and the convenience of movement, easily facilitate manipulation.
In the present embodiment, described extensible member 8 is the telescopic cylinder being inclined on vertical supporting rod 6, this telescopic cylinder
Piston rod is fixing with stencil sidewalls 5b to be connected, to realize being adjusted the horizontal direction position of the sidewall 5b of template 5.
In the present embodiment, the inclined angle alpha between described telescopic cylinder and vertical supporting rod 6 is 55～65 degree, the present embodiment
Inclined angle alpha between telescopic cylinder and vertical supporting rod 6 is 60 degree, in order to operation.
In the present embodiment, described horizontal stand 7 is horizontal truss structure, simple in construction, and intensity is high, and support effect is good；Institute
State the second lift cylinder 9 to be fixed on bottom the horizontal support beam 7a of horizontal stand 7, it is simple to install and fix.The template 5 of this enforcement can
Being set to three, three templates may be configured as different sizes, and three horizontal support beam 7a of horizontal stand 7 are respectively arranged with one
Individual second lift cylinder 9, three templates are connected with the second corresponding lift cylinder 9 respectively, use convenient, quick.
In the present embodiment, the height of described main backstop 1 is 3～12m so that it is disclosure satisfy that the construction demand in tunnel.
Finally illustrating, above example is only in order to illustrate the technical solution of the utility model and unrestricted, although ginseng
According to preferred embodiment, this utility model is described in detail, it will be understood by those within the art that, can be to this
The technical scheme of utility model is modified or equivalent, without deviating from objective and the model of technical solutions of the utility model
Enclosing, it all should be contained in the middle of right of the present utility model.
Claims (8)
1. ditch mould bases is surveyed in a self-propelled tunnel, it is characterised in that: include moveable main backstop and along the most liftable
The template assembly being arranged on main backstop, described main backstop top side is provided with laterally hanging for connection mode board component
Arm, described horizontal cantilever is provided with the first lift cylinder for the lifting of Control architecture assembly, sets bottom described main backstop
Being equipped with road wheel, described template assembly includes template, vertical supporting rod and horizontal stand, and described template is for be made up of diapire and sidewall
U-shape structure, described vertical supporting rod one end stretches in template and passes through extensible member and be connected with stencil sidewalls, the vertical supporting rod other end
Stretch out template the second lift cylinder that is outer and that arrange bottom horizontal stand to be connected, described horizontal stand top and the first lift cylinder
Connect.
Ditch mould bases is surveyed in self-propelled tunnel the most according to claim 1, it is characterised in that: described main backstop is truss knot
Structure.
Ditch mould bases is surveyed in self-propelled tunnel the most according to claim 1, it is characterised in that: the both sides sidewall of described template is respectively
It is connected by moveable hinge with diapire.
Ditch mould bases is surveyed in self-propelled tunnel the most according to claim 3, it is characterised in that: described vertical supporting rod is positioned at template
Both sides, one end be respectively arranged with extensible member, and the extensible member being positioned at vertical supporting rod both sides is symmetrical.
Ditch mould bases is surveyed in self-propelled tunnel the most according to claim 4, it is characterised in that: described extensible member is for being inclined at
Telescopic cylinder on vertical supporting rod, the piston rod of this telescopic cylinder is fixing with stencil sidewalls to be connected.
Ditch mould bases is surveyed in self-propelled tunnel the most according to claim 5, it is characterised in that: described telescopic cylinder and vertical supporting rod
Between inclined angle alpha be 55～65 degree.
Ditch mould bases is surveyed in self-propelled tunnel the most according to claim 1, it is characterised in that: described horizontal stand is horizontal truss
Structure, described second lift cylinder is fixed on bottom the horizontal support beam of horizontal stand.
Ditch mould bases is surveyed in self-propelled tunnel the most according to claim 1, it is characterised in that: the height of described main backstop is 3
～12m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620881442.6U CN205840892U (en) | 2016-08-15 | 2016-08-15 | Ditch mould bases is surveyed in self-propelled tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620881442.6U CN205840892U (en) | 2016-08-15 | 2016-08-15 | Ditch mould bases is surveyed in self-propelled tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205840892U true CN205840892U (en) | 2016-12-28 |
Family
ID=57617136
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620881442.6U Expired - Fee Related CN205840892U (en) | 2016-08-15 | 2016-08-15 | Ditch mould bases is surveyed in self-propelled tunnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205840892U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736415A (en) * | 2019-01-09 | 2019-05-10 | 江西赣粤高速公路工程有限责任公司 | A kind of pulley yoke and its technique improving bright gutter construction efficiency |
-
2016
- 2016-08-15 CN CN201620881442.6U patent/CN205840892U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736415A (en) * | 2019-01-09 | 2019-05-10 | 江西赣粤高速公路工程有限责任公司 | A kind of pulley yoke and its technique improving bright gutter construction efficiency |
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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: 20161228 Termination date: 20180815 |