CN106087670A - Linear variable concrete blinding - Google Patents
Linear variable concrete blinding Download PDFInfo
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- CN106087670A CN106087670A CN201610599159.9A CN201610599159A CN106087670A CN 106087670 A CN106087670 A CN 106087670A CN 201610599159 A CN201610599159 A CN 201610599159A CN 106087670 A CN106087670 A CN 106087670A
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- Prior art keywords
- liner plate
- vierendeel girder
- linear variable
- concrete blinding
- radian adjusting
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/50—Removable forms or shutterings for road-building purposes; Devices or arrangements for forming individual paving elements, e.g. kerbs, in situ
- E01C19/502—Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes
- E01C19/506—Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes for kerbs, gutters or similar structures, e.g. raised portions, median barriers
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of linear variable concrete blinding, belong to Highway Construction Machinery technical field.Including upper and lower two pairs of Vierendeel girders, it is positioned at a pair liner plate inside two pairs of Vierendeel girders, is respectively arranged on two pairs of anchor spikes at Vierendeel girder two ends, be located at every pair of transverse connecting rod to anchor spike upper end, connect Vierendeel girder and four groups of radian adjusting levers of liner plate；Liner plate is for having resilient entirety or splicing construction, and the liner plate of splicing construction is spliced by loose joint mode by polylith split liner plate；Vierendeel girder is light hollow tubular structure, and the upper and lower end of anchor spike stretches out the upper and lower end of liner plate, detachable between anchor spike with transverse connecting rod is connected.The present invention can easily adjust linear, splicing convenience, the light weight of construction xoncrete structure, and intensity is high, and installation rate is fast, it is unlikely to deform and collapses mould, convenient disassembly etc., can be used for the construction of kerbstone in highway engineering, ditch, barricade, particularly mountain area curved many, the construction of curved anxious highway kerbstone etc..
Description
Technical field
The present invention relates to a kind of concrete blinding, a kind of can adapt to the linear of difformity engineering construction requirement
Variable concrete blinding, belongs to construction of the highway equipment technology field.
Background technology
At present, in highway engineering ditch, kerbstone, barricade casting process in use conventional punching block, but conventional punching block is deposited
In the splicing difficulty such as template arc or S-shaped and linear presentation quality is poor, modular unit splicing trouble, frame mould speed are slow and artificial
Expend big, material and design is heavy and transport difficult, needs are more lateral support and be easily deformed, the most wayward, spell
Connecing place's presentation quality series of problems such as poor grade, be unfavorable for that the quality assurance of engineering construction and efficiency improve, engineering adaptability is poor.
Summary of the invention
The technical problem to be solved in the present invention is the deficiency for prior art, it is provided that a kind of laterally radian and shape can
Tune, longitudinally sliceable, the linear variable concrete blinding of strong adaptability, light quality, for highway ditch, kerbstone, barricade
Deng construction, be effectively improved speed of application and construction quality.
To solve the technical problem that for above-mentioned, the present invention provides a kind of linear variable concrete blinding, including upper and lower two
To Vierendeel girder 1, it is positioned at a pair liner plate 2 inside two pairs of Vierendeel girders 1, is respectively arranged on two pairs of anchor spikes 4 at Vierendeel girder 1 two ends, if
In every pair of transverse connecting rod 5 to anchor spike 4 upper end, connect Vierendeel girder 1 and four groups of radian adjusting levers 3 of liner plate 2；Liner plate 2 is
Has resilient rectangular thin plate；Fix by conventional methods between Vierendeel girder 1 end and anchor spike 4；Anchor spike 4 upper and lower end is stretched
Go out the upper and lower end of liner plate 2；It is connected by dismountable connected structure between anchor spike 4 with transverse connecting rod 5, inside anchor spike 4
If slot, transverse connecting rod 5 termination set plug, and can arrange and lock mechanism's (such as latch, jump ring etc.)；Radian adjusting lever 3 is positioned at
Hinge, the body of rod and Vierendeel girder outside 2 liang of outsides of liner plate, upper and lower each one group of every side, the end of every radian adjusting lever 3 and liner plate 2
1 is threaded, controls the linear of liner plate 2 and radian by radian adjusting lever 3.
