CN206706580U - A kind of guardrail template for being easy to Fast Installation to dismantle - Google Patents
A kind of guardrail template for being easy to Fast Installation to dismantle Download PDFInfo
- Publication number
- CN206706580U CN206706580U CN201720409673.1U CN201720409673U CN206706580U CN 206706580 U CN206706580 U CN 206706580U CN 201720409673 U CN201720409673 U CN 201720409673U CN 206706580 U CN206706580 U CN 206706580U
- Authority
- CN
- China
- Prior art keywords
- load bar
- slide plate
- exterior sheathing
- template
- chute
- 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.)
- Active
Links
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
It the utility model is related to a kind of guardrail template for being easy to Fast Installation to dismantle, including inner template and exterior sheathing, inner template upper weld has connecting rod, the upper end of connecting rod is extended to above inner template top edge, the upper end of connecting rod and one end of a horizontally disposed load bar are welded, carry on a shoulder pole bar to be provided with along the longitudinal load bar chute of bar is carried on a shoulder pole, load bar chute is opened on the load bar other end；The suspension rod upwardly extended is fixedly installed at the top of exterior sheathing, suspension rod is interspersed in the load bar chute, and the upper end of suspension rod is arranged on backing plate at the top of load bar through one, and suspension rod upper end is spirally connected an exterior sheathing fixing nut for compressing backing plate.
Description
Technical field
It the utility model is related to bridge guardrail technical field of construction, and in particular to a kind of bridge guardrail pouring construction institute
Template.
Background technology
Important component of the anticollision barrier as bridge affiliated facility, it is to ensure that driving, the security protection of pedestrains safety
Structure.It is a kind of structural representation of guard rail shown in Fig. 1, guard rail 1 is cast in the outside of bridge flange plate 2.Pour protection
The template on column is generally made up of inner template, exterior sheathing, such as Chinese Patent Application No. 201410063307.6, entitled " outer-enwraped type
A kind of formwork structure disclosed in the patent application of crash barrier template ruggedized construction ", inner template are fixed on box beam flange plate,
Exterior sheathing is suspended on the outside of flange plate, is fixed between inside and outside template using split bolt bar.Because the linear needs of guard rail are with the wing
The outside LFM signal of listrium, the spacing of inner and outer template are also required to adjust, and need mobile handcart to sling outer side mold in installation process
Plate moves back and forth, and is directed at split bolt bar and boxes out assembly, and operating platform, artificial assistance need to be set up on the outside of flange plate during construction
Installation, operation is slow and increases the danger of work high above the ground.If project scale is larger, it will puts into substantial amounts of human and material resources, work
The journey engineering time is longer, increases construction cost.In addition, for outer-enwraped type guard rail, exterior sheathing bottom is provided with inside, upward folding
Side, flanging is resisted against flange plate bottom with mortar leakage prevention during installation.But in construction, its bottom unavoidably occurs flange plate
Linear Error, therefore still occur spillage unavoidably when pouring, influence guard rail presentation quality.
The content of the invention
The purpose of this utility model was essentially consisted in for the problem of guard rail model sheetinstallat is time-consuming in the prior art, was carried
For a kind of guardrail template for being easy to Fast Installation to dismantle.
The technical solution of the utility model is as follows：
A kind of guardrail template for being easy to Fast Installation to dismantle, including inner template and exterior sheathing, inner template are arranged on the bridge wing
It is fixedly connected on listrium and by flower basket bolt with the reserved steel bar on flange plate, the exterior sheathing is suspended on the outside of flange plate,
By being connected to pull bar between inner template and exterior sheathing, it is characterised in that：The inner template upper weld has connecting rod, the connection
The upper end of bar is extended to above inner template top edge, and the upper end of connecting rod and one end of a horizontally disposed load bar are welded, described
Carry on a shoulder pole bar to be provided with along the longitudinal load bar chute of bar is carried on a shoulder pole, the load bar chute is opened on the load bar other end；It is solid at the top of the exterior sheathing
Surely the suspension rod upwardly extended is provided with, the suspension rod is interspersed in the load bar chute, and the upper end of suspension rod is arranged on load through one
Backing plate at the top of bar, suspension rod upper end be spirally connected one by backing plate compress exterior sheathing fixing nut.
Further, multiple screws can be provided with along load bar chute both sides at the top of the load bar, suspension rod both sides are separately installed with
Limited block, the limited block are fixed by carrying on a shoulder pole the screw of bar chute both sides with bolt and load bar.
The utility model fixes exterior sheathing using the top load bar and the chute positioning of load bar of inner template, passes through in work progress
Mobile handcart sling outboard template move back and forth can by exterior sheathing fast positioning, mount and dismount template need not be in flange plate
Operating platform is set up in outside, is accelerated the model sheetinstallat time, is reduced the input of man-hour, machinery and other auxiliary equipments, carry simultaneously
The security of side construction is faced in high guard rail high-altitude；Spillage, template, only need to be by not slinging pull bar just in dismounting in casting process
Outboard template can be sling with mobile handcart, unloading process is convenient, and will not collide with anticollision barrier concrete, ensure that guard rail
Construction quality.
Brief description of the drawings
Fig. 1 is a kind of structural representation of guard rail；
Fig. 2 is a kind of side structure schematic view of embodiment of the utility model；
Fig. 3 is a kind of overlooking the structure diagram of embodiment of the utility model.
Embodiment
As shown in Figure 2 and Figure 3, the utility model includes inner template 3 and exterior sheathing 4, and inner template 3 is arranged on bridge flange plate 2
Above and by flower basket bolt 5 it is fixedly connected with the reserved steel bar 6 on flange plate, the exterior sheathing 4 is suspended on the outside of flange plate 2,
By being connected to pull bar 7 between inner template 3 and exterior sheathing 4, the upper weld of inner template 3 has connecting rod 8, the connecting rod 8
Upper end is extended to above inner template top edge, and the upper end of connecting rod 8 and one end of a horizontally disposed load bar 9 are welded, the load
Bar 9 is provided with the load bar chute 10 along load bar longitudinal direction, and the load bar chute 10 is opened on the load bar other end；The exterior sheathing 4 pushes up
Portion is fixedly installed the suspension rod 11 upwardly extended, and the suspension rod 11 is interspersed in the load bar chute 10, and the upper end of suspension rod 11 is worn
A backing plate 12 being arranged at the top of load bar is crossed, suspension rod upper end is spirally connected an exterior sheathing fixing nut 13 for compressing backing plate 12.
The utility model be provided with multiple screws 14 when it is implemented, the both sides of bar chute 10 can be carried on a shoulder pole on the top edge of load bar 9,
Suspension rod both sides are separately installed with limited block 15, and the limited block 15 is consolidated by carrying on a shoulder pole the screw bolt of bar chute both sides with load bar
It is fixed.
Spillage during to prevent guard rail concreting, the utility model can also be at the bottoms of exterior sheathing 4 when being embodied
Portion is provided with the horizontal flanging 16 of inner template, and the end of flanging 16 is provided with slide plate bolt 17, and is connected by slide plate bolt 17
A slide plate 18 is connect, the slide plate 18 is provided with slide plate chute, and the slide plate bolt is interspersed in slide plate chute, on slide plate bolt 17
Slide plate fixing nut 19 is bolted with to be fixed slide plate 18 and flanging 16.
When the utility model is installed, inner template is first arranged on box beam flange plate by guard rail, with flower basket bolt by internal model
Plate is connected with the reserved steel bar on flange plate；The slide plate fixing nut of compacting sliding board and exterior sheathing flanging is unclamped, according to setting
Fixed guard rail bound edge size, after slide plate is moved into appropriate location along slide plate chute, then tightens slide plate fixing nut, by slide plate
Fixed with exterior sheathing flanging；Exterior sheathing is sling with mobile handcart to be placed on the outside of flange plate, by the suspension rod insertion load bar on exterior sheathing
In chute, and according to the spacing between the inner and outer template of setting, suspension rod is moved forward and backward to appropriate location along load bar chute, then is used
Mobile handcart is lifted up exterior sheathing, the slide plate of exterior sheathing bottom is pushed against flange plate bottom, backing plate is then set with suspension rod,
And be screwed onto with exterior sheathing fixing nut on suspension rod and compress backing plate, then installed on load bar positioned at boom end both sides spacing
Block, finally inner and outer template is connected with to pull bar, starts to pour guard rail concrete.
Template dismantle when, hang exterior sheathing with mobile handcart, pull down limited block and exterior sheathing fixing nut, by exterior sheathing to
One end distance is moved down, then after suspension rod is departed from load bar chute, exterior sheathing is sling to movement on the outside of flange plate again, completed outer
Template is dismantled.Exterior sheathing will not collide with anticollision barrier concrete in unloading process, ensure that the presentation quality of guard rail.
Claims (3)
1. a kind of guardrail template for being easy to Fast Installation to dismantle, including inner template and exterior sheathing, inner template are arranged on the bridge edge of a wing
It is fixedly connected on plate and by flower basket bolt with the reserved steel bar on flange plate, the exterior sheathing is suspended on the outside of flange plate, interior
By being connected to pull bar between template and exterior sheathing, it is characterised in that：The inner template upper weld has connecting rod, the connecting rod
Upper end extend to above inner template top edge, the upper end of connecting rod and one end of a horizontally disposed load bar are welded, the load
Bar is provided with the load bar chute along load bar longitudinal direction, and the load bar chute is opened on the load bar other end；It is fixed at the top of the exterior sheathing
The suspension rod upwardly extended is provided with, the suspension rod is interspersed in the load bar chute, and the upper end of suspension rod is arranged on load bar through one
The backing plate at top, and the exterior sheathing fixing nut for compressing backing plate that is spirally connected on backing plate.
