CN203603462U - Post-cast strip beam plate formwork supporting structure - Google Patents
Post-cast strip beam plate formwork supporting structure Download PDFInfo
- Publication number
- CN203603462U CN203603462U CN201320749479.XU CN201320749479U CN203603462U CN 203603462 U CN203603462 U CN 203603462U CN 201320749479 U CN201320749479 U CN 201320749479U CN 203603462 U CN203603462 U CN 203603462U
- Authority
- CN
- China
- Prior art keywords
- post
- cast strip
- ater
- casting
- formwork
- 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 - Lifetime
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- 238000005266 casting Methods 0.000 claims description 40
- 239000004567 concrete Substances 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 3
- 238000004140 cleaning Methods 0.000 abstract description 2
- 238000005034 decoration Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Images
Abstract
The utility model relates to a building formwork supporting structure, in particular to a post-cast strip beam formwork supporting structure which solves the problem that concrete can be poured into a post-cast strip easily when the post-cast strip is constructed. The post-cast strip beam formwork supporting structure comprises integrated project scaffolds on the two sides, a post-cast strip supporting scaffold, a slab form and an independent formwork at the position of the post-cast strip, wherein the post-cast strip supporting scaffold is connected with the integrated project scaffolds on the two sides through short steel pipes, the slab form is arranged above the integrated project scaffolds, the post-cast strip supporting scaffold is arranged below the independent formwork at the position of the post-cast strip, a cleaning hole is formed between the independent formwork at the position of the post-cast strip and the slab form, and movable formworks are arranged on the two sides of the independent formwork at the position of the post-cast strip. The post-cast strip beam formwork supporting structure has the advantages that a joint is airtight, the structural safety and the decoration effect in the later stage are guaranteed, project cost is reduced greatly, and the use effect is good.
Description
Technical field
The utility model relates to a kind of building template support structure, is specially a kind of after-pouring band beam-slab template and installs structure.
Background technology
Ater-casting be in building operations for prevent monolithic reinforced concrete structure due to temperature, shrink uneven issuable harmful cracks, according to design or job specfication requirement, stay in sole plate, wall, beam relevant position and establish temporary construction seam, structure is temporarily divided into some parts, shrink through component inside, after the some time, water again and smash this constuction joint concrete, structure is linked to be to entirety.In the time building, to leave in advance the position of ater-casting, but traditional template support structure is to position, ater-casting bad sealing, like this in the time of concreting, adhesion is caused in the position that concrete is easy to regard to flowing to ater-casting, later stage must not no longer be chiseled the position of ater-casting, wastes time and energy and also wastes material.
Summary of the invention
The utility model, in order to solve the problems such as the easy penetration concrete that exists in ater-casting construction, provides one to water band beam-slab template and has installed structure.
The technical solution of the utility model is, a kind of after-pouring band beam-slab template installs structure, comprise the engineering integral-scaffold of both sides, the support scaffolding of ater-casting, slab form, ater-casting place independence template, the support scaffolding of described ater-casting is connected by short steel pipes with both sides engineering integral-scaffold, engineering integral-scaffold top is slab form, under ater-casting place independence template, it is the support scaffolding of ater-casting, between described ater-casting place independence template and slab form, be provided with clean out, independence template both sides, ater-casting place are provided with traveling formwork.
Like this in watering build floor, concrete on the slab form of both sides is after being paved with, and due to the existence of clean out, the concrete of seepage spills by clean out, can not enter into position, ater-casting along template, thereby avoid position, ater-casting in advance by the situation of filling concrete.
