CN208685933U - A kind of post-cast strip template free of demolition - Google Patents
A kind of post-cast strip template free of demolition Download PDFInfo
- Publication number
- CN208685933U CN208685933U CN201821171450.7U CN201821171450U CN208685933U CN 208685933 U CN208685933 U CN 208685933U CN 201821171450 U CN201821171450 U CN 201821171450U CN 208685933 U CN208685933 U CN 208685933U
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- template
- fixed frame
- post
- cast strip
- reinforcing bar
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Abstract
The utility model discloses a kind of post-cast strip templates free of demolition, including template fixed frame, and the concrete barrier being covered in template fixed frame plane；The concrete barrier includes reinforcing bar stratum reticulare and dense mesh layer；Reinforcing bar stratum reticulare is fixed in the frame of template fixed frame；Dense mesh layer is laid on reinforcing bar stratum reticulare.The mode that the utility model is combined by using double layer concrete barrier with template fixed frame, it easily closes up template compared to traditional wood glue template die and single layer, efficiently solve the common fault of the swollen mould in post-cast strip, spillage, and the process for avoiding post-cast strip later period dabbing, clearing up the concrete that is scattered, reduce labour；Template fixed frame is welded by angle steel, considerably increases the stability of template.
Description
Technical field
The utility model belongs to alter-pouring strips mould plate technical field, and in particular to a kind of post-cast strip template free of demolition is suitable for
Mass concrete is equipped with the project of post-cast strip.
Background technique
It is to prevent monolithic reinforced concrete structure since autogenous shrinkage is uneven or settles not that post-cast strip, which is in construction,
Issuable harmful cracks stay what is set to face according to design or job specfication requirement in sole plate, wall, beam corresponding position
When construction joint, the seam retain a period of time after pour again.
For alter-pouring strips mould plate, traditional wood glue template die and single layer easily close up template, and the post-cast strip later period has dabbing, clear
Reason is scattered the process of concrete, installing and dismounting trouble, and has the troublesome defect of swollen mould, spillage, post-processing, the materials of template and
Construction is inconvenient, and increases time and the economic cost of construction.
Utility model content
The purpose of this utility model is that being directed to the above problem in the prior art, a kind of post-cast strip mould free of demolition is provided
Plate is suitable for mass concrete post-cast strip, and template is free of demolition, convenient and quick construction.
To realize above-mentioned purpose of utility model, the utility model is adopted the technical scheme that
A kind of post-cast strip template free of demolition, including template fixed frame, and be covered in template fixed frame plane
Concrete barrier；The concrete barrier includes reinforcing bar stratum reticulare and dense mesh layer；It is solid that reinforcing bar stratum reticulare is fixed on template
Determine in the frame of frame；Dense mesh layer is laid on reinforcing bar stratum reticulare.
Above-mentioned dense mesh layer is by steel wire lashing on template fixed frame and/or reinforcing bar stratum reticulare.
The shape of above-mentioned template fixed frame is rectangle, and each side side length is respectively less than 2m.
Shape, the size of above-mentioned reinforcing bar stratum reticulare are adapted with template fixed frame, and the aperture of reinforcing bar stratum reticulare is 10cm
~30cm.
Shape, the size of above-mentioned dense mesh layer are adapted with template fixed frame, and the hole of dense mesh layer
Diameter is 1~2cm.
Above-mentioned template fixed frame is made of angle steel；Reinforcing bar stratum reticulare is made of plain bar.
Compared with the prior art, the advantage of the utility model is:
A kind of post-cast strip template free of demolition that the utility model discloses, it is solid by using double layer concrete barrier and template
Determine the mode that frame combines, easily close up template compared to traditional wood glue template die and single layer, efficiently solve the swollen mould in post-cast strip,
The common fault of spillage, and the process for avoiding post-cast strip later period dabbing, clearing up the concrete that is scattered, reduce labour；Template is solid
Determine frame to be welded by angle steel, considerably increase the stability of template, gather materials on the spot, flexibly determines template according to the actual situation
Size, easy for construction, construction efficiency is high；Waste and old angle steel, reinforcement fabrication, low manufacture cost can also be made full use of.
Detailed description of the invention
Fig. 1 is a kind of front view of post-cast strip of the utility model template free of demolition.
Fig. 2 is a kind of side view of post-cast strip template free of demolition of Fig. 1.
Appended drawing reference: 1-template fixed frame, 2-concrete barriers, 3-reinforcing bar stratum reticulares, 4-dense mesh layers.
Specific embodiment
With reference to embodiments and its attached drawing is described in detail the utility model.
As illustrated in fig. 1 and 2, a kind of post-cast strip template free of demolition, including template fixed frame 1, and be covered on template and consolidate
Determine the concrete barrier 2 on frame plane；Concrete barrier 2 includes reinforcing bar stratum reticulare 3 and dense mesh layer 4, steel mesh
Layer 3 is fixed in the frame of template fixed frame 1；Dense mesh layer 4 is laid on reinforcing bar stratum reticulare 3, and passes through steel wire lashing
In on template fixed frame 1 and/or reinforcing bar stratum reticulare 3.
According to the length of live post-cast strip and height, the size of every piece of post-cast strip template free of demolition, template fixed frame are determined
Frame 1 is made of angle steel welding, and the shape of template fixed frame 1 is rectangle, and each side side length is respectively less than 2m.It is fixed using this template
Frame of the frame as template, can considerably increase welding surface, increase the stability of template system.
