CN204552085U - Formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder - Google Patents
Formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder Download PDFInfo
- Publication number
- CN204552085U CN204552085U CN201520113419.8U CN201520113419U CN204552085U CN 204552085 U CN204552085 U CN 204552085U CN 201520113419 U CN201520113419 U CN 201520113419U CN 204552085 U CN204552085 U CN 204552085U
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- CN
- China
- Prior art keywords
- base plate
- constructional column
- feeding mouth
- column template
- side plate
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- 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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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder, it comprises constructional column template and mould, side constructional column template setting concordant with constructional column top in constructional column template and the constructional column template of opposite side are arranged lower than constructional column top, reserved concrete perfusion hole is surrounded between the constructional column template of opposite side and Vierendeel girder and masonry wall, the feeding mouth base plate that mould comprises haunch place base plate and tilts to be connected with haunch place base plate, right-angled triangle haunched slab base plate side plate is provided with in the both sides of haunch place base plate, the both sides of feeding mouth base plate are provided with feeding mouth side plate, the metope of the masonry wall of haunched slab base plate side plate front end face and reserved concrete perfusion Kong Chu both sides is close to setting, haunched slab base plate and form oblique preformed hole between haunched slab base plate side plate and constructional column.Adopt this structure can ensure constructional column top concrete quality, and hopper Mold Making is simple, can have enough to meet the need use.
Description
Technical field
The utility model relates to formwork concreting structure, and the utility model particularly relates to formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder.
Background technology
In frame structure building, infilled wall length should add constructional column more than 6 meters of centres, due to working procedure restriction, infilled wall be all main body concrete complete after again row build by laying bricks or stones, then concreting constructional column, by the restriction of locus, makes junction concreting at the bottom of constructional column and Vierendeel girder leave one section of gap, can only to fill out with artificial piecemeal plug or floating with mortar, concrete quality herein be can not be guaranteed.
Summary of the invention
The purpose of this utility model is the deficiency overcoming prior art, provides a kind of and can ensure formwork concreting structure in constructional column top at the bottom of the Vierendeel girder of constructional column top concrete quality.
Formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder of the present utility model, it comprises constructional column template and mould, side constructional column template setting concordant with constructional column top in described constructional column template and the constructional column template of opposite side are arranged lower than constructional column top, reserved concrete perfusion hole is surrounded between the constructional column template of opposite side and Vierendeel girder and masonry wall, the feeding mouth base plate that described mould comprises haunch place base plate and tilts to be connected with haunch place base plate, right-angled triangle haunched slab base plate side plate is provided with in the both sides of described haunch place base plate, the both sides of described feeding mouth base plate are provided with feeding mouth side plate, haunched slab base plate side plate rear end and feeding mouth side plate front end are spliced and are linked into an integrated entity, the metope of the masonry wall of described haunched slab base plate side plate front end face and reserved concrete perfusion Kong Chu both sides is close to setting, the constructional column template at base plate lower surface, haunch place and reserving hole place is fixed, haunch place base plate is along inclined direction arranged, haunched slab base plate and form oblique preformed hole between haunched slab base plate side plate and constructional column.
Advantage of the present utility model: constructional column top concrete quality can be ensured, and hopper Mold Making is simple, can have enough to meet the need use.
Accompanying drawing explanation
Fig. 1 is the formwork erecting structure schematic diagram of formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder of the present utility model;
Fig. 2 is the mold use structural representation adopted in the structure shown in Fig. 1;
Fig. 3 is the structural representation of the mould shown in Fig. 2.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in detail.
Formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder of the present utility model as shown in drawings, it comprises constructional column template and mould, side constructional column template setting concordant with constructional column top in described constructional column template and the constructional column template 8 of opposite side are arranged lower than constructional column top, reserved concrete perfusion hole is surrounded between the constructional column template 8 of opposite side and Vierendeel girder 7 and masonry wall 5, the feeding mouth base plate 2 that described mould comprises haunch place base plate 1 and tilts to be connected with haunch place base plate 1, right-angled triangle haunched slab base plate side plate 4 is provided with in the both sides of described haunch place base plate 1, the both sides of described feeding mouth base plate 2 are provided with feeding mouth side plate 3, haunched slab base plate side plate 4 rear end and feeding mouth side plate 3 front end are spliced and are linked into an integrated entity, the metope of the masonry wall 5 of described haunched slab base plate side plate front end face and reserved concrete perfusion Kong Chu both sides is close to setting, the constructional column template at base plate 1 lower surface, haunch place and reserving hole place is fixed, haunch place base plate 1 is along inclined direction arranged, haunched slab base plate 1 and form oblique preformed hole between haunched slab base plate side plate 4 and constructional column.
In Fig. 1, constructional column one side template formwork is to structure capital, and the capital that opposite side template is propped up apart from constructional column 6 is preferably 200mm place, reserves concrete perfusion hole.
The mould shown in installation drawing 3 on preformed hole concrete perfusion hole site, haunched slab base plate side plate 4 front end face and reserved concrete perfusion Kong Chu both sides metope are close to, the constructional column template splicing at base plate 1 lower surface, haunch place and reserving hole place, mould is reinforced, as Fig. 2, haunched slab base plate 1 and form preformed hole between haunched slab base plate side plate 4 and constructional column.
Concrete is placed on mould feeding mouth base plate 2, concrete is filled in constructional column from concrete perfusion hole, after being progressively poured into the capital of constructional column 6, oblique preformed hole inner concrete is also built closely knit.
Remove mould after concrete initial set, the concrete protruding constructional column plane is rejected.
Claims (1)
1. formwork concreting structure in constructional column top at the bottom of a Vierendeel girder, it comprises constructional column template and mould, it is characterized in that: the side constructional column template setting concordant with constructional column top in described constructional column template and the constructional column template of opposite side are arranged lower than constructional column top, reserved concrete perfusion hole is surrounded between the constructional column template of opposite side and Vierendeel girder and masonry wall, the feeding mouth base plate that described mould comprises haunch place base plate and tilts to be connected with haunch place base plate, right-angled triangle haunched slab base plate side plate is provided with in the both sides of described haunch place base plate, the both sides of described feeding mouth base plate are provided with feeding mouth side plate, haunched slab base plate side plate rear end and feeding mouth side plate front end are spliced and are linked into an integrated entity, the metope of the masonry wall of described haunched slab base plate side plate front end face and reserved concrete perfusion Kong Chu both sides is close to setting, the constructional column template at base plate lower surface, haunch place and reserving hole place is fixed, haunch place base plate is along inclined direction arranged, haunched slab base plate and form oblique preformed hole between haunched slab base plate side plate and constructional column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520113419.8U CN204552085U (en) | 2015-02-16 | 2015-02-16 | Formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520113419.8U CN204552085U (en) | 2015-02-16 | 2015-02-16 | Formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204552085U true CN204552085U (en) | 2015-08-12 |
Family
ID=53827214
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520113419.8U Expired - Fee Related CN204552085U (en) | 2015-02-16 | 2015-02-16 | Formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204552085U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284653A (en) * | 2016-09-10 | 2017-01-04 | 广西建工集团第四建筑工程有限责任公司 | The construction method that a kind of balcony construct capital interspaces in advance |
| CN107217845A (en) * | 2017-07-19 | 2017-09-29 | 北京城建七建设工程有限公司 | Core column concrete pours mouth mold tool and pours a mouthful method for shaping |
| CN109113338A (en) * | 2018-09-13 | 2019-01-01 | 中铁十六局集团城市建设发展有限公司 | A kind of tool-type mould bases of constructional column top one-piece casting |
| CN113863663A (en) * | 2021-09-14 | 2021-12-31 | 中国建筑第八工程局有限公司 | Forming template structure for bell mouth of constructional column and construction method thereof |
-
2015
- 2015-02-16 CN CN201520113419.8U patent/CN204552085U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284653A (en) * | 2016-09-10 | 2017-01-04 | 广西建工集团第四建筑工程有限责任公司 | The construction method that a kind of balcony construct capital interspaces in advance |
| CN106284653B (en) * | 2016-09-10 | 2018-09-21 | 广西建工集团第四建筑工程有限责任公司 | A kind of construction method that balcony construct capital interspaces in advance |
| CN107217845A (en) * | 2017-07-19 | 2017-09-29 | 北京城建七建设工程有限公司 | Core column concrete pours mouth mold tool and pours a mouthful method for shaping |
| CN109113338A (en) * | 2018-09-13 | 2019-01-01 | 中铁十六局集团城市建设发展有限公司 | A kind of tool-type mould bases of constructional column top one-piece casting |
| CN109113338B (en) * | 2018-09-13 | 2024-03-19 | 中铁十六局集团城市建设发展有限公司 | Tool type die carrier for integrally pouring top of constructional column |
| CN113863663A (en) * | 2021-09-14 | 2021-12-31 | 中国建筑第八工程局有限公司 | Forming template structure for bell mouth of constructional column and construction method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150812 Termination date: 20200216 |