CN202530754U - Floor post-cast strip template structure - Google Patents
Floor post-cast strip template structure Download PDFInfo
- Publication number
- CN202530754U CN202530754U CN201220127987XU CN201220127987U CN202530754U CN 202530754 U CN202530754 U CN 202530754U CN 201220127987X U CN201220127987X U CN 201220127987XU CN 201220127987 U CN201220127987 U CN 201220127987U CN 202530754 U CN202530754 U CN 202530754U
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- keels
- width
- cast strip
- centimeters
- vertical rod
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Abstract
The utility model discloses a floor post-cast strip template structure which is characterized by comprising plywood, secondary keels, primary keels, an adjustable bracket, vertical rods, transverse rods and sole timbers. According to a floor post-cast strip template, the plywood with the thickness of 15-20 millimeters is adopted, the secondary keels are arranged under the plywood, the height of the secondary keels is 10 centimeters, and the width of the secondary keels is 8 centimeters. The primary keels are disposed under the secondary keels, the height and the width of the primary keels are all 10 centimeters, distance between the primary keels is 30-40 centimeters, and the adjustable bracket is arranged under the primary keels and supported on the vertical rods. The vertical rods are connected with each other through the transverse rods, the step pitch of the transverse rods is 1.2 meters, the sole timbers are arranged under the vertical rods, the length and the height of the sole timbers are all 40 centimeters, and the thickness of the sole timbers is 8-12 millimeters. The floor post-cast strip template structure is simple and practical.
Description
Technical field
The utility model relates to a kind of floor alter-pouring strips mould plate structure, is applicable to the structure field.
Background technology
When concrete structure construction; Stay and establish the ater-casting and can discharge effectively by concrete shrinkage and concrete structure restraint stress that foundation settlement produced; Thereby avoid or reduced concrete structural cracks, this mature technology has been designed personnel and has been widely used as dealing with complicated plane structure and super-long structural treatment measures.How to carry out alter-pouring strips mould plate peace and tear the requirement that could satisfy the ater-casting concrete construction open, reaching the structure treatment effect that designing institute will reach is the problem that runs in the engineering practice.
The utility model content
The technical problem that the utility model solves provides a kind of floor alter-pouring strips mould plate structure, solves traditional alter-pouring strips mould plate and supports unstable problem.
The utility model comprises veneer, secondary joist, main joist, adjustable bracket, vertical rod, cross bar, chock.Below the floor alter-pouring strips mould plate employing 15～20mm veneer, veneer secondary joist is set, the secondary joist height is 10cm, and width is 8cm; Main joist is set below the secondary joist, and main joist height and width are 10cm, and spacing is 30～40cm, adjustable bracket are set below the main joist; Adjustable bracket is supported in the vertical rod, connects with cross bar between the vertical rod, and the cross bar step pitch is 1.2m; Chock is set below the vertical rod, and chock length and width are 40cm, and thickness is 8～12mm.
The utility model is simple and practical.
Description of drawings
Fig. 1 floor alter-pouring strips mould plate organigram.
Reference numeral: 1, veneer, 2, secondary joist, 3, main joist, 4, adjustable bracket, 5, vertical rod, 6, cross bar, 7, chock.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is a floor alter-pouring strips mould plate organigram.The utility model comprises veneer 1, secondary joist 2, main joist 3, adjustable bracket 4, vertical rod 5, cross bar 6, chock 7.Below the floor alter-pouring strips mould plate employing 15mm veneer 1, veneer 1 secondary joist 2 is set, secondary joist 2 highly is 10cm, and width is 8cm; Main joist 3 is set below the secondary joist 2, and main joist 3 height and width are 10cm, and spacing is 30cm, adjustable bracket 4 are set below the main joist 3; Adjustable bracket 4 is supported in the vertical rod 5, connects with cross bar 6 between the vertical rod 5, and cross bar 6 step pitches are 1.2m; Chock 7 is set below the vertical rod 5, and chock 7 length and width are 40cm, and thickness is 10mm.
Claims (1)
1. floor alter-pouring strips mould plate structure is characterized in that comprising veneer, secondary joist, main joist, adjustable bracket, vertical rod, cross bar, chock, and the floor alter-pouring strips mould plate adopts 15～20mm veneer, secondary joist is set below the veneer; The secondary joist height is 10cm, and width is 8cm, main joist is set below the secondary joist; Main joist height and width are 10cm, and spacing is 30～40cm, adjustable bracket are set below the main joist; Adjustable bracket is supported in the vertical rod, connects with cross bar between the vertical rod, and the cross bar step pitch is 1.2m; Chock is set below the vertical rod, and chock length and width are 40cm, and thickness is 8～12mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220127987XU CN202530754U (en) | 2012-03-20 | 2012-03-20 | Floor post-cast strip template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220127987XU CN202530754U (en) | 2012-03-20 | 2012-03-20 | Floor post-cast strip template structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202530754U true CN202530754U (en) | 2012-11-14 |
Family
ID=47131948
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220127987XU Expired - Fee Related CN202530754U (en) | 2012-03-20 | 2012-03-20 | Floor post-cast strip template structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202530754U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967273A (en) * | 2014-04-16 | 2014-08-06 | 云南昆钢钢结构有限公司 | Concrete formwork supporting device for floor slab concreting |
| CN104831756A (en) * | 2015-05-20 | 2015-08-12 | 山东三箭建设工程管理有限公司 | Formwork jacking tool for constructing post-cast strip of cast-in-place slab and formwork supporting construction method |
| CN105544965A (en) * | 2016-01-21 | 2016-05-04 | 中建八局第三建设有限公司 | Secondary pouring construction device for small structure hole |
| CN107905266A (en) * | 2017-10-27 | 2018-04-13 | 中国十七冶集团有限公司 | A kind of skyscraper main building podium alter-pouring strips mould plate independence support system |
| CN109113192A (en) * | 2018-08-24 | 2019-01-01 | 宁波建工工程集团有限公司 | It is a kind of can bidirectional modulation assembled superimposed sheet seam mortar leakage prevention plugging device |
| CN110306788A (en) * | 2019-06-29 | 2019-10-08 | 中国二十二冶集团有限公司 | Roof board post poured band bottom formwork erecting structure and its construction method |
| CN111663770A (en) * | 2020-05-12 | 2020-09-15 | 中铁十六局集团城市建设发展有限公司 | Quick and easy combination and shaping mold for post-cast strip of cast-in-place slab and construction method of quick and easy combination and shaping mold |
-
2012
- 2012-03-20 CN CN201220127987XU patent/CN202530754U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967273A (en) * | 2014-04-16 | 2014-08-06 | 云南昆钢钢结构有限公司 | Concrete formwork supporting device for floor slab concreting |
| CN104831756A (en) * | 2015-05-20 | 2015-08-12 | 山东三箭建设工程管理有限公司 | Formwork jacking tool for constructing post-cast strip of cast-in-place slab and formwork supporting construction method |
| CN105544965A (en) * | 2016-01-21 | 2016-05-04 | 中建八局第三建设有限公司 | Secondary pouring construction device for small structure hole |
| CN107905266A (en) * | 2017-10-27 | 2018-04-13 | 中国十七冶集团有限公司 | A kind of skyscraper main building podium alter-pouring strips mould plate independence support system |
| CN109113192A (en) * | 2018-08-24 | 2019-01-01 | 宁波建工工程集团有限公司 | It is a kind of can bidirectional modulation assembled superimposed sheet seam mortar leakage prevention plugging device |
| CN110306788A (en) * | 2019-06-29 | 2019-10-08 | 中国二十二冶集团有限公司 | Roof board post poured band bottom formwork erecting structure and its construction method |
| CN111663770A (en) * | 2020-05-12 | 2020-09-15 | 中铁十六局集团城市建设发展有限公司 | Quick and easy combination and shaping mold for post-cast strip of cast-in-place slab and construction method of quick and easy combination and shaping mold |
| CN111663770B (en) * | 2020-05-12 | 2021-11-16 | 中铁十六局集团城市建设发展有限公司 | Quick and easy combination and shaping mold for post-cast strip of cast-in-place slab and construction method of quick and easy combination and shaping mold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325000 No. 26 West Tong Road, Wenzhou District, Ouhai, Zhejiang Patentee after: Ye Xiaocha Address before: Yandang town Yueqing city Zhejiang province 325604 city of Wenzhou Village Patentee before: Ye Xiaocha |
|
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325603, No. 23, Hing Tung Road, golden furnace Village, North white elephant Town, Yueqing, Zhejiang Patentee after: Ye Xiaocha Address before: 325000 No. 26 West Tong Road, Wenzhou District, Ouhai, Zhejiang Patentee before: Ye Xiaocha |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121114 Termination date: 20130320 |