2. the guardrail template according to claim 1 for being easy to Fast Installation to dismantle, it is characterised in that：Edge at the top of the load bar
Load bar chute both sides are provided with multiple screws, limited block are separately installed with backing plate both sides, the limited block is by carrying on a shoulder pole bar chute two
The screw of side is fixed with bolt and load bar.
3. the guardrail template according to claim 1 for being easy to Fast Installation to dismantle, it is characterised in that：The exterior sheathing bottom
The horizontal flanging of inner template is provided with, the flanging end is provided with slide plate bolt, and passes through the slide plate of slide plate bolt connection one, institute
State slide plate and be provided with slide plate chute, the slide plate bolt is interspersed in slide plate chute, and slide plate is bolted with slide plate bolt and fixes spiral shell
Slide plate and flanging are fixed by mother.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720409673.1U CN206706580U (en) | 2017-04-18 | 2017-04-18 | A kind of guardrail template for being easy to Fast Installation to dismantle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720409673.1U CN206706580U (en) | 2017-04-18 | 2017-04-18 | A kind of guardrail template for being easy to Fast Installation to dismantle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206706580U true CN206706580U (en) | 2017-12-05 |
Family
ID=60456158
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720409673.1U Active CN206706580U (en) | 2017-04-18 | 2017-04-18 | A kind of guardrail template for being easy to Fast Installation to dismantle |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206706580U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109555017A (en) * | 2019-01-08 | 2019-04-02 | 中交路桥建设有限公司 | A kind of separate type bridge guardian column formwork for placing and construction method |
| CN110593135A (en) * | 2019-10-22 | 2019-12-20 | 五冶集团上海有限公司 | Linear control method for bridge anti-collision wall |
-
2017
- 2017-04-18 CN CN201720409673.1U patent/CN206706580U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109555017A (en) * | 2019-01-08 | 2019-04-02 | 中交路桥建设有限公司 | A kind of separate type bridge guardian column formwork for placing and construction method |
| CN110593135A (en) * | 2019-10-22 | 2019-12-20 | 五冶集团上海有限公司 | Linear control method for bridge anti-collision wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208023710U (en) | A kind of connection structure of assembly concrete shear wall | |
| CN102704681B (en) | A kind of steel concrete straight tube towering structure hydraulic sliding mould construction method | |
| CN206706580U (en) | A kind of guardrail template for being easy to Fast Installation to dismantle | |
| CN105586833B (en) | Stiff skeleton steel reinforcement cage global formation large-scale cast-in-place tall pier and thin wall construction method | |
| CN209307874U (en) | A kind of crash barrier template trolley | |
| CN103556578A (en) | Straight-line section and side span closure section casting mold system for continuous beam and erection method for casting mold system | |
| CN103104091A (en) | Sliding mold whole lifting platform and construction method | |
| CN102953546A (en) | Construction method for mounting deformation joint template at double walls | |
| CN104948204B (en) | Subway tunnel lining trolley | |
| CN109404010A (en) | A kind of aluminum tunnel modular system and its operating method | |
| CN106930192A (en) | Assembled variable cross-section contracture sliding mode system and its construction method | |
| CN202945798U (en) | Overhanging type scaffold corner device | |
| CN103343639A (en) | Efficiently-adjusting module sliding system | |
| CN106760014A (en) | A kind of board-like adjustable damper embedded part of full assembled and installation method | |
| CN112921785A (en) | Telescopic sliding formwork device for prefabricating steel-concrete composite beam | |
| CN210263916U (en) | Integrally-hoisted concrete silo top conical shell steel formwork | |
| CN206706579U (en) | A kind of adjustable bridge guard rail template | |
| CN203361735U (en) | Sliding mode system with function of efficient adjustment | |
| CN204098493U (en) | The dismantled and assembled input and output material movable platform of a kind of modular for building | |
| CN103334584A (en) | Template regulating system for sliding form system | |
| CN210738580U (en) | Mould hanging device for hoisting hole | |
| CN208763669U (en) | Tunnel widened section construction assembly type trolley | |
| CN204059589U (en) | A kind of shaped steel combination formula supporting and the cantilevered structure of going along with sb. to guard him | |
| CN202781420U (en) | Multifunctional operation platform for subsection jointing construction of concrete member | |
| CN209228053U (en) | Large cantilever combined type anchor curable type steel operation platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |