CN206844127U - A kind of steep side slope forced action type drawing-die - Google Patents
A kind of steep side slope forced action type drawing-die Download PDFInfo
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- CN206844127U CN206844127U CN201720456405.5U CN201720456405U CN206844127U CN 206844127 U CN206844127 U CN 206844127U CN 201720456405 U CN201720456405 U CN 201720456405U CN 206844127 U CN206844127 U CN 206844127U
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- action type
- forced action
- side slope
- steep side
- die
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Abstract
A kind of steep side slope forced action type drawing-die includes the forced action type guide rail being located on steep side slope, and roller is embedded in the groove of forced action type guide rail, and roller is connected on movable block by rotating shaft, and template is connected on movable block by connecting rod；Hydraulic jack housing is fixed in template, clutch end and steel strand wires connect.Originally it is practical to be used in steep side slope concreting process, it can ensure that it is tight that template and first pouring concrete overlap by adjusting the fastening screw of tie rod, prevent occurring spillage, faulting of slab ends phenomenon in rear pouring concrete casting process.Forced action type drawing-die width can carry out flexible modulation according to side slope strip width, and the parts of device be able to can repeat to be used in turn at any time by carrying out adjustment or replacing after disassembling bolts.
Description
Technical field
A kind of forced action type die drawing device is the utility model is related to, particularly a kind of steep side slope forced action type drawing-die.
Background technology
In the construction of side slope lining concrete, especially steep side slope position, because slope is than big, conventional weight formula drawing-die without
Method meets concrete lateral pressure needs, and the another reinforcement measure that increases then assembles and disassembles influence efficiency of construction, while hoist engine hoisting difficulty is big,
Footprint demand is big, and deployment cost is high.
The content of the invention
Technical problem to be solved in the utility model is to provide a kind of steep side slope forced action type drawing-die, meets steep side slope
Concreting needs, and forced action type drawing-die can ensure that template and first pouring concrete overlap joint are tight, effective mortar leakage prevention, faulting of slab ends etc.
Concrete defect, it is ensured that concrete pouring quality.Simultaneously with hydraulic jack substitute hoist engine, reduce installation, remove difficulty and
Input cost.
In order to solve the above technical problems, technical scheme is used by the utility model：A kind of steep side slope forced action type is drawn
Mould includes the forced action type guide rail being located on steep side slope, and roller is embedded in the groove of forced action type guide rail, and roller is connected in by rotating shaft
On movable block, template is connected on movable block by connecting rod；
Hydraulic jack housing is fixed in template, clutch end and steel strand wires connect.
Further, described device comprises at least two rollers, and each pair of rollers answers a movable block, one of mobile
An operating platform is connected on block, connects a support bar on another movable block, support bar is connected with operating platform.
Further, described device also includes platform of wiping one's face, and platform of wiping one's face is connected in connecting rod by straight-bar of transferring.
Further, described device also include be located at embedded bar termination section peace nut, section peace nut by tie rod with
Forced action type guide rail connects.
Further, being connected between two rollers by bracing piece, bracing piece is provided with open slot towards forced action type rail-sides,
More springs are set in open slot, electromagnet is located on base, and base is connected with spring.
The utility model has the advantages that the device template system is connected with forced action type guide rail by roller it is integral, by force
Standard guide rail is connected on domatic anchor pole fixed by tie rod.Steel is shunk using the hydraulic jack being fixed on template system
Twisted wire carrys out climbing shuttering.In concreting process, it can ensure template by adjusting the fastening screw of tie rod and first pour coagulation
Soil overlap joint is tight, prevents occurring spillage, faulting of slab ends phenomenon in rear pouring concrete casting process, and section peace nut hole can be lifted in template
Afterwards, completed in repairing on platform of wiping one's face.Forced action type drawing-die width can carry out flexible modulation, hydraulic jack according to side slope strip width
Top can avoid using lifting appliance by being manually mounted directly.Meanwhile steep side slope forced action type drawing-die is repeated and is used in turn.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and examples：
Fig. 1 is the utility model steep side slope forced action type drawing-die sectional schematic diagram.
Fig. 2 is the connection diagram of roller and movable block.
Fig. 3 is bracing piece structural representation.
In figure：Section peace nut 1, tie rod 2, forced action type guide rail 3, template 4, hydraulic jack 5, steel strand wires 6, roller 7, wipe one's face
Platform 8, operating platform 9, movable block 10, connecting rod 12, switching straight-bar 13, support bar 14, bracing piece 15, open slot 16, spring
17th, electromagnet 18, base 19, embedded bar 20.
Embodiment
In Fig. 1,2, a kind of steep side slope forced action type drawing-die includes the forced action type guide rail 3 being located on steep side slope, roller 7
In the groove of embedded forced action type guide rail 3, roller 7 is connected on movable block 10 by rotating shaft, and template 4 is connected to shifting by connecting rod 12
On motion block 10；
The housing of hydraulic jack 5 is fixed in template 4, clutch end and steel strand wires 6 connect.
Preferably, a kind of steep side slope forced action type drawing-die also includes platform 8 of wiping one's face, and platform 8 of wiping one's face passes through straight-bar 13 of transferring
It is connected in connecting rod 12, operating personnel are being wiped one's face on platform 8, and concrete surface can be wiped one's face.
Preferably, a kind of steep side slope forced action type drawing-die also includes the section peace nut 1 for being located at the termination of embedded bar 20, section peace
Nut 1 is connected by tie rod 2 with forced action type guide rail 3, by tie rod 2 with section peace nut 1 forced action type guide rail 3 can be fixed on it is pre-
Bury the termination of reinforcing bar 20, during installation, can by adjust the length of tie rod 2 control forced action type guide rail 3 and steep side slope away from
From.
