CN205637579U - Beam slab post -cast strip template mechanism - Google Patents
Beam slab post -cast strip template mechanism Download PDFInfo
- Publication number
- CN205637579U CN205637579U CN201620504751.1U CN201620504751U CN205637579U CN 205637579 U CN205637579 U CN 205637579U CN 201620504751 U CN201620504751 U CN 201620504751U CN 205637579 U CN205637579 U CN 205637579U
- Authority
- CN
- China
- Prior art keywords
- template
- support
- beam slab
- steel bar
- cast strip
- 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.)
- Expired - Fee Related
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- Moulds, Cores, Or Mandrels (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a beam slab post -cast strip template mechanism, includes formwork support, formwork support installs the support slat in the top, flat line of support bar and interval set up a plurality ofly, be provided with the support template on the support slat, it is provided with steel bar support to support the template top. Support template middle part is equipped with two deal withs and opens, will support the lateral part template that the template falls into the middle section template and is located middle section template both sides. Be provided with movable template on the template both sides of middle section, movable template is located between steel bar support and the middle section template. Beam slab post -cast strip template mechanism's support template disconnection, make the rubbish piece can fall in the opening of disconnection formation, fall through the space of supporting between the slat at last, avoid the rubbish talus accumulation on supporting the template, reduce the post -cast strip and pour the work load of filling the preceding clean template of construction, thereby accelerating construction process, and the rubbish piece is remained lessly, also be convenient for clean, cleanliness factor after the cleanness is higher, it supports in the template to avoid the rubbish piece to stay, prevent that it from integrating into the concrete, guarantee the shaping quality of beam slab.
Description
Technical field
This utility model relates to a kind of construction instrument, specifically, is a kind of beam slab alter-pouring strips mould plate mechanism.
Background technology
In building construction, beam slab is reinforced concrete structure, in construction for prevent monolithic reinforced concrete structure due to
Autogenous shrinkage is uneven or settles uneven issuable harmful cracks, so beam slab is section construction, between leave post-cast strip.
But owing to work progress can produce a lot of building waste chip, easily fall in the template of post-cast strip, when post-cast strip is watered by needs
When building filling, need first to clear up, take a lot of work laborious, and add the engineering time, extend the construction period, and if rubbish
The cleaning of rubbish chip is clean not, is deposited in the template of post-cast strip, can be dissolved in concrete, affects the molding matter that beam slab is overall
Amount.
Utility model content
The deficiency that this utility model exists for above-mentioned prior art, proposes a kind of beam slab alter-pouring strips mould plate mechanism.
Beam slab of the present utility model alter-pouring strips mould plate mechanism, including falsework, described falsework is arranged above supporting batten,
Described support batten is parallel and interval arranges multiple, described support batten is provided with support shuttering, sets above described support shuttering
It is equipped with Steel bar rack.
It is provided with in the middle part of described support shuttering at two and disconnects, support shuttering is divided into stage casing template and is positioned at the side of template both sides, stage casing
Portion's template.
Being designed with beam slab in described side template, the Steel bar rack above side template is all located in corresponding beam slab, the inner side of beam slab
Align in all inside edges with respective sides template, edge.
Described stage casing is provided with collapsible form on template both sides, and described collapsible form is between Steel bar rack and stage casing template.
Distance between described stage casing template one lateral edges and adjacent side template is equal to the width of corresponding collapsible form, collapsible form
Thickness identical with the thickness of support shuttering.
Preferably, the distance between described Steel bar rack and support shuttering is less than or equal to the thickness of collapsible form.
The beneficial effects of the utility model are: the support shuttering of beam slab alter-pouring strips mould plate mechanism disconnects, and enables rubbish chip to fall
Disconnect in the opening formed, fall finally by the space supported between batten, it is to avoid rubbish talus accumulation on support shuttering,
Reduce post-cast strip and pour the workload filling construction front cleaning template, accelerate construction speed, and rubbish chip residual is less,
Also allowing for being cleaned, the cleanliness factor after cleaning is higher, it is to avoid rubbish chip is stayed on support shuttering, prevents it from incorporating concrete,
Ensure the Forming Quality of beam slab.Carry out post-cast strip when pouring filling construction, collapsible form only need to be put into support shuttering and disconnect shape
In the opening become, pouring of concrete can be carried out, use flexibly, processing ease.Spacing between Steel bar rack and support shuttering
Less than collapsible form, it is possible to the collapsible form being loaded into is fixedly clamped, and can spacer bar support, and lifted, increased
Add stair template and disconnect the space of the opening formed, improve this position and carry out the convenience of rubbish chip cleaning.
Accompanying drawing explanation
Accompanying drawing 1 is the structural representation of beam slab alter-pouring strips mould plate mechanism.
Detailed description of the invention
In order to be able to further appreciate that structure of the present utility model, feature and other purpose, in conjunction with appended preferred embodiment specifically
Bright as follows, illustrated preferred embodiment is merely to illustrate the technical solution of the utility model, and non-limiting this utility model.
