CN204510793U - Prevent frame column, shear wall rotten template - Google Patents
Prevent frame column, shear wall rotten template Download PDFInfo
- Publication number
- CN204510793U CN204510793U CN201520129220.4U CN201520129220U CN204510793U CN 204510793 U CN204510793 U CN 204510793U CN 201520129220 U CN201520129220 U CN 201520129220U CN 204510793 U CN204510793 U CN 204510793U
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- CN
- China
- Prior art keywords
- subtemplate
- caster
- floor
- shear wall
- frame column
- 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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Abstract
The utility model discloses one and prevent frame column, shear wall rotten template, be made up of every floor, subtemplate, subtemplate raised plate, submodule edges of boards floor, subtemplate end rib plate, pin-and-hole, connection hinge caster, plug hole, master mold edges of boards floor, caster, described caster, master mold edges of boards floor, caster are set together surely every floor; Plug hole is opened on caster; Subtemplate, subtemplate end rib plate, submodule edges of boards floor, subtemplate raised plate are fixedly installed together, and pin-and-hole is opened in caster respectively on floor and subtemplate end rib plate; Subtemplate is arranged on caster by connecting hinge.Of the present utility modelly prevent frame column, shear wall rotten template, caster offers pouring hole, the subtemplate facilitating folding is set, make segmentation concreting become very easy, thus avoid frame column, shear wall rotten situation to occur, frame column, shear wall quality is ensured from source.
Description
Technical field
The utility model relates to building engineering field, and specifically one prevents frame column, shear wall rotten template.
Background technology
When pouring frame post, shear wall concrete, concrete free-falling highly should not exceed regulation and stipulation numerical value.Post is high within 3 meters, directly can build at capital, post high more than 3 meters time should take measures to build with tumbling barrel segmentation, the height of every section must not more than 2 meters.The high situation more than 5-6 rice of post is often run in Practical Project.Certain engineering post is high 5.7 meters, and sky pump is built, and namely pump is from minimum point 5.7 meters, concrete disintegration, causes coarse aggregate below on the high side, and rotten serious; If unrealistic with sleeve pipe, reinforcing bar can not be stretched too much at all.Engineering center trestle, shear wall rotten situation are very general.Constructor takes following measures usually, 1, before concreting, first build the cement mortar of tens cm heights, do so rotten without, but replace concrete by cement mortar, buried very large potential safety hazard to structure; 2, make up with cement mortar high pressure grouting after occurring rotten, buried very large potential safety hazard to structure equally; 3, more only get over floating for rotten portion faces by cement mortar with or without good builder, they think that rotten only have impact on concrete surface perception.Cavity, the discovery had when owner fits up rotten root position can put in arm.Trace it to its cause: in high post, reinforcing bar is too many, and unrealistic with casing section concreting, concrete free-falling is highly excessive, cause coarse aggregate below on the high side, built on stilts.
Utility model content
In order to solve the above-mentioned technical problem existed in prior art, the utility model provides one and prevents frame column, shear wall rotten template, be made up of every floor, subtemplate, subtemplate raised plate, submodule edges of boards floor, subtemplate end rib plate, pin-and-hole, connection hinge caster, plug hole, master mold edges of boards floor, caster, described caster, master mold edges of boards floor, caster are set together surely every floor; Plug hole is opened on caster; Subtemplate, subtemplate end rib plate, submodule edges of boards floor, subtemplate raised plate are fixedly installed together, and pin-and-hole is opened in caster respectively on floor and subtemplate end rib plate; Subtemplate is arranged on caster by connecting hinge.
Further, described submodule edges of boards floor lower end is inclined-plane.
Of the present utility modelly prevent frame column, shear wall rotten template, caster offers pouring hole, the subtemplate facilitating folding is set, make segmentation concreting become very easy, thus avoid frame column, shear wall rotten situation to occur, frame column, shear wall quality is ensured from source.
Accompanying drawing explanation
fig. 1 prevents frame column, shear wall rotten formwork structure schematic diagram;
Fig. 2 is the subtemplate schematic cross-section of this template.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As illustrated in fig. 1 and 2, frame column, the shear wall rotten template that prevent of the present utility model is made up of every floor 4, subtemplate 5, subtemplate raised plate 6, submodule edges of boards floor 7, subtemplate end rib plate 8, pin-and-hole 9, connection hinge 10 caster 1, plug hole 2, master mold edges of boards floor 3, caster, and caster 1, master mold edges of boards floor 3, caster are fixedly installed together every floor 4; Plug hole 2 is opened on caster; Subtemplate 5, subtemplate end rib plate 8, submodule edges of boards floor 7, subtemplate raised plate 6 are fixedly installed together; Pin-and-hole 9 is opened in caster respectively on floor 4 and subtemplate end rib plate 8; By connecting, hinge 10 is hinged to be arranged on caster 1 subtemplate 5; Submodule edges of boards floor 7 lower end is inclined-plane.
Of the present utility modelly prevent frame column, shear wall rotten template using method: when constructional column or shear wall formwork, vertical direction certain altitude place (about 3 meters), horizontal direction certain distance are laid one piece and are prevented frame column, shear wall rotten template (subtemplate and caster pin are combined at ordinary times, conveniently deposit, transport, die-filling, form removal), during concreting, open subtemplate, end section constructional column or shear wall is built by plug hole, after vibration compacting, close subtemplate, build upper part concrete.Because subtemplate raised plate flushes with caster, concrete surface is smooth, is not having in high post engineering, prevents that frame column, shear wall rotten template is the same with common templates to be used.
Claims (2)
1. one kind prevents frame column, shear wall rotten template, be made up of every floor (4), subtemplate (5), subtemplate raised plate (6), submodule edges of boards floor (7), subtemplate end rib plate (8), pin-and-hole (9), connection hinge (10) caster (1), plug hole (2), master mold edges of boards floor (3), caster, it is characterized in that: described caster (1), master mold edges of boards floor (3), caster are fixedly installed together every floor (4); Plug hole (2) is opened on caster; Subtemplate (5), subtemplate end rib plate (8), submodule edges of boards floor (7), subtemplate raised plate (6) are fixedly installed together, and pin-and-hole (9) is opened in caster respectively on floor (4) and subtemplate end rib plate (8); Subtemplate (5) is arranged on caster (1) by connection hinge (10) is hinged.
2. prevent frame column, shear wall rotten template as claimed in claim 1, it is characterized in that: described submodule edges of boards floor (7) lower end is inclined-plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520129220.4U CN204510793U (en) | 2015-03-06 | 2015-03-06 | Prevent frame column, shear wall rotten template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520129220.4U CN204510793U (en) | 2015-03-06 | 2015-03-06 | Prevent frame column, shear wall rotten template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204510793U true CN204510793U (en) | 2015-07-29 |
Family
ID=53708784
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520129220.4U Expired - Fee Related CN204510793U (en) | 2015-03-06 | 2015-03-06 | Prevent frame column, shear wall rotten template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204510793U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111519840A (en) * | 2020-05-08 | 2020-08-11 | 中国电建集团四川工程有限公司 | Pouring method for high and large concrete frame column |
-
2015
- 2015-03-06 CN CN201520129220.4U patent/CN204510793U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111519840A (en) * | 2020-05-08 | 2020-08-11 | 中国电建集团四川工程有限公司 | Pouring method for high and large concrete frame column |
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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: 20150729 Termination date: 20160306 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |