CN207672389U - Roadbed concrete curb cast-in-place mould - Google Patents
Roadbed concrete curb cast-in-place mould Download PDFInfo
- Publication number
- CN207672389U CN207672389U CN201721758864.5U CN201721758864U CN207672389U CN 207672389 U CN207672389 U CN 207672389U CN 201721758864 U CN201721758864 U CN 201721758864U CN 207672389 U CN207672389 U CN 207672389U
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- China
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- partition board
- place mould
- roadbed concrete
- rectangular slab
- subsiding crack
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Abstract
A kind of roadbed concrete curb cast-in-place mould of the utility model, belongs to roadbed technical field of concrete construction；The technical problem to be solved is that provide a kind of roadbed concrete curb cast-in-place mould for accelerating construction progress, reducing working procedure that construction site is now built；Solve the technical solution that the technical problem uses for：Including side template, subsiding crack partition board and reinforce stull, side template includes two rectangular slabs parallel to each other, the top and outside of rectangular slab are provided with reinforcing stull, stull is reinforced to be weldingly connected with rectangular slab, slideway and pvc pipe fixed steel bars are provided on the inside of rectangular slab, subsiding crack partition board is connected with slideway sliding, and subsiding crack partition board top is provided with handle；The utility model can be widely applied to roadbed concrete construction field.
Description
Technical field
The utility model roadbed concrete curb cast-in-place mould, belongs to roadbed technical field of concrete construction.
Background technology
Conventional concrete shoulder work method is as follows：In precasting yard mold concentration pre-casting customized, through long-term after prefabricated completion
Maintenance, concrete strength reaches the 75% of design strength, then is had bad luck to road bed using minitype carrier vehicle, then by worker into
Row installation.This traditional construction method drawback is as follows：1. precasting yard concentration pre-casting, maintenance and in-site installation construction period are too
It is long, increase operating expenses；Due to construction period anxiety, traditional handicraft cannot be satisfied the requirement of construction production；2. prefabricated is mixed
Solidifying earth shoulder, have bad luck and installation process in be easy to collide with, damage, influence presentation quality, the need of well damage are again prefabricated, both
It influences the duration and increases cost；3. concrete earth shoulder weight is big, monolithic weight reaches 300kg, operating personnel carry and its
Inconvenience causes installation cost to increase, and construction efficiency reduces.
Utility model content
The utility model roadbed concrete curb cast-in-place mould, overcomes the shortcomings of the prior art, provides one kind
What construction site was now built accelerates construction progress, reduces the roadbed concrete curb cast-in-place mould of working procedure.
In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model is：A kind of roadbed concrete curb is existing
Mold, including side template, subsiding crack partition board and reinforcing stull are poured, side template includes two pieces of rectangular slabs parallel to each other, rectangular
The top and outside of shape plate are provided with reinforcing stull, reinforce stull and are weldingly connected with rectangular slab, the inside setting of rectangular slab
There are slideway and pvc pipe fixed steel bars, subsiding crack partition board to be connected with slideway sliding, subsiding crack partition board top is provided with handle.
Further, the length of the slideway is identical as the height of subsiding crack partition board.
Further, the pvc pipe fixed steel bars include the identical steel bar of three length scales, the head welding of three steel bars
Together.
Further, the rectangular slab is I-steel.
Further, the both sides for reinforcing stull are provided with triangle robust structure, and triangle robust structure is arranged in institute
State the outside of rectangular slab.
Further, the quantity of the subsiding crack partition board is two.
Further, the quantity for reinforcing stull is three.
Compared with prior art, the utility model have the advantage that for：The utility model can make concrete curb
It is changed to now build by prefabricated, can accelerate construction progress, reduce working procedure, save operating expenses, also ensuring construction quality, together
When also roadbed geomembrane is not destroyed.
Description of the drawings
The utility model is described further below in conjunction with the accompanying drawings.
Fig. 1 is the stereoscopic schematic diagram of the utility model.
Fig. 2 is the vertical view of the utility model.
Fig. 3 is the side view of the utility model.
In figure, 1- side templates, 2- subsiding crack partition boards, 3- reinforcing stulls, 4-PVC pipe fixed steel bars, 5- slideways, 6- handles.
Specific implementation mode
As shown in Figure 1 to Figure 3, a kind of roadbed concrete curb cast-in-place mould of the utility model, including side template 1, sedimentation
It stitches partition board 2 and reinforces stull 3, side template 1 includes two pieces of rectangular slabs parallel to each other, the top of rectangular slab and outside setting
Have and reinforce stull 3, reinforces stull 3 and be weldingly connected with rectangular slab, slideway 5 is provided on the inside of rectangular slab and pvc pipe is fixed
Reinforcing bar 4, the both sides for reinforcing stull 3 are provided with triangle robust structure, and triangle robust structure is arranged in the outside of rectangular slab,
Pvc pipe fixed steel bars 4 include the identical steel bar of three length scales, and the head of three steel bars welds together, the length of slideway 5
Identical as the height of subsiding crack partition board 2, subsiding crack partition board 2 is connected with the sliding of slideway 5, and 2 top of subsiding crack partition board is provided with handle
6。
Preferably, rectangular slab is I-steel, and subsiding crack is two every 2 quantity, and the quantity for reinforcing stull 3 is three.
The length for reinforcing stull 3 is 1610mm, and the height of slideway 5 is 200mm, and I-steel spacing is 900mm, two subsiding crack partition boards 2
Spacing be 1000mm.
The course of work of the utility model is described further：Geomembrane is laid with first when shoulder work and is completed, base
Bed surface layer adjusted value provides absolute altitude, installs the I-steel of side, installs pre-buried PVC overflow pipes afterwards, then install the I-shaped of the other side
Steel pays attention to ensureing pvc pipe installation in correct position, and checks the elevation at pvc pipe both ends, and guarantee is consistent with design, and flowing water is smooth
It is logical.Slideway 5 is welded on I-steel specified position, subsiding crack partition board 2 is directly inserted in slideway 5, while installation form is reinforced
Integral reinforcing process is completed in stull 3.After the completion of shoulder concrete construction, subsiding crack partition board 2 is removed after ensureing concrete initial set,
Subsiding crack partition board 2 is unremovable too early or too late, and concrete does not solidify when removing too early, after subsiding crack partition board 2 is removed, sedimentation
Seam does not play a role, and concrete connects into an entirety；Remove too late when concrete setting it is thorough, reach intensity, in this way sink
Drop seam partition board 2 is not easy to remove.After concrete strength has form removal condition, then removes and reinforce stull 3 and I-steel.
The embodiments of the utility model have been described in detail above with reference to the accompanying drawings, but the utility model is not limited to
Embodiment is stated, within the knowledge of a person skilled in the art, the utility model aims can also not departed from
Under the premise of various changes can be made.
Claims (7)
1. a kind of roadbed concrete curb cast-in-place mould, it is characterised in that：Including side template（1）, subsiding crack partition board（2）And reinforcing
Stull（3）, side template（1）Including two pieces of rectangular slabs parallel to each other, the top and outside of rectangular slab are provided with reinforcing cross
Support（3）, reinforce stull（3）It is weldingly connected with rectangular slab, slideway is provided on the inside of rectangular slab（5）Steel is fixed with pvc pipe
Muscle（4）, subsiding crack partition board（2）With slideway（5）Sliding is connected, subsiding crack partition board（2）Top is provided with handle（6）.
2. roadbed concrete curb cast-in-place mould according to claim 1, it is characterised in that：The slideway（5）Length
With the subsiding crack partition board（2）Height it is identical.
3. roadbed concrete curb cast-in-place mould according to claim 1, it is characterised in that：The pvc pipe fixed steel bars
（4）Including the identical steel bar of three length scales, the head of three steel bars welds together.
4. roadbed concrete curb cast-in-place mould according to claim 1, it is characterised in that：The rectangular slab is I-shaped
Steel.
5. roadbed concrete curb cast-in-place mould according to claim 1, it is characterised in that：The reinforcing stull（3）'s
Both sides are provided with triangle robust structure, and triangle robust structure is arranged in the outside of the rectangular slab.
6. roadbed concrete curb cast-in-place mould according to claim 1, it is characterised in that：The subsiding crack partition board（2）
Quantity be two.
7. according to any roadbed concrete curb cast-in-place mould of claim 1~6, it is characterised in that：The reinforcing is horizontal
Support（3）Quantity be three.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721758864.5U CN207672389U (en) | 2017-12-16 | 2017-12-16 | Roadbed concrete curb cast-in-place mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721758864.5U CN207672389U (en) | 2017-12-16 | 2017-12-16 | Roadbed concrete curb cast-in-place mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207672389U true CN207672389U (en) | 2018-07-31 |
Family
ID=62967644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721758864.5U Active CN207672389U (en) | 2017-12-16 | 2017-12-16 | Roadbed concrete curb cast-in-place mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207672389U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111676780A (en) * | 2020-05-28 | 2020-09-18 | 中铁十局集团青岛工程有限公司 | Template of slip form forming machine |
| CN115262338A (en) * | 2022-07-14 | 2022-11-01 | 中国一冶集团有限公司 | Anti-expansion ground steel formwork with easy loading and unloading and cross slope control functions and working method thereof |
-
2017
- 2017-12-16 CN CN201721758864.5U patent/CN207672389U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111676780A (en) * | 2020-05-28 | 2020-09-18 | 中铁十局集团青岛工程有限公司 | Template of slip form forming machine |
| CN111676780B (en) * | 2020-05-28 | 2022-03-15 | 中铁十局集团青岛工程有限公司 | Template of slip form forming machine |
| CN115262338A (en) * | 2022-07-14 | 2022-11-01 | 中国一冶集团有限公司 | Anti-expansion ground steel formwork with easy loading and unloading and cross slope control functions and working method thereof |
| CN115262338B (en) * | 2022-07-14 | 2023-07-18 | 中国一冶集团有限公司 | Ground steel template with anti-expansion die easy to assemble and disassemble and capable of controlling transverse slope and working method thereof |
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