Two pairs of anchor spikes 4 are located at Vierendeel girder 1 two ends, and totally 4, its lower end is used for inserting construction point ground, lateral stability mould
Plate.Connection between Vierendeel girder 1 end and anchor spike 4 is fixing can use screw sleeve to fix, screw is fixed, be welded and fixed etc. often
Rule mode.Transverse connecting rod 5 is for the width of fixed form.Liner plate 2 can be metal, polyurethane, polyethylene board etc., possesses elasticity
Make it can be adjusted to arc etc. by tension and compression；The body of rod of radian adjusting lever 3 is threadeded with Vierendeel girder 1, can pass through screw thread spiral shell
Bar mode relative motion and tension and compression liner plate 2, thus regulate and control the linear of liner plate 2 and radian；According to the needs of practice of construction, can
It is in line with regulation liner plate, semicircular arc, the shape such as " S " type.The junction of anchor spike 4 and lateral connection thick stick 5 can arrange and lock
Mechanism's (such as horizontal latch).
Described liner plate 2 has elastic deformability for having resilient entirety or splicing construction, i.e. liner plate 2, adjusts at radian
Elastic deformation can be produced under the effect of whole bar 3, thus change radian；The liner plate 2 of splicing construction is by many tile heights and thickness phase
With split liner plate be spliced by loose joint mode (as detachable hinged etc.), can stretch according to engineering height and radian
Be actually needed and determine split liner plate quantity and length, the unit length of each template is generally 2～6m.
As preferably, described whole lining 2 high 20～40cm, long by 2～6m, thick 5～8mm, split liner plate high 20～40cm,
Long by 0.2～2m, thickness 5～8mm, determines with specific reference to being actually needed.According to the needs of practice of construction, the length of split liner plate is permissible
Identical or different, to adapt to the needs of liner plate 2 radian change, it is ensured that the entire length of this template is constant.Liner plate uses ultra-thin knot
Structure, to alleviate template total quality (quality can descend to less than 0.5 times of ordinary steel template under same length)；General and
Speech, according to actual requirement of engineering, two-layer block liner plate can be combined splicing in short transverse and reaches 40～80cm, and the combination of polylith liner plate is spelled
Highly can reach more than 2m after connecing, thus be suitable for the needs of big height arc concrete cast.
One termination of described Vierendeel girder 1 is provided with splicing socket, another termination and is provided with plug, and can arrange and lock mechanism (e.g.,
If laterally latch), for the splicing between template and template, adapt to engineering construction needs, be stitched together convenient and swift.
Described often group radian adjusting lever includes the many radian adjusting levers 3 that parallel equidistant is distributed in the horizontal direction, specifically counts
Amount determines according to actual needs.
As preferably, the level interval of described radian adjusting lever 3 is 0.5～2m, determines with specific reference to being actually needed.
The tail end of described radian adjusting lever 3 is with adjusting handle 6, it is simple to rotate the operation of regulation.
Described Vierendeel girder 1 is light hollow tubular structure, such as the metal pipe material such as aluminium alloy, rustless steel (according to actual needs
Select sheet material), to alleviate the weight of whole template.
Described transverse connecting rod 5 is length-adjustable telescopic hollow tubular structures, is made up of outer tube sleeve inner tube, on outer tube
It is provided with the housing screw structure of fixing inner tube.Stretching by inner tube, adjusts the width of template, adapts to the needs of engineering construction.
May be used without the transverse connecting rod 5 of different length, meet the needs of Practical Project construction.
Described Vierendeel girder 1 length direction (longitudinally) optional position can be whole to strengthen according to stably needing to increase anchor spike 4
The stability of template.Electric drill can be used to be fixed and remove.
When the present invention uses, connect the anchor spike 4 at template two ends by transverse connecting rod 5 and lock, according to need with latch 7
Concrete to be poured into a mould requires to adjust the length of transverse connecting rod 5, the distance between side plate 2 thus fixed frame is set a roof beam in place in 1, and
Anchor spike 4 lower end is inserted construction ground whole template fixed, then make liner plate 2 form institute by regulation radian adjusting lever 3
The shape of concrete need to be poured into a mould, can pour into a mould.During dismounting template, only need to extract latch transverse connecting rod 5 is connected with surely
Determine stake 4 to separate, then anchor spike 4 is extracted from construction ground.When one template length is inadequate, can be set a roof beam in place by its end frame
Splicing socket on 1 and plug splicing, and lock by locking mechanism, easy to use.Owing to using radian adjusting lever 3 right
Elastic lining plate 2 carries out tension and compression and changes its radian, thus can the most arbitrarily regulate, and can ensure that linear
Degree, thus it is greatly improved template to the adaptability of construction requirement and the presentation quality of moulding by casting concrete.
