CN202627543U - Frame beam main reinforcement fixing device - Google Patents
Frame beam main reinforcement fixing device Download PDFInfo
- Publication number
- CN202627543U CN202627543U CN 201220266518 CN201220266518U CN202627543U CN 202627543 U CN202627543 U CN 202627543U CN 201220266518 CN201220266518 CN 201220266518 CN 201220266518 U CN201220266518 U CN 201220266518U CN 202627543 U CN202627543 U CN 202627543U
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- steel plate
- beam main
- frame beam
- millimeters
- supporting steel
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Abstract
The utility model discloses a frame beam main reinforcement fixing device. The frame beam main reinforcement fixing device is characterized by comprising a transverse supporting steel plate, a longitudinal supporting steel plate and fixing bolts. The longitudinal supporting steel plate is a rectangular steel plate, wherein the thickness of the steel plate is 5 millimeters, the length of the steel plate is 800 millimeters, and the width of the steel plate is 30 millimeters; the transverse supporting steel plate is also a rectangular steel plate, wherein the thickness of the steel plate is 5 millimeters, the width of the steel plate is 30 millimeters, and the length of the steel plate is 4-millimeter shorter than the width of a frame beam; and a sliding groove with a width of 12 millimeters is arranged on the longitudinal supporting steel plate, a sliding groove with a width of 12 millimeters is arranged on the transverse supporting steel plate, and the fixing bolts can penetrate through the sliding grooves. The diameter of each fixing bolt is 10 millimeters, the length of each fixing bolt is 30 millimeters, and each fixing bolt penetrates through one sliding groove of each of the supporting steel plates to fix the supporting steel plates and adjust distance between the supporting steel plates. When the frame beam main reinforcement fixing device is used, frame beam main reinforcements which are placed down are arranged according to a construction drawing, then the well-arranged frame beam main reinforcements are placed in the frame beam main reinforcement fixing device, and positions and distances of the frame beam main reinforcements are fixed. The frame beam main reinforcement fixing device has the advantages of being simple to manufacture, convenient to use, labor-hour saving and attractive in appearance.
Description
Technical field
The utility model belongs to technical field of building construction, is a kind of framework beam main tendon fastening devices specifically, is applied to the fixing of reinforced concrete frame structure construction middle frame beam main tendon position.
Background technology
In the construction of reinforced concrete frame structure; A large amount of Vierendeel girder constructions all are earlier main muscle all to be put Yu Liangdi; After stirrup pierced into, more main muscle is fixed, because construction period master muscle spacing is too small; Cause not having concrete between the main muscle of part and main muscle in the Vierendeel girder, the structural stability in later stage has been stayed hidden danger.Easily main muscle is got wrong in proper order, the phenomenon of doing over again is serious, has wasted a large amount of manual works.
Summary of the invention
The purpose of the utility model is exactly the above-mentioned shortcoming that exists to prior art, and a kind of framework beam main tendon fastening devices is provided, and is not only simple and practical, and can also when satisfying quality requirement, practice thrift man-hour, reduces cost.
The purpose of the utility model realizes like this: framework beam main tendon fastening devices is made up of horizontal, vertical supporting steel plate, set bolt.Vertical supporting steel plate is the rectangular steel plates of thick 5mm, long 800mm, wide 30mm; The cross binding steel plate is thick 5mm, wide 30mm, the length rectangular steel plates than the little 4mm of Vierendeel girder width; Perpendicular, all have the wide chute of 12mm above the cross binding steel plate, be used to fasten and decide bolt.Set bolt is M10 * 30 bolts, is through in the groove of supporting steel plate, is used for fixing supporting steel plate and regulates its spacing.
When using framework beam main tendon fastening devices, with the N+M piece (maximum quantity+1 in N ' vertical supporting steel plate quantity '=Vierendeel girder above and below master's muscle, M ' cross binding steel plate quantity '=framework beam main tendon row number.) framework beam main tendon fastening devices composition one cover, per 3 meters a cover being set along framework beam main tendon direction, the framework beam main tendon that less than is 3 meters long can only be provided with two covers.Earlier good down framework beam main tendon is arranged according to construction drawing, will be arranged good framework beam main tendon again and put into framework beam main tendon fastening devices, Vierendeel girder main reinforce position and spacing are fixed with framework beam main tendon fastening devices.Can use many framings beam main tendon fastening devices, but use two groups of fixed frame beam main tendon two ends at least.After stirrup installs the dismounting of framework beam main tendon fastening devices is got final product.
Compared with prior art, the advantage of the utility model framework beam main tendon fastening devices is: rational in infrastructure, safe and reliable, practiced thrift man-hour, and reduced cost.
Description of drawings
Fig. 1: framework beam main tendon fixture structure figure.
Fig. 2: framework beam main tendon fastening devices is installed and used figure.
Among the figure: 1, vertical supporting steel plate 2, cross binding steel plate 3, chute 4, set bolt 5, framework beam main tendon.
The specific embodiment
For further describing the utility model, the utility model framework beam main tendon fastening devices is further described below in conjunction with accompanying drawing.
As shown in the figure, the utility model framework beam main tendon fastening devices is made up of vertical supporting steel plate (1), cross binding steel plate (2), set bolt (4).Vertical supporting steel plate (1) is the rectangular steel plates of thick 5mm, long 800mm, wide 30mm; Cross binding steel plate (2) is thick 5mm, wide 30mm, the length rectangular steel plates than the little 4mm of Vierendeel girder width; Perpendicular, all have the wide chute of 12mm (3) above the cross binding steel plate, be used to fasten and decide bolt (4).Set bolt (4) is M10 * 30 bolts, is through in the chute (3) of vertical supporting steel plate (1) and cross binding steel plate (2), is used for fixing vertical supporting steel plate (1) and cross binding steel plate (2) and regulates its spacing.
When using framework beam main tendon fastening devices, with the N+M piece (maximum quantity+1 in N ' vertical supporting steel plate quantity '=Vierendeel girder above and below master's muscle, M ' cross binding steel plate quantity '=framework beam main tendon row number.) framework beam main tendon fastening devices composition one cover, per 3 meters a cover being set along framework beam main tendon direction, the framework beam main tendon that less than is 3 meters long can only be provided with two covers.Earlier good down framework beam main tendon (5) is arranged according to construction drawing, will be arranged good framework beam main tendon (5) again and put into framework beam main tendon fastening devices, framework beam main tendon (5) position and spacing are fixed with framework beam main tendon fastening devices.Can use many framings beam main tendon fastening devices, but use two groups of fixed frame beam main tendon two ends at least.After stirrup installs the dismounting of framework beam main tendon fastening devices is got final product.
Claims (1)
1. framework beam main tendon fastening devices; It is characterized in that forming by horizontal, vertical supporting steel plate, set bolt; Vertical supporting steel plate is the rectangular steel plates of thick 5mm, long 800mm, wide 30mm; The cross binding steel plate is thick 5mm, wide 30mm, the length rectangular steel plates than the little 4mm of Vierendeel girder width, and is perpendicular, all have the wide chute of 12mm above the cross binding steel plate, is used to fasten decide bolt; Set bolt is M10 * 30 bolts, is through in the groove of supporting steel plate, is used for fixing supporting steel plate and regulates its spacing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220266518 CN202627543U (en) | 2012-06-07 | 2012-06-07 | Frame beam main reinforcement fixing device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220266518 CN202627543U (en) | 2012-06-07 | 2012-06-07 | Frame beam main reinforcement fixing device |
Publications (1)
Publication Number | Publication Date |
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CN202627543U true CN202627543U (en) | 2012-12-26 |
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ID=47380752
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 201220266518 Expired - Lifetime CN202627543U (en) | 2012-06-07 | 2012-06-07 | Frame beam main reinforcement fixing device |
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Country | Link |
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CN (1) | CN202627543U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105155852A (en) * | 2015-08-18 | 2015-12-16 | 青岛森林金属制品有限公司 | Fixed supporting device |
CN107044208A (en) * | 2017-05-02 | 2017-08-15 | 中国建筑第八工程局有限公司 | Assembly type locating module and construction method for prefabricated wallboard reserved joint bar |
CN110344337A (en) * | 2019-08-08 | 2019-10-18 | 上海城建预制构件有限公司 | A kind of large scale column general operation platform |
-
2012
- 2012-06-07 CN CN 201220266518 patent/CN202627543U/en not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105155852A (en) * | 2015-08-18 | 2015-12-16 | 青岛森林金属制品有限公司 | Fixed supporting device |
CN105155852B (en) * | 2015-08-18 | 2017-08-25 | 青岛森林金属制品有限公司 | Fixed support device |
CN107044208A (en) * | 2017-05-02 | 2017-08-15 | 中国建筑第八工程局有限公司 | Assembly type locating module and construction method for prefabricated wallboard reserved joint bar |
CN107044208B (en) * | 2017-05-02 | 2023-09-01 | 中国建筑第八工程局有限公司 | Assembled positioning module for prefabricated wallboard reserved dowel bars