While setting up engineering integral-scaffold system, the support scaffolding of ater-casting is first set up separately, adopts short steel pipes and engineering integral-scaffold to be connected to form an entirety; When engineering integral-scaffold is removed, the short steel pipes connecting is removed, the support scaffolding of ater-casting retains.In the time that position, ater-casting needs concreting, the rubbish of ater-casting is cleaned out from clean out, again traveling formwork is seated in clean out and becomes an integral mold plate with ater-casting place independence template group, in ater-casting, reinforcing bar should adopt steel bar horse-shaped bench control top reinforcement, the position of cushion block control bottom layer of the reinforcing steel, then pouring construction.Ater-casting place beams and slabs after having built is without distortion, the discrepancy in elevation; Without secondary formwork, economy; Be convenient to garbage-cleaning, do not occur that two curb girder concrete flow enter ater-casting and cannot disconnect, the later stage is picked the phenomenon of cutter.It is tight that this device is beneficial to seam, guarantees structural safety and later stage finishing effect.Greatly save project cost, and respond well after using.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model
Fig. 2 is ater-casting place template mounting structure top view
In figure: the support scaffolding of 1-engineering integral-scaffold, 2-short steel pipes, 3-slab form, 4-floor, 5-ater-casting, 6-ater-casting place independence template, 7-floor, 8-slab form, 9-clean out, 10-traveling formwork.
The specific embodiment
As Fig. 1, 2 institutes are illustrated, a kind of after-pouring band beam-slab template installs structure, comprise the engineering integral-scaffold 1 of both sides, the support scaffolding 5 of ater-casting, slab form 3, 8, ater-casting place independence template 6, the support scaffolding 5 of described ater-casting is connected by short steel pipes 2 with both sides engineering integral-scaffold 1, engineering integral-scaffold 1 top is slab form 3, the support scaffolding 5 that ater-casting place independence template is ater-casting 6 times, between described ater-casting place independence template 6 and slab form 3, be provided with clean out 9, independence template 6 both sides, ater-casting place are provided with traveling formwork 10.
Claims (1)
1. an after-pouring band beam-slab template installs structure, it is characterized in that: the engineering integral-scaffold (1) that comprises both sides, the support scaffolding (5) of ater-casting, slab form (3, 8), ater-casting place independence template (6), the support scaffolding (5) of described ater-casting is connected by short steel pipes (2) with both sides engineering integral-scaffolds (1), engineering integral-scaffold (1) top is slab form (3), the lower support scaffolding (5) for ater-casting of ater-casting place independence template (6), between described ater-casting place independence template (6) and slab form (3), be provided with clean out (9), ater-casting place independence template (6) both sides are provided with traveling formwork (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320749479.XU CN203603462U (en) | 2013-11-25 | 2013-11-25 | Post-cast strip beam plate formwork supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320749479.XU CN203603462U (en) | 2013-11-25 | 2013-11-25 | Post-cast strip beam plate formwork supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203603462U true CN203603462U (en) | 2014-05-21 |
Family
ID=50716142
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320749479.XU Expired - Lifetime CN203603462U (en) | 2013-11-25 | 2013-11-25 | Post-cast strip beam plate formwork supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203603462U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979132A (en) * | 2018-08-16 | 2018-12-11 | 中建三局第三建设工程有限责任公司 | Floor post-cast strip template support system |
| CN110965772A (en) * | 2019-11-29 | 2020-04-07 | 中冶天工集团有限公司 | Post-cast strip formwork supporting structure with cleaning opening and supporting method thereof |
| CN112609980A (en) * | 2020-12-18 | 2021-04-06 | 中国建筑第四工程局有限公司 | Construction method of post-cast strip back-jacking aluminum alloy single-column |
-
2013
- 2013-11-25 CN CN201320749479.XU patent/CN203603462U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979132A (en) * | 2018-08-16 | 2018-12-11 | 中建三局第三建设工程有限责任公司 | Floor post-cast strip template support system |
| CN110965772A (en) * | 2019-11-29 | 2020-04-07 | 中冶天工集团有限公司 | Post-cast strip formwork supporting structure with cleaning opening and supporting method thereof |
| CN112609980A (en) * | 2020-12-18 | 2021-04-06 | 中国建筑第四工程局有限公司 | Construction method of post-cast strip back-jacking aluminum alloy single-column |
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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 | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140521 |