The present invention uses framework to add the combinative structure of liner plate, has stability preferable, and height-adjustable, lateral support is relatively
Few, assembled speed is fast, the advantages such as simple to operation, labor intensive is few, presentation quality is good, compared with conventional mould: quality lowers
50%, cost savings 30%, splicing efficiency improves 2～3 times, and removal efficiency improves 1.5～2 times, and access times improve more than 2 times,
Maintenance cost savings 30%.
Accompanying drawing explanation
Fig. 1 is schematic front view of the present invention.
Fig. 2 is schematic top plan view of the present invention.
Fig. 3 is that liner plate of the present invention is in without schematic side view under radian state.
Fig. 4 is embodiment of the present invention lateral connection thick stick and stabiliser bar attachment structure schematic diagram.
Fig. 5 is two blocks of split liner plates of the embodiment of the present invention detachable hinged splicing position partial schematic diagram.
In figure, 1-Vierendeel girder, 2-liner plate, 3-radian adjusting lever, 4-anchor spike, 5-lateral connection thick stick, 6-adjusts handle, 7-
Latch.
Detailed description of the invention
Below in conjunction with the accompanying drawings, the detailed description of the invention of the present invention is described in further detail.
Embodiment 1: as Figure 1-5, this linear variable concrete blinding includes upper and lower two pairs of Vierendeel girders 1, is positioned at two right
A pair liner plate 2 inside Vierendeel girder 1, is respectively arranged on two pairs of anchor spikes 4 at Vierendeel girder 1 two ends, is located at every pair to anchor spike 4 upper end
Lateral connection thick stick 5, connect Vierendeel girder 1 and four groups of radian adjusting levers 3 of liner plate 2；Liner plate 2 is for having resilient rectangular thin plate
(there is elastic deformability)；Fix by conventional methods between Vierendeel girder 1 end and anchor spike 4；Anchor spike 4 upper and lower end is stretched
Go out the upper and lower end of liner plate 2；It is connected by dismountable connected structure between anchor spike 4 with lateral connection thick stick 5, inside anchor spike 4
If slot, lateral connection thick stick 5 termination set plug, and it is equipped with latch and locks mechanism's (latch 7)；Radian adjusting lever 3 is positioned at liner plate 2
Outside two, upper and lower each one group of every side, hinge, the body of rod and Vierendeel girder 1 screw thread outside the end of every radian adjusting lever 3 and liner plate 2
Connect, control the linear of liner plate 2 and radian by radian adjusting lever 3.
Two pairs of anchor spikes 4 are located at Vierendeel girder 1 two ends, and totally 4, its lower end is used for inserting construction point ground, lateral stability mould
Plate.Connection between Vierendeel girder 1 end and anchor spike 4 is fixing uses screw sleeve fixed form, and Vierendeel girder height can regulate.
Transverse connecting rod 5 is for the width of fixed form.Liner plate 2 uses the sheet metal with elastic deformation function, can pass through tension and compression
Produce elastic deformation and be adjusted to arc etc.；The body of rod of radian adjusting lever 3 is threadeded with Vierendeel girder 1, by thread screw side
Formula relative motion and tension and compression liner plate 2, thus regulate and control the linear of liner plate 2 and radian.Anchor spike 4 and the company of lateral connection thick stick 5
The place of connecing is equipped with latch and locks mechanism.
Liner plate 2 is splicing construction, equivalently-sized and have resilient split liner plate and pass through along longitudinally (length direction) by 2 pieces
Loose joint mode (detachable hinged) is spliced, the long 4m of whole template, high 20cm, split liner plate height 20cm, long 2m, thick 5mm.
Often group radian adjusting lever includes 7 radian adjusting levers 3 that parallel equidistant is distributed in the horizontal direction；Between the level of radian adjusting lever 3
Away from for 0.6m；The tail end of radian adjusting lever 3 is with adjusting handle 6.
