CN206971732U - A kind of doubly-linked beam forms pouring structure - Google Patents
A kind of doubly-linked beam forms pouring structure Download PDFInfo
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- CN206971732U CN206971732U CN201720732934.3U CN201720732934U CN206971732U CN 206971732 U CN206971732 U CN 206971732U CN 201720732934 U CN201720732934 U CN 201720732934U CN 206971732 U CN206971732 U CN 206971732U
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- template
- coupling beam
- upper strata
- lower floor
- doubly
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Abstract
The utility model discloses a kind of doubly-linked beam forms pouring structure, it includes：The upper strata coupling beam template and lower floor's coupling beam template being connected between the first wall form and the second wall form, the upper strata coupling beam template is located at the top of lower floor's coupling beam template, the bottom of the upper strata coupling beam template offers connection hole, and the connection template of the upper strata coupling beam template and lower floor's coupling beam template is communicated with the connection hole.The utility model is compared with existing traditional doubly-linked beam die plate reinforcing method, with simple to operate, the easy advantage of dismounting, it can increase and lower floor's coupling beam is vibrated during concrete strengthening, the apparent mass of concrete formation is enhanced, reduces maintenance cost in the future.
Description
Technical field
It the utility model is related to building trade field, more particularly to a kind of doubly-linked beam forms pouring structure.
Background technology
At present, construction market new structure increases, and the reinforcement means of doubly-linked beam position becomes matter of utmost importance, such as
According to traditional reinforcement means, lower coupling beam concrete can not pour completely fruit, and leakage phenomenon occurs.
Utility model content
The defects of for existing in existing doubly-linked beam reinforcement technique or being potential, the problem of the utility model intends to solve, are to provide
A kind of doubly-linked beam forms pouring structure, have the advantages that simple to operate, dismounting is easy, and lower floor's doubly-linked can be efficiently solved
Beam pours problem, substantially increases construction speed, reduces maintenance cost.
To achieve the above object, the utility model uses following organization plan：A kind of doubly-linked beam forms pouring structure, it is wrapped
Include：The upper strata coupling beam template and lower floor's coupling beam template being connected between the first wall form and the second wall form, the upper strata
Coupling beam template is located at the top of lower floor's coupling beam template, and the bottom of the upper strata coupling beam template offers connection hole, described
The connection template of the upper strata coupling beam template and lower floor's coupling beam template is communicated with connection hole.
In certain embodiments, the top of lower floor's coupling beam template is provided with backform, and the mouth that vibrates is offered on the backform,
The mouth that vibrates is connected to the connection template and communicated by the connection template with the upper strata coupling beam template.
In certain embodiments, the connection template includes the U-shaped template of two panels, the open side phase of U-shaped template described in two panels
Even.
In certain embodiments, lower floor's coupling beam template, which is provided with, reinforces rest, and the reinforcing rest support is in described
The bottom of upper strata coupling beam template.
In certain embodiments, the both ends of lower floor's coupling beam template respectively with first wall form and described second
Wall form communicates.
In certain embodiments, lower floor's coupling beam template and first wall form and second wall form it
Between using aluminum corner brace connect.
In certain embodiments, the both ends of the upper strata coupling beam template respectively with first wall form and described second
Wall form communicates.
In certain embodiments, the upper strata coupling beam template and first wall form and second wall form it
Between using aluminum corner brace connect.
In certain embodiments, the upper strata coupling beam template and lower floor's coupling beam mould are communicated with the connection template
The sleeve pipe of plate.
In certain embodiments, in addition to vibrating spear, the vibrating spear are inserted in the upper strata coupling beam template, the connection
In template and lower floor's coupling beam template.
The utility model is because using above-mentioned technical proposal, the technique effect for obtaining it is as follows：With existing traditional pair
Coupling beam formwork reinforcement method is compared, and has simple to operate, the easy advantage of dismounting, can be during concrete strengthening, increase pair
Lower floor's coupling beam is vibrated, and enhances the apparent mass of concrete formation, reduces maintenance cost in the future.
Brief description of the drawings
, below will be to needed for embodiment description in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
The accompanying drawing to be used is briefly described, it should be apparent that, drawings in the following description are only some realities of the present utility model
Example is applied, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to these accompanying drawings
Obtain other accompanying drawings.
Fig. 1 is a kind of structural representation of doubly-linked beam forms pouring structure in embodiment of the present utility model.
Fig. 2 is the bottom of the upper strata coupling beam template in a kind of doubly-linked beam forms pouring structure in embodiment of the present utility model
Portion's schematic diagram.
Fig. 3 is the doubly-linked beam molding effect using a kind of doubly-linked beam forms pouring structure in embodiment of the present utility model
Figure.
Embodiment
Illustrate embodiment of the present utility model below by way of specific instantiation, those skilled in the art can be by this theory
Content disclosed by bright book understands other advantages and effect of the present utility model easily.The utility model can also be by addition
Different embodiments are embodied or practiced, and the various details in this specification can also be based on different viewpoints with answering
With, without departing from it is of the present utility model spirit under carry out various modifications or alterations.
Below in conjunction with the accompanying drawings and specific embodiment is done further specifically to specific embodiment of the present utility model
It is bright.
The doubly-linked beam forms pouring structure and its template of a kind of aluminum alloy pattern plate are mainly provided in embodiment of the present utility model
Reinforcement means, as shown in fig.1, a kind of doubly-linked beam forms pouring structure in embodiment of the present utility model is shown, wherein,
Doubly-linked beam forms pouring structure mainly includes：First wall form 11, the second wall form 12, upper strata coupling beam template 13, lower floor
Coupling beam template 14 and connection template 15.Wherein, the first wall form 11 and the second wall form 12 are oppositely arranged, and both it
Between leave certain space, for setting doubly-linked beam.Upper strata coupling beam template 13 and lower floor's coupling beam template 14 are all connected to the first wall
Between the wall form 12 of template 11 and second, upper strata coupling beam template 13 is located at the top of lower floor's coupling beam template 14.Upper strata coupling beam mould
The bottom of plate 13 is provided with bed die, one or more connection holes 16 is offered on the bed die of the bottom of upper strata coupling beam template 13, such as Fig. 2
It is shown, connect and template 15 is communicated with hole 16, connection template 15 is further communicated in upper strata coupling beam template 13 and connected with lower floor
Between beam forms 14.A kind of doubly-linked beam forms pouring structure in embodiment of the present utility model also includes vibrating spear (in figure not
Vibrating spear is shown), the vibrating spear is inserted in upper strata coupling beam template 13, connection template 15 and lower floor's coupling beam template 14 from top to down
In, for when pouring lower floor's coupling beam concrete, being carried out down through the connection hole of upper strata coupling beam template bottom with template is connected
The concrete vibrating of layer coupling beam template, the concrete density of lower floor's coupling beam is improved, improve lower floor's coupling beam in the construction of doubly-linked beam and mix
Solidifying soil can not pour the problem of full.
In the present embodiment, the top of lower floor's coupling beam template is provided with backform, and the mouth that vibrates is offered on the backform, and vibrate mouth
It is connected to connection template and is communicated by connecting template with upper strata coupling beam template.Connect upper end and the upper strata coupling beam template of template
Bed die is fixedly linked, and connects the lower end of template and the backform of lower floor coupling beam template is fixedly linked, can further improve connection template
Coupling stiffness.Wherein, connection template can use the U-shaped template of two panels, and the open side of the U-shaped template of two panels is connected, is internally formed and shakes
Space is smash, is plugged for vibrating spear and concreting.Further, in the upper end of connection template and the bed die of upper strata coupling beam template
Connect and antiseep pad is set between hole, the backform in the lower end of connection template and lower floor's coupling beam template, which vibrates, also to be set between mouth
Antiseep pad is put, to prevent concrete from exosmosing.
Further, the also settable sleeve pipe for connecting upper strata coupling beam template and lower floor's coupling beam template in template is connected, such as
PVC sleeve pipes, in order to which the concrete in the coupling beam template of upper strata can be flowed downwardly into lower floor's coupling beam template via the PVC sleeve pipes,
Lower floor's coupling beam template is carried out further closely knit.
As shown in fig.1, the both ends of lower floor's coupling beam template 14 respectively with the first wall form 11 of both sides and the second wall
Template 12 communicates, and is connected between lower floor's coupling beam template 14 and the first wall form 11 and the second wall form 12 using aluminum corner brace 17
To be reinforced.First wall form 11 is formed by connecting by aluminum corner brace using steel form, the second wall form 12 using steel form by
Aluminum corner brace is formed by connecting, and the first wall form 11 and the second wall form 12 are reinforced concrete wall template.First wall form
11 offer template opening to connect lower floor's coupling beam mould respectively with the side towards lower floor's coupling beam template of the second wall form 12
Plate, it can be blocked in junction using antiseep pad.
Similarly, the both ends of upper strata coupling beam template 13 the first wall form 11 and the phase of the second wall form 12 with both sides respectively
It is logical, and use aluminum corner brace 17 to connect to be added between upper strata coupling beam template 13 and the first wall form 11 and the second wall form 12
Gu.First wall form 11 is formed by connecting using steel form by aluminum corner brace, and the second wall form 12 is connected using steel form by aluminum corner brace
Form, the first wall form 11 and the second wall form 12 are reinforced concrete wall template.First wall form 11 and second
The side towards upper strata coupling beam template of wall form 12 offers template opening to connect upper strata coupling beam template respectively, is connecting
Place can be blocked using antiseep pad.
As better embodiment of the present utility model, it is provided with lower floor's coupling beam template 14 and reinforces rest 18, reinforce branch
The support of support 18 in the bottom of upper strata coupling beam template 13, for position between lower floor's coupling beam template 14 and upper strata coupling beam template 13 away from
From, while upper strata coupling beam template 13 is played a supporting role.Reinforcing rest 18 therein can be adjustable for height U-shaped rest, adopt
Held in the palm and formed with support rod, screw rod and U, the lower end of support rod can be installed in lower floor's coupling beam template top in lower floor's coupling beam template
On the backform in portion, one section of support rod inner hollow or top are hollow, and the top of the hollow section of support rod is provided with vertical screwed hole, spiral shell
The lower end of bar is screwed together in the vertical screwed hole, and U supports are located at the upper end of screw rod and support is in the bottom of upper strata coupling beam template 13, profit
Realize that the height of U supports is adjusted with the thread connecting mode between screw rod and the vertical screwed hole of support rod, in upper and lower layer coupling beam mould
In plate installation process, play a part of determining deviation, after the completion of upper and lower layer coupling beam model sheetinstallat, play support upper strata coupling beam template
Effect.
The doubly-linked beam forms pouring structure of a kind of aluminum alloy pattern plate in embodiment of the present utility model, by upper strata coupling beam mould
Connection template 15 is set between plate 13 and lower floor's coupling beam template 14, the casting space inside upper strata coupling beam template 13 and lower floor are connected
Casting space inside beam forms 14 is interconnected.The size and number of template can be connected according to the length adjustment of doubly-linked beam, and
Vibrating spear is inserted into by upper strata coupling beam template by connecting template in lower floor's coupling beam template, carry out concrete vibrating.
In casting process, the slump of concrete will be controlled, and can be adjusted according to the density degree of reinforcing bar in upper and lower layer coupling beam template
The particle size of concrete coarse aggregate.When pouring, first both sides wall is poured into it is concordant with upper strata coupling beam beam bottom, vibrating spear from
Upper strata coupling beam template bottom connection hole is inserted into progress lower floor coupling beam concrete in lower floor's coupling beam template through connection template and shaken
Smash, upper strata coupling beam can not can be poured in the coupling beam template of upper strata again toward when flowing in lower floor's coupling beam template to concrete.Wait to mix
After solidifying earth forming, upper and lower coupling beam template is removed first and connects template, obtains doubly-linked girder construction as shown in Figure 3, then use electric pick
The connection concrete of Dual-layer coupling beam connectivity part is rejected.
The doubly-linked beam forms pouring structure and its template of a kind of aluminum alloy pattern plate provided in embodiment of the present utility model add
Solid method, compared with existing traditional doubly-linked beam die plate reinforcing method, there is simple to operate, the easy advantage of dismounting, can be mixed
Coagulate in native reinforcing process, increase and lower floor's coupling beam is vibrated, enhance the apparent mass of concrete formation, reduce dimension in the future
Accomplish this.
It should be noted that structure, ratio, size depicted in this specification institute accompanying drawings etc., only coordinating
Content disclosed in bright book, so that those skilled in the art understands and reads, being not limited to the utility model can implement
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
In the case where not influenceing the effect of the utility model can be generated and the purpose that can reach, all should still fall disclosed in the utility model
Technology contents obtain and can cover in the range of.Meanwhile in this specification it is cited as " on ", " under ", "left", "right", " in
Between " and " one " etc. term, be merely convenient to understanding for narration, and be not used to limit the enforceable scope of the utility model, its
Relativeness is altered or modified, in the case where changing technology contents without essence, when being also considered as the enforceable category of the utility model.
Described above is only preferred embodiment of the present utility model, not the utility model is done any formal
Limitation, although the utility model is disclosed above with preferred embodiment, but is not limited to the utility model, any to be familiar with
Professional and technical personnel, in the range of technical solutions of the utility model are not departed from, when in the technology using the disclosure above
Hold the equivalent embodiment made a little change or be modified to equivalent variations, as long as being without departing from technical solutions of the utility model
Hold, any simple modification, equivalent change and modification made according to the technical essence of the utility model to above example, still
Belong in the range of technical solutions of the utility model.
Claims (10)
- A kind of 1. doubly-linked beam forms pouring structure, it is characterised in that including：It is connected to the first wall form and the second wall form Between upper strata coupling beam template and lower floor's coupling beam template, the upper strata coupling beam template is located at the top of lower floor's coupling beam template, The bottom of the upper strata coupling beam template offer connection hole, it is described connection hole at be communicated with the upper strata coupling beam template with The connection template of lower floor's coupling beam template.
- 2. doubly-linked beam forms pouring structure as claimed in claim 1, it is characterised in that：Set at the top of lower floor's coupling beam template There is backform, the mouth that vibrates is offered on the backform, the mouth that vibrates is connected to the connection template and by the connection template Communicated with the upper strata coupling beam template.
- 3. doubly-linked beam forms pouring structure as claimed in claim 1, it is characterised in that：It is U-shaped that the connection template includes two panels Template, the open side of U-shaped template is connected described in two panels.
- 4. doubly-linked beam forms pouring structure as claimed in claim 1, it is characterised in that：Lower floor's coupling beam template, which is provided with, to be added Clamped support, the reinforcing rest support is in the bottom of the upper strata coupling beam template.
- 5. doubly-linked beam forms pouring structure as claimed in claim 1, it is characterised in that：The both ends of lower floor's coupling beam template point Do not communicated with first wall form and second wall form.
- 6. doubly-linked beam forms pouring structure as claimed in claim 5, it is characterised in that：Lower floor's coupling beam template and described the Connected between one wall form and second wall form using aluminum corner brace.
- 7. doubly-linked beam forms pouring structure as claimed in claim 1, it is characterised in that：The both ends of the upper strata coupling beam template point Do not communicated with first wall form and second wall form.
- 8. doubly-linked beam forms pouring structure as claimed in claim 7, it is characterised in that：The upper strata coupling beam template and described the Connected between one wall form and second wall form using aluminum corner brace.
- 9. such as doubly-linked beam forms pouring structure according to any one of claims 1 to 8, it is characterised in that：The connection template In be communicated with the sleeve pipe of the upper strata coupling beam template and lower floor's coupling beam template.
- 10. such as doubly-linked beam forms pouring structure according to any one of claims 1 to 8, it is characterised in that：Also include vibrating Rod, the vibrating spear are inserted in the upper strata coupling beam template, the connection template and lower floor's coupling beam template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720732934.3U CN206971732U (en) | 2017-06-22 | 2017-06-22 | A kind of doubly-linked beam forms pouring structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720732934.3U CN206971732U (en) | 2017-06-22 | 2017-06-22 | A kind of doubly-linked beam forms pouring structure |
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| Publication Number | Publication Date |
|---|---|
| CN206971732U true CN206971732U (en) | 2018-02-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720732934.3U Expired - Fee Related CN206971732U (en) | 2017-06-22 | 2017-06-22 | A kind of doubly-linked beam forms pouring structure |
Country Status (1)
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700105A (en) * | 2019-10-21 | 2020-01-17 | 中交一公局第七工程有限公司 | Synchronous construction method for high pier column and tie beam and template used in same |
| CN111734127A (en) * | 2020-06-29 | 2020-10-02 | 中国航空规划设计研究总院有限公司 | Cast-in-place concrete multi-connecting-beam template structure and template supporting method thereof |
| CN113202507A (en) * | 2021-04-23 | 2021-08-03 | 中国建筑第二工程局有限公司 | Composite open-hole template double-connecting-beam construction structure and construction method thereof |
| CN114575618A (en) * | 2022-03-24 | 2022-06-03 | 中建二局第一建筑工程有限公司 | Connecting beam supporting system, building structure and construction method |
| CN114892530A (en) * | 2022-05-22 | 2022-08-12 | 中建八局第二建设有限公司 | Arc-shaped body combined template supporting structure of ultrahigh double-layer arc-shaped tie beam and construction method |
-
2017
- 2017-06-22 CN CN201720732934.3U patent/CN206971732U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700105A (en) * | 2019-10-21 | 2020-01-17 | 中交一公局第七工程有限公司 | Synchronous construction method for high pier column and tie beam and template used in same |
| CN111734127A (en) * | 2020-06-29 | 2020-10-02 | 中国航空规划设计研究总院有限公司 | Cast-in-place concrete multi-connecting-beam template structure and template supporting method thereof |
| CN113202507A (en) * | 2021-04-23 | 2021-08-03 | 中国建筑第二工程局有限公司 | Composite open-hole template double-connecting-beam construction structure and construction method thereof |
| CN114575618A (en) * | 2022-03-24 | 2022-06-03 | 中建二局第一建筑工程有限公司 | Connecting beam supporting system, building structure and construction method |
| CN114892530A (en) * | 2022-05-22 | 2022-08-12 | 中建八局第二建设有限公司 | Arc-shaped body combined template supporting structure of ultrahigh double-layer arc-shaped tie beam and construction method |
| CN114892530B (en) * | 2022-05-22 | 2023-10-03 | 中建八局第二建设有限公司 | Arc body combined formwork supporting structure of ultrahigh double-layer arc tie beam and construction method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180206 |
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| CF01 | Termination of patent right due to non-payment of annual fee |