Reinforcing bar stratum reticulare 3 uses diameter for the plain bar of 8mm, is welded and fixed respectively by laterally and longitudinally 10~30cm of spacing
In in the frame of template fixed frame 1, forming the reinforcing bar stratum reticulare that aperture is 10~30cm, the shape of reinforcing bar stratum reticulare 3, size with
Template fixed frame 1 is adapted；It is solid that concrete is transferred to template by reinforcing bar stratum reticulare to the whole lateral pressure of concrete barrier 2
Determine at frame, for improving concrete barrier to the tolerance degree of lateral force.
Shape, the size of dense mesh layer 4 are adapted with template fixed frame 1, and the aperture of dense mesh layer
For 1~2cm, dense mesh layer main function is to stop cement slurry and aggregate.
The installation and application of the utility model:
According to casting of concrete in mass height, respectively by several pieces of this post-cast strip templates free of demolition by vertical and laterally weldering
It connects and mutually spells, the side of the side where reinforcing bar stratum reticulare towards preparation casting concrete is installed, finally exempts to tear open by post-cast strip
It unloads template to be fixedly welded on main reinforcement and steel plate for sealing water, can then carry out the pouring construction of concrete.Used in the utility model
Engineering more belong to 2m or more mass concrete, therefore casting method be placement layer by layer, post-cast strip template free of demolition after pouring not
It is removed, concrete barrier and template fixed frame are formed by male and fomale(M&F) after pouring, and play and concrete chisel
The same effect of hair, therefore form removable process and concrete dabbing, the operation sequence of cleaning can be saved.
Be made of concrete barrier and template fixed frame by Force system, optimize the conduction of concrete lateral force,
Concrete barrier is improved to the tolerance degree of lateral force, and due to can with adaptation to local conditions scene according to actual size system
Make, the part that need to be isolated can be covered in all directions, thus solves the problems, such as the swollen mould in post-cast strip and spillage.
Using the post-cast strip of the utility model template casting concrete free of demolition, form removable process and concrete are saved
Dabbing, the operation sequence of cleaning, time saving and energy saving, working efficiency significantly improves.
The above embodiments are only the utility model a part of the embodiment, instead of all the embodiments.Based on this reality
With the embodiment in novel, those of ordinary skill in the art without creative labor it is obtained it is all its
His embodiment, fall within the protection scope of the utility model.
Claims (6)
1. a kind of post-cast strip template free of demolition, it is characterised in that: including template fixed frame, and be covered on template fixed frame
Concrete barrier in plane；The concrete barrier includes reinforcing bar stratum reticulare and dense mesh layer；Reinforcing bar stratum reticulare is fixed
In in the frame of template fixed frame；Dense mesh layer is laid on reinforcing bar stratum reticulare.
2. a kind of post-cast strip template free of demolition according to claim 1, it is characterised in that: the dense mesh layer passes through
Steel wire lashing is on template fixed frame and/or reinforcing bar stratum reticulare.
3. a kind of post-cast strip template free of demolition according to claim 1, it is characterised in that: the shape of the template fixed frame
Shape is rectangle, and each side side length is respectively less than 2m.
4. a kind of post-cast strip template free of demolition according to claim 1, it is characterised in that: the shape of the reinforcing bar stratum reticulare,
Size is adapted with template fixed frame, and the aperture of reinforcing bar stratum reticulare is 10cm~30cm.
5. a kind of post-cast strip template free of demolition according to claim 1, it is characterised in that: the shape of the dense mesh layer
Shape, size are adapted with template fixed frame, and the aperture of dense mesh layer is 1~2cm.
6. a kind of post-cast strip template free of demolition according to claim 1, it is characterised in that: the template fixed frame is by angle
Steel is made；Reinforcing bar stratum reticulare is made of plain bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821171450.7U CN208685933U (en) | 2018-07-24 | 2018-07-24 | A kind of post-cast strip template free of demolition |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821171450.7U CN208685933U (en) | 2018-07-24 | 2018-07-24 | A kind of post-cast strip template free of demolition |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208685933U true CN208685933U (en) | 2019-04-02 |
Family
ID=65881940
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821171450.7U Expired - Fee Related CN208685933U (en) | 2018-07-24 | 2018-07-24 | A kind of post-cast strip template free of demolition |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208685933U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106788A (en) * | 2019-04-18 | 2019-08-09 | 中国建筑第八工程局有限公司 | Section constructing method is poured after at track girder docking |
| CN111852024A (en) * | 2020-07-31 | 2020-10-30 | 无锡市政设计研究院有限公司 | Pouring method for concrete with conical bottom in tank body and framework used by pouring method |
| CN115369923A (en) * | 2021-05-20 | 2022-11-22 | 湖北远大建设集团有限公司 | Anti-deformation slurry leakage post-pouring belt structure of basement bottom plate and construction method of anti-deformation slurry leakage post-pouring belt structure |
-
2018
- 2018-07-24 CN CN201821171450.7U patent/CN208685933U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106788A (en) * | 2019-04-18 | 2019-08-09 | 中国建筑第八工程局有限公司 | Section constructing method is poured after at track girder docking |
| CN111852024A (en) * | 2020-07-31 | 2020-10-30 | 无锡市政设计研究院有限公司 | Pouring method for concrete with conical bottom in tank body and framework used by pouring method |
| CN111852024B (en) * | 2020-07-31 | 2022-04-08 | 无锡市政设计研究院有限公司 | Pouring method for concrete with conical bottom in tank body and framework used by pouring method |
| CN115369923A (en) * | 2021-05-20 | 2022-11-22 | 湖北远大建设集团有限公司 | Anti-deformation slurry leakage post-pouring belt structure of basement bottom plate and construction method of anti-deformation slurry leakage post-pouring belt structure |
| CN115369923B (en) * | 2021-05-20 | 2024-02-02 | 湖北远大建设集团有限公司 | Deformation-preventing slurry leakage post-pouring belt structure of basement bottom plate and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20190402 |