Preferably, a kind of steep side slope forced action type drawing-die comprises at least two rollers 7, the corresponding movement of each roller 7
Block 10, an operating platform 9 is connected on one of movable block 10, a support bar 14, branch are connected on another movable block 10
Strut 14 is connected with operating platform 9, and operating platform 9 is supported using support bar 14, and during concreting, operating personnel exist
Operated on operating platform 9.
Preferably, as in Fig. 3, connected between two rollers 7 by bracing piece 15, bracing piece 15 is towards forced action type rail-sides
Provided with open slot 16, more springs 17 are set in open slot 16, electromagnet 18 is located on base 19, and base 19 is connected with spring 17,
During work, after the utility model moves into place, electromagnet 18 is powered and is allowed to produce magnetic force, is deformed spring 17, electricity
Absorption is on forced action type guide rail 3 after magnet 18 is powered, and to prevent roller 7 from moving, after electromagnet 18 powers off, spring 17 resets,
Electromagnet 18 is set to leave forced action type guide rail 3, to facilitate roller 7 to move.
Operation principle：
1st, array pitch arranges anchor pole on domatic between being spaced necessarily on steep side slope（Embedded bar 20）, section is pacified into nut 1
With anchor pole firm welding, it is ensured that consistent with slope structure line at the top of section peace nut.
2nd, installation form 4 and roller 7 is installed in template 4, template 4 is reinforced using anchor pole and side form temporary support.
3rd, the forced action type guide rail 3 of casting area and adjacent position in storehouse is treated in installation, using tie rod 2 by forced action type guide rail 3 and anchor pole
Connection, roller 7 is embedded in the groove of forced action type guide rail 3, template 4 can be slided by roller 7 along forced action type guide rail direction.By steel
The one end of twisted wire 6 is fixed on the fixed pivot of top of the slope, and the other end passes through the hydraulic jack 5 being fixed in template 4.
4th, during side slope concreting, after the lifting condition of template 4 is met, steel strand wires are shunk by hydraulic jack 5,
Realize the lifting of template 4.Forced action type guide rail 3 is used in turn as the rising of template 4 is with tearing open with dress.Operating personnel wipe one's face it is flat
The assembly and disassembly operation of forced action type guide rail is carried out on platform and operating platform.
5th, in casting process, due to the extruding of concrete, certain seam may be produced between template 4 and first pouring concrete
Gap and cause spillage, can be handled by further tightening the fastening bolt of tie rod 2.
6th, the parts of side slope forced action type die drawing device can be at any time by carrying out adjustment or replacing after disassembling bolts, can weight
It is used in turn again.
Claims (5)
1. a kind of steep side slope forced action type drawing-die, it is characterized in that：The steep side slope forced action type drawing-die includes being located at steep side slope
On forced action type guide rail, roller insertion forced action type guide rail groove in, roller is connected on movable block by rotating shaft, and template passes through company
Extension bar is connected on movable block；
Hydraulic jack housing is fixed in template, clutch end and steel strand wires connect.
A kind of 2. steep side slope forced action type drawing-die according to claim 1, it is characterised in that：The steep side slope forced action type
Drawing-die comprises at least two rollers, and each pair of rollers answers a movable block, an operating platform is connected on one of movable block,
A support bar is connected on another movable block, support bar is connected with operating platform.
A kind of 3. steep side slope forced action type drawing-die according to claim 1, it is characterised in that：The steep side slope forced action type
Drawing-die also includes platform of wiping one's face, and platform of wiping one's face is connected in connecting rod by straight-bar of transferring.
A kind of 4. steep side slope forced action type drawing-die according to claim 1, it is characterised in that：The steep side slope forced action type
Drawing-die also includes the section peace nut for being located at embedded bar termination, and section peace nut is connected by tie rod with forced action type guide rail.
A kind of 5. steep side slope forced action type drawing-die according to claim 2, it is characterised in that：By adding between two rollers
Strong bar connection, bracing piece are provided with open slot towards forced action type rail-sides, more springs are set in open slot, and electromagnet is located at base
On, base is connected with spring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720456405.5U CN206844127U (en) | 2017-04-27 | 2017-04-27 | A kind of steep side slope forced action type drawing-die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720456405.5U CN206844127U (en) | 2017-04-27 | 2017-04-27 | A kind of steep side slope forced action type drawing-die |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206844127U true CN206844127U (en) | 2018-01-05 |
Family
ID=60794334
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720456405.5U Active CN206844127U (en) | 2017-04-27 | 2017-04-27 | A kind of steep side slope forced action type drawing-die |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206844127U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083149A (en) * | 2018-07-19 | 2018-12-25 | 中铁六局集团有限公司 | A kind of concreting mould bases for high slope large span side slope |
| CN110700290A (en) * | 2019-10-23 | 2020-01-17 | 重庆工商职业学院 | Construction device and construction method for protecting high slope concrete of building |
-
2017
- 2017-04-27 CN CN201720456405.5U patent/CN206844127U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083149A (en) * | 2018-07-19 | 2018-12-25 | 中铁六局集团有限公司 | A kind of concreting mould bases for high slope large span side slope |
| CN109083149B (en) * | 2018-07-19 | 2023-08-04 | 中铁六局集团有限公司 | A concrete placement die carrier for high slope large-span side slope |
| CN110700290A (en) * | 2019-10-23 | 2020-01-17 | 重庆工商职业学院 | Construction device and construction method for protecting high slope concrete of building |
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