Detailed description of the invention of the present utility model is as follows:
As it is shown in figure 1, beam slab alter-pouring strips mould plate mechanism includes that falsework 1, falsework 1 are arranged above supporting batten 2,
Support batten 2 is parallel and interval arranges multiple.
Supporting and be provided with support shuttering 3 on batten 2, support shuttering 3 is provided above Steel bar rack 4, and Steel bar rack 4 is as beam
The skeleton of plate reinforced concrete fixing structure.
It is provided with in the middle part of support shuttering 3 at two and disconnects, support shuttering 3 is divided into stage casing template 3-1 and is positioned at stage casing template 3-1
Side template 3-2 of both sides, all forms opening between stage casing template 3-1 and adjacent side template 3-2.
Being designed with beam slab 5 in side template 3-2, the Steel bar rack 4 above side template 3-2 is all located in corresponding beam slab 5,
Align in all inside edges with respective sides template 3-2, the inside edge of beam slab 5.
Be provided with collapsible form 6 on template 3-1 both sides, stage casing, collapsible form 6 be positioned at Steel bar rack 4 and stage casing template 3-1 it
Between.
The building waste chip fallen drops to all be formed in opening, finally between stage casing template 3-1 and adjacent side template 3-2
Drop downwards by supporting the gap between batten 2, avoid rubbish chip to assemble in post-cast strip.Pour when needs carry out post-cast strip
When filling construction, collapsible form 6 is put in the opening between corresponding stage casing template 3-1 and side template 3-2, due in
Distance between section template 3-1 mono-lateral edges and adjacent side template 3-2 is equal to the movable mold on the corresponding side of stage casing template 3-1
The width of plate 6, collapsible form 6 both sides of the edge all with adjacent stage casing template 3-1 or the EDGE CONTACT of side template 3-2, will open
Mouth is completely enclosed, it is to avoid the concrete poured spills.Owing to the thickness of collapsible form 6 is identical with the thickness of support shuttering 3, make
Close the surfacing of the whole support shuttering 3 after opening, it is ensured that beam slab Forming Quality.
Distance between Steel bar rack 4 and support shuttering 3, less than or equal to the thickness of collapsible form 6, makes collapsible form 6 also not put
When entering in opening, it is possible to be fixed between Steel bar rack 4 and support shuttering 3, also make it that Steel bar rack 4 is supported and lifted,
Increase support shuttering 3 and disconnect the space of the opening formed, improve this position and carry out the convenience of rubbish chip cleaning.
Claims (2)
1. a beam slab alter-pouring strips mould plate mechanism, it is characterised in that include falsework (1), described falsework (1) top peace
Equipped with supporting batten (2), described support batten (2) is parallel and interval arranges multiple, and described support batten (2) is provided with
Support shuttering (3), described support shuttering (3) is provided above Steel bar rack (4),
Described support shuttering (3) middle part is provided with at two and disconnects, and support shuttering (3) is divided into stage casing template (3-1) and is positioned at
The side template (3-2) of stage casing template (3-1) both sides,
Being designed with beam slab (5) in described side template (3-2), the Steel bar rack (4) of side template (3-2) top is all located at
In corresponding beam slab (5), align in all inside edges with respective sides template (3-2), the inside edge of beam slab (5),
Being provided with collapsible form (6) on described stage casing template (3-1) both sides, described collapsible form (6) is positioned at Steel bar rack (4)
And between stage casing template (3-1),
Distance between described stage casing template (3-1) lateral edges and adjacent side template (3-2) is equal to corresponding collapsible form (6)
Width, the thickness of collapsible form (6) is identical with the thickness of support shuttering (3).
Beam slab the most according to claim 1 alter-pouring strips mould plate mechanism, it is characterised in that described Steel bar rack (4) and supporting die
Distance between plate (3) is less than or equal to the thickness of collapsible form (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620504751.1U CN205637579U (en) | 2016-05-27 | 2016-05-27 | Beam slab post -cast strip template mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620504751.1U CN205637579U (en) | 2016-05-27 | 2016-05-27 | Beam slab post -cast strip template mechanism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205637579U true CN205637579U (en) | 2016-10-12 |
Family
ID=57050710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620504751.1U Expired - Fee Related CN205637579U (en) | 2016-05-27 | 2016-05-27 | Beam slab post -cast strip template mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205637579U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110242039A (en) * | 2019-07-08 | 2019-09-17 | 中信国安建工集团有限公司 | A kind of application method when building template is constructed |
-
2016
- 2016-05-27 CN CN201620504751.1U patent/CN205637579U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110242039A (en) * | 2019-07-08 | 2019-09-17 | 中信国安建工集团有限公司 | A kind of application method when building template is constructed |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161012 Termination date: 20180527 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |