CN202706538U - Novel template positioning structure of water-stop concrete flanging - Google Patents
Novel template positioning structure of water-stop concrete flanging Download PDFInfo
- Publication number
- CN202706538U CN202706538U CN 201220365787 CN201220365787U CN202706538U CN 202706538 U CN202706538 U CN 202706538U CN 201220365787 CN201220365787 CN 201220365787 CN 201220365787 U CN201220365787 U CN 201220365787U CN 202706538 U CN202706538 U CN 202706538U
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- reinforcing bar
- stupefied
- steel bar
- side stupefied
- arranged steel
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Abstract
The utility model discloses a novel template positioning structure of a water-stop concrete flanging. The novel template positioning structure comprises lateral templates which are made of concrete and at least two template supporting frames, wherein the template supporting frames comprise first lateral edges, second lateral edges and top square timbers; the top square timbers are connected between the first lateral edges and the second lateral edges; the bottom of each first lateral edge is connected with a first vertically arranged steel bar; the bottom of each second lateral edge is connected with a second vertically arranged steel bar; a third vertical arranged steel bar which extends into each first lateral edge and each second lateral edge is arranged between each first vertically arranged steel bar and each second vertically arranged steel bar; each third vertically arranged steel bar is connected with each first horizontally arranged steel bar and each second horizontally arranged steel bar; each first horizontally arranged steel bar is positioned between each first lateral edge and each second lateral edge; and each second horizontally arranged steel bar is positioned below each first lateral edge and each second lateral edge. Three supporting points, namely two lateral edges and the top square timber, form a stable supporting system, so that a supporting template does not deviate in the process of pouring the concrete, and the pouring quality of the concrete is improved.
Description
Technical field
The utility model relates to a kind of concrete blinding location structure, particularly sealing concrete flange new type formwork location structure.
Background technology
In construction work, almost each monomer engineering can run into the pouring construction of sealing concrete flange.The function value of " sealing concrete flange " its existence just is to prevent the seepage with cause water between boiled water room because of water, between the washroom of all kinds of buildings such as civilian house, commercial office building, industrial premises, kitchen, the seepage that the plain concrete sealing flange of 20cm is prevented sealing all can be set in the Tea Room.
In architectural design, sealing concrete flange one of the designed component that also is absolutely necessary, also require simultaneously sealing concrete flange should with ground or flooring primary concreting.And such designing requirement often brings difficulty to shutterings-supported construction, becomes the difficult point of construction.
We find after the engineering analyzing in the past: (1) traditional method for supporting is unfavorable for the firm of support system, large owing to vibrating load in the process that construction casting vibrates, support system stability is not good, causes building the concrete flange of finishing and often has problems such as lacking stupefied arrisdefect, build off normal, the moulding concrete is loose.
(2) traditional method for supporting can affect the performance of sealing concrete flange function building difficult assurance of complete rear compactness of vibrating.
Can learn by above-mentioned analysis, cause the main cause of sealing concrete flange constructional deficiency namely to be the unstable of form bracing system in the pouring construction.
The utility model content
Technical problem to be solved in the utility model provides a kind of sealing concrete flange new type formwork location structure of supporting ﹠ stablizing.
In order to solve above-mentioned technical problem, the technical solution of the utility model is: a kind of sealing concrete flange new type formwork location structure, it comprises sidepiece template and at least two formwork-supports of concrete forming, described formwork-support comprises that the first side is stupefied, the second side is stupefied and the top lumps of wood, the described top lumps of wood be connected to stupefied and the second side of the first side stupefied between, described sidepiece template be limited in stupefied and the second side of the first side stupefied between; The stupefied bottom of described the first side is connected with the first perpendicular reinforcing bar of putting, the stupefied bottom of the second side is connected with the second perpendicular reinforcing bar of putting, first perpendicular put reinforcing bar, second perpendicular put to be provided with between the reinforcing bar go deep into three perpendicular the put reinforcing bar of stupefied and the second side of the first side between stupefied, the described the 3rd perpendicular putting is connected with the first horizontal reinforcing bar and the second horizontal reinforcing bar on the reinforcing bar, the described first horizontal reinforcing bar is stupefied in the first side, the second side stupefied between, the described second horizontal reinforcing bar is positioned at that the first side is stupefied, the stupefied below of the second side.
Described the first side bottom stupefied, that the second side is stupefied is provided with patchhole, described first perpendicular put reinforcing bar, second perpendicular put reinforcing bar by patchhole respectively stupefied with the first side, the second side is stupefied is connected.
Reinforcing bar first perpendicular is put, the second perpendicular putting is respectively arranged with the sealing cap on the reinforcing bar in described patchhole limit.
Bar construction is the stupefied and whole picking-up of the top lumps of wood with sealing concrete flange both sides, guarantees effectively to guarantee to have reserved the thickness of slab tendon protective layer when ground or flooring are built under the prerequisite of sidepiece form stable rationally.Three strong points of the stupefied and top lumps of wood form a stable support system by both sides, guarantee to build in the forming process not off normal of support shuttering at concrete, and improve the concrete pouring quality.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is A section enlarged drawing among Fig. 1.
Fig. 3 is the utility model top view.
The specific embodiment
Shown in Fig. 1-3, sealing concrete flange new type formwork location structure, it comprises sidepiece template 1 and at least two formwork-supports of concrete forming, described formwork-support comprises stupefied 2, second side stupefied 3 and the top lumps of wood 4 of the first side, the described top lumps of wood 4 is connected between the first side stupefied 2 and the second side stupefied 3, and described sidepiece template 1 is limited between the first side stupefied 2 and the second side stupefied 3.
The bottom of described the first side stupefied 2 is connected with the first perpendicular reinforcing bar 5 of putting, the bottom of the second side stupefied 3 is connected with the second perpendicular reinforcing bar 6 of putting, arrange in the bottom of stupefied the 2, second side stupefied 3 of described the first side that patchhole 10, the first is perpendicularly put reinforcing bar 5, the second perpendicular reinforcing bar 6 of putting is connected with stupefied the 2, second side stupefied 3 of the first side respectively by patchhole 10.
Consider that the reinforcing bar of inserting side in stupefied will become after the sidepiece form removable in the situation of another drainage place, we are when design embedded bar support, add sealing cap 11 at the reinforcing bar cutting section place that inserts the both sides lumps of wood, and after bar cutting, improve the reinforcing bar cutting section with waterproofing materials.
First perpendicular put reinforcing bar 5, second perpendicular put to be provided with between the reinforcing bar 6 go deep into the perpendicular reinforcing bar 7 of putting of the 3rd between the first side stupefied 2 and the second side stupefied 3, the described the 3rd perpendicular putting is connected with the first horizontal reinforcing bar 8 and the second horizontal reinforcing bar 9 on the reinforcing bar 7, the described first horizontal reinforcing bar 8 is between stupefied the 2, second side stupefied 3 of the first side, and the described second horizontal reinforcing bar 9 is positioned at stupefied 3 belows of stupefied the 2, second side of the first side.
Vertical three fulcrums that reinforcing bar consists of are as the core of support Design, support the effect of the stupefied and top lumps of wood 4 in both sides, and are unaffected to guarantee that floor 12 is built the thickness of rear reinforcement cover.In addition, we with steel bar end go deep into side stupefied in, this consideration is larger for oscillation intensity in the concrete vibrating process, single reinforcing bar withstood on the measure of side on stupefied and will be difficult to guarantee the firm of Steel bar rack in the casting process if adopt, still at the stupefied preformed hole of beating dark 2cm of side, when the reinforcing side is stupefied, the stupefied bottom alignment Steel bar rack insertion of side is got final product.
Adopt the utility model to guarantee to build the stability of both sides template in the process of vibrating, improved sealing concrete flange one-shot forming quality, satisfy the functional requirement of sealing concrete flange when having accomplished the concrete one-time-concreting.
Build complete after, after sealing has some strength with flange, fixing stupefied the 2, second side stupefied 3 of the first side is removed successively, stupefied the 2, second side stupefied 3 of sidepiece template 1, first side of taking off is compiled, in order to reuse, accomplish economy.
Mentality of designing of the present utility model does not only increase too much construction cost, can the function of sealing concrete flange not damaged yet, and has also solved original traditional method for supporting and may cause sealing concrete flange mass defect.
Above-described embodiment limits the utility model never in any form, and every employing is equal to replaces or technical scheme that the mode of equivalent transformation obtains all drops in the protection domain of the present utility model.
Claims (3)
1. sealing concrete flange new type formwork location structure, it is characterized in that comprising sidepiece template (1) and at least two formwork-supports of concrete forming, described formwork-support comprises the first side stupefied (2), the second side stupefied (3) and the top lumps of wood (4), the described top lumps of wood (4) is connected between the first side stupefied (2) and the second side stupefied (3), and described sidepiece template (1) is limited between the first side stupefied (2) and the second side stupefied (3); The bottom of described the first side stupefied (2) is connected with the first perpendicular reinforcing bar (5) of putting, the bottom of the second side stupefied (3) is connected with the second perpendicular reinforcing bar (6) of putting, the first perpendicular reinforcing bar (5) of putting, second perpendicular put to be provided with between the reinforcing bar (6) go deep into the 3rd between the first side stupefied (2) and the second side stupefied (3) and erect and put reinforcing bar (7), the described the 3rd perpendicular putting is connected with the first horizontal reinforcing bar (8) and the second horizontal reinforcing bar (9) on the reinforcing bar (7), the described first horizontal reinforcing bar (8) is positioned at the first side stupefied (2), between the second side stupefied (3), the described second horizontal reinforcing bar (9) is positioned at the first side stupefied (2), the second side stupefied (3) below.
2. sealing concrete flange new type formwork location structure according to claim 1, it is characterized in that: the bottom of described the first side stupefied (2), the second side stupefied (3) is provided with patchhole (10), described first perpendicular puts reinforcing bar (5), the second perpendicular reinforcing bar (6) of putting is connected with the first side stupefied (2), the second side stupefied (3) respectively by patchhole (10).
3. sealing concrete flange new type formwork location structure according to claim 2 is characterized in that: described patchhole (10) limit, first perpendicularly put reinforcing bar (5), the second perpendicular putting is respectively arranged with sealing cap (11) on the reinforcing bar (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220365787 CN202706538U (en) | 2012-07-26 | 2012-07-26 | Novel template positioning structure of water-stop concrete flanging |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220365787 CN202706538U (en) | 2012-07-26 | 2012-07-26 | Novel template positioning structure of water-stop concrete flanging |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202706538U true CN202706538U (en) | 2013-01-30 |
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ID=47586855
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220365787 Expired - Lifetime CN202706538U (en) | 2012-07-26 | 2012-07-26 | Novel template positioning structure of water-stop concrete flanging |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202706538U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100285A (en) * | 2017-05-24 | 2017-08-29 | 中国十七冶集团有限公司 | A kind of prefabricated toilet water seepage prevention construction method |
-
2012
- 2012-07-26 CN CN 201220365787 patent/CN202706538U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100285A (en) * | 2017-05-24 | 2017-08-29 | 中国十七冶集团有限公司 | A kind of prefabricated toilet water seepage prevention construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130130 |
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| CX01 | Expiry of patent term |