One termination of Vierendeel girder 1 is provided with splicing socket, another termination and is provided with plug, and is equipped with latch and locks mechanism, uses
Mutual splicing between template and template.Vierendeel girder 1 and anchor spike 4 are rustless steel light hollow tubular structure.Lateral connection
Thick stick 5 is length-adjustable telescopic rustless steel hollow tubular structures, is made up of outer tube sleeve inner tube, and outer tube is provided with fixing inner tube
Housing screw structure.Stretching by inner tube, adjusts the width of template.
Embodiment 2: as Figure 1-5, this linear variable concrete blinding includes upper and lower two pairs of Vierendeel girders 1, is positioned at two right
A pair liner plate 2 inside Vierendeel girder 1, is respectively arranged on two pairs of anchor spikes 4 at Vierendeel girder 1 two ends, is located at every pair to anchor spike 4 upper end
Lateral connection thick stick 5, connect Vierendeel girder 1 and four groups of radian adjusting levers 3 of liner plate 2；Liner plate 2 is for having resilient rectangular thin plate
(there is elastic deformability)；Fix by conventional methods between Vierendeel girder 1 end and anchor spike 4；Anchor spike 4 upper and lower end is stretched
Go out the upper and lower end of liner plate 2；It is connected by dismountable connected structure between anchor spike 4 with lateral connection thick stick 5, inside anchor spike 4
If slot, lateral connection thick stick 5 termination set plug, and it is equipped with latch and locks mechanism's (latch 7)；Radian adjusting lever 3 is positioned at liner plate 2
Outside two, upper and lower each one group of every side, hinge, the body of rod and Vierendeel girder 1 screw thread outside the end of every radian adjusting lever 3 and liner plate 2
Connect, control the linear of liner plate 2 and radian by radian adjusting lever 3.
Two pairs of anchor spikes 4 are located at Vierendeel girder 1 two ends, and totally 4, its lower end is used for inserting construction point ground, lateral stability mould
Plate.Connection between Vierendeel girder 1 end and anchor spike 4 is fixing uses screw sleeve to fix.Transverse connecting rod 5 is for fixed form
Width.Liner plate 2 uses the polyurethane sheet with elastic deformation function, can produce elastic deformation by tension and compression and be adjusted to arc
Shape etc.；The body of rod of radian adjusting lever 3 is threadeded with Vierendeel girder 1, the tension and compression liner plate 2 by thread screw mode relative motion,
Thus regulate and control the linear of liner plate 2 and radian.The junction of anchor spike 4 and lateral connection thick stick 5 is equipped with latch and locks mechanism.
Liner plate 2 is splicing construction, equivalently-sized and have resilient split liner plate and pass through along longitudinally (length direction) by 3 pieces
Loose joint mode (detachable hinged) is spliced, the long 6m of whole template, high 40cm, split liner plate height 40cm, long 2m, thick 8mm.
Often group radian adjusting lever includes 5 radian adjusting levers 3 that parallel equidistant is distributed in the horizontal direction；Between the level of radian adjusting lever 3
Away from for 1m；The tail end of radian adjusting lever 3 is with adjusting handle 6.
One termination of Vierendeel girder 1 is provided with splicing socket, another termination and is provided with plug, and is equipped with latch and locks mechanism, uses
Mutual splicing between template and template.Vierendeel girder 1 and anchor spike 4 are light hollow steel-tube construction.Lateral connection thick stick 5 is for long
Spending adjustable telescopic hollow steel pipe structure, be made up of outer tube sleeve inner tube, outer tube is provided with the housing screw structure of fixing inner tube.
Stretching by inner tube, adjusts the width of template.
Embodiment 3: as Figure 1-5, this linear variable concrete blinding includes upper and lower two pairs of Vierendeel girders 1, is positioned at two right
A pair liner plate 2 inside Vierendeel girder 1, is respectively arranged on two pairs of anchor spikes 4 at Vierendeel girder 1 two ends, is located at every pair to anchor spike 4 upper end
Lateral connection thick stick 5, connect Vierendeel girder 1 and four groups of radian adjusting levers 3 of liner plate 2；Liner plate 2 is for having resilient rectangular thin plate
(there is elastic deformability)；Fix by conventional methods between Vierendeel girder 1 end and anchor spike 4；Anchor spike 4 upper and lower end is stretched
Go out the upper and lower end of liner plate 2；It is connected by dismountable connected structure between anchor spike 4 with lateral connection thick stick 5, inside anchor spike 4
If slot, lateral connection thick stick 5 termination set plug, and it is equipped with jump ring and locks mechanism and (set on plug and set card in jump ring, socket sidewalls
Spring mouth)；Radian adjusting lever 3 is positioned at 2 liang of outsides of liner plate, upper and lower each one group of every side, the end of every radian adjusting lever 3 and liner plate 2
Outside is hinged, the body of rod is threadeded with Vierendeel girder 1, controls the linear of liner plate 2 and radian by radian adjusting lever 3.
Two pairs of anchor spikes 4 are located at Vierendeel girder 1 two ends, and totally 4, its lower end is used for inserting construction point ground, lateral stability mould
Plate.Connection between Vierendeel girder 1 end and anchor spike 4 is fixing uses bolt fixed mode.Transverse connecting rod 5 is for fixed form
Width.Liner plate 2 is the polyethylene board using and having elastic deformation function, can produce elastic deformation by tension and compression and be adjusted to
Arc etc.；The body of rod of radian adjusting lever 3 is threadeded with Vierendeel girder 1, the tension and compression liner plate by thread screw mode relative motion
2, thus regulate and control the linear of liner plate 2 and radian.The junction of anchor spike 4 and lateral connection thick stick 5 is equipped with latch and locks machine
Structure.
Liner plate 2 is splicing construction, equivalently-sized and have resilient split liner plate and pass through along longitudinally (length direction) by 4 pieces
Loose joint mode (detachable hinged) is spliced, the long 2m of whole template, high 30cm, split liner plate height 30cm, long 0.5m, thickness
6mm.Often group radian adjusting lever includes 4 radian adjusting levers 3 that parallel equidistant is distributed in the horizontal direction；The water of radian adjusting lever 3
Flat spacing is 1m；The tail end of radian adjusting lever 3 is with adjusting handle 6.
One termination of Vierendeel girder 1 is provided with splicing socket, another termination and is provided with plug, and is equipped with jump ring and locks mechanism and (spell
Set bayonet socket on plug receptacle tube wall, plug set jump ring corresponding with the bayonet socket on splicing socket tube wall), for template and template it
Between mutual splicing.Vierendeel girder 1 and anchor spike 4 are aluminium alloy light hollow tubular structure.Lateral connection thick stick 5 is length-adjustable
Telescopic type aluminium alloy hollow tubular structure, is made up of outer tube sleeve inner tube, and outer tube is provided with the housing screw structure of fixing inner tube.Logical
Cross the flexible of inner tube, adjust the width of template.
Embodiment 4: as Figure 1-5, the structure of this linear variable concrete blinding is same as in Example 1, and liner plate 2 is for spelling
Access node structure, identical with thickness by 4 tile heights and have resilient split liner plate (can by loose joint mode along longitudinally (length direction)
Dismountable bolt connects) it is spliced, the long 4m of whole template, high 20cm, every piece of split liner plate height 20cm, thick 5mm, middle two
Two pieces of long 0.2m of split liner plate on the long 1.8m of block split liner plate, limit.Often group radian adjusting lever include 5 the most parallel
The radian adjusting lever 3 being equally spaced；The level interval of radian adjusting lever 3 is 0.95m；The tail end of radian adjusting lever 3 is with adjustment
Handle 6.
Embodiment 5: as Figure 1-5, the structure of this linear variable concrete blinding is same as in Example 1, and liner plate 2 is for spelling
Access node structure, equivalently-sized and have resilient split liner plate and pass through loose joint side along longitudinally (length direction) and short transverse by 4 pieces
Formula (detachable bolt connection) is spliced, the long 2m of whole template, high 40cm, every piece of split liner plate height 20cm, long 1m, thickness
5mm.Often group radian adjusting lever includes 5 radian adjusting levers 3 that parallel equidistant is distributed in the horizontal direction；The water of radian adjusting lever 3
Flat spacing is 0.5m；The tail end of radian adjusting lever 3 is with adjusting handle 6.
Embodiment 6: as Figure 1-4, the structure of this linear variable concrete blinding is same as in Example 1, and liner plate 2 is whole
Body structure, uses the overall sheet metal (high 20cm, long 2m, thick 5mm) with elastic deformation function, the long 2m of whole template, height
20cm.Often group radian adjusting lever includes the radian adjusting lever 3 (middle of 3 parallel equidistant distributions in the horizontal direction, spacing 1m
Each one of root, two ends)；The tail end of radian adjusting lever 3 is with adjusting handle 6.
Embodiment 7: as Figure 1-4, the structure of this linear variable concrete blinding is same as in Example 2, and liner plate 2 is whole
Body structure, uses the overall rubber slab (high 40cm, long 3m, thick 8mm) with elastic deformation function, the long 3m of whole template, height
40cm.Often group radian adjusting lever includes 5 parallel equidistant distributions in the horizontal direction, the radian adjusting levers 3 of spacing 0.5m；Radian is adjusted
The tail end of whole bar 3 is with adjusting handle 6.Connection between Vierendeel girder 1 end and anchor spike 4 is fixing uses welding manner.
Embodiment 8: as Figure 1-4, the structure of this linear variable concrete blinding is same as in Example 3, and liner plate 2 is whole
Body structure, uses the thin alloy-steel plate of entirety (high 30cm, long 6m, thick 6mm) with elastic deformation function, the long 6m of whole template,
High 30cm.Often group radian adjusting lever includes the radian adjusting lever 3(middle 2 of 4 parallel equidistant distributions in the horizontal direction, spacing 2m
Each 1 of root, two ends)；The tail end of radian adjusting lever 3 is with adjusting handle 6.
Above in conjunction with accompanying drawing, the technology contents of the present invention is described, and only embodiment with regard to small cell is retouched
State, but not any to the present invention pro forma restriction of foregoing description, protection scope of the present invention is also not limited to described content,
In the ken that one skilled in the relevant art is possessed, it is also possible to this on the premise of without departing from present inventive concept
The technology contents of invention makes a variety of changes, all within the spirit and principles in the present invention, any amendment of being made, equivalent are replaced
Change, improvement etc., should be included within the scope of the present invention.
Claims (10)
1. a linear variable concrete blinding, it is characterised in that: include upper and lower two pairs of Vierendeel girders (1), be positioned at two pairs of Vierendeel girders
(1) a pair liner plate (2) of inner side, is respectively arranged on two pairs of anchor spikes (4) at Vierendeel girder (1) two ends, is located at every pair to anchor spike (4)
The transverse connecting rod (5) of upper end, connects Vierendeel girder (1) and four groups of radian adjusting levers (3) of liner plate (2)；Liner plate (2) is for having bullet
The rectangular thin plate of property；Fix by conventional methods between Vierendeel girder (1) end and anchor spike (4)；Anchor spike (4) upper and lower end is stretched
Go out the upper and lower end of liner plate (2)；It is connected by dismountable connected structure between anchor spike (4) with transverse connecting rod (5), stable
Stake (4) inner side sets slot, transverse connecting rod (5) termination sets plug, and can arrange and lock mechanism；Radian adjusting lever (3) is positioned at lining
Outside plate (2) two, upper and lower each one group of every side, the end of every radian adjusting lever (3) and liner plate (2) outside hinge, the body of rod and frame
Set a roof beam in place (1) threaded.
Linear variable concrete blinding the most according to claim 1, it is characterised in that: described liner plate (2) is for having elasticity
Entirety or splicing construction, the liner plate (2) of splicing construction by many tile heights split liner plate identical with thickness by loose joint mode
It is spliced.
Linear variable concrete blinding the most according to claim 2, it is characterised in that: described whole lining (2) high 20～
40cm, long by 2～6m, thickness 5～8mm, split liner plate high 20～40cm, long by 0.2～2m, thickness 5～8mm.
Linear variable concrete blinding the most according to claim 1, it is characterised in that: a termination of described Vierendeel girder (1)
It is provided with splicing socket, another termination and is provided with plug, and can arrange and lock mechanism.
Linear variable concrete blinding the most according to claim 1, it is characterised in that: described often group radian adjusting lever includes
The many radian adjusting levers (3) that parallel equidistant is distributed in the horizontal direction.
Linear variable concrete blinding the most according to claim 5, it is characterised in that: the water of described radian adjusting lever (3)
Flat spacing is 0.5～2m.
7. according to the linear variable concrete blinding described in claim 1,5 or 6, it is characterised in that: described radian adjusting lever (3)
Tail end with adjust handle (6).
Linear variable concrete blinding the most according to claim 1, it is characterised in that: described Vierendeel girder (1) is that lightweight is empty
Tubular structures.
Linear variable concrete blinding the most according to claim 1, it is characterised in that: described transverse connecting rod (5) is for long
Spending adjustable telescopic hollow tubular structures, be made up of outer tube sleeve inner tube, outer tube is provided with the housing screw structure of fixing inner tube.
Linear variable concrete blinding the most according to claim 1, it is characterised in that: described Vierendeel girder (1) length direction
Optional position can be according to stably needing increase anchor spike (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610599159.9A CN106087670B (en) | 2016-07-28 | 2016-07-28 | Linear variable concrete blinding |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610599159.9A CN106087670B (en) | 2016-07-28 | 2016-07-28 | Linear variable concrete blinding |
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| Publication Number | Publication Date |
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| CN106087670A true CN106087670A (en) | 2016-11-09 |
| CN106087670B CN106087670B (en) | 2018-10-02 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208437A (en) * | 2018-11-09 | 2019-01-15 | 石家庄辰启科技有限公司 | Deformable paver side template control device and paver |
| CN109930455A (en) * | 2019-04-30 | 2019-06-25 | 山西建设投资集团有限公司 | A kind of town road kerbstone mounting structure and constructing device and construction method |
| CN112482151A (en) * | 2020-11-18 | 2021-03-12 | 成果 | Concrete construction method for special-shaped pavement |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4066237A (en) * | 1976-09-16 | 1978-01-03 | Jack Bentz | Adjustable form stake assembly |
| FR2704260B1 (en) * | 1993-04-21 | 1995-07-21 | Ricard Coffrages | PROCESS FOR BENDING SHAPED WALLS, AND BENDABLE SHAPED WALLS USING THE SAME. |
| CN202430623U (en) * | 2012-01-04 | 2012-09-12 | 中铁十三局集团第五工程有限公司 | Simple road hardening template fixing device |
| CN103243905A (en) * | 2013-05-24 | 2013-08-14 | 黄河水利职业技术学院 | Variable diameter arc-shaped formwork |
| CN204940093U (en) * | 2015-08-24 | 2016-01-06 | 甘肃路桥建设集团有限公司 | Protective edge of road cast in place concrete form Simple reinforced device |
| CN204940092U (en) * | 2015-06-11 | 2016-01-06 | 张家口市第一建筑工程有限公司 | A kind of shaper being applied to road kerb, the construction of Lu Pingshi integral cast-in-situ |
| CN205893882U (en) * | 2016-07-28 | 2017-01-18 | 云南省公路科学技术研究院 | Linear variable concrete form |
-
2016
- 2016-07-28 CN CN201610599159.9A patent/CN106087670B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4066237A (en) * | 1976-09-16 | 1978-01-03 | Jack Bentz | Adjustable form stake assembly |
| FR2704260B1 (en) * | 1993-04-21 | 1995-07-21 | Ricard Coffrages | PROCESS FOR BENDING SHAPED WALLS, AND BENDABLE SHAPED WALLS USING THE SAME. |
| CN202430623U (en) * | 2012-01-04 | 2012-09-12 | 中铁十三局集团第五工程有限公司 | Simple road hardening template fixing device |
| CN103243905A (en) * | 2013-05-24 | 2013-08-14 | 黄河水利职业技术学院 | Variable diameter arc-shaped formwork |
| CN204940092U (en) * | 2015-06-11 | 2016-01-06 | 张家口市第一建筑工程有限公司 | A kind of shaper being applied to road kerb, the construction of Lu Pingshi integral cast-in-situ |
| CN204940093U (en) * | 2015-08-24 | 2016-01-06 | 甘肃路桥建设集团有限公司 | Protective edge of road cast in place concrete form Simple reinforced device |
| CN205893882U (en) * | 2016-07-28 | 2017-01-18 | 云南省公路科学技术研究院 | Linear variable concrete form |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208437A (en) * | 2018-11-09 | 2019-01-15 | 石家庄辰启科技有限公司 | Deformable paver side template control device and paver |
| CN109930455A (en) * | 2019-04-30 | 2019-06-25 | 山西建设投资集团有限公司 | A kind of town road kerbstone mounting structure and constructing device and construction method |
| CN112482151A (en) * | 2020-11-18 | 2021-03-12 | 成果 | Concrete construction method for special-shaped pavement |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106087670B (en) | 2018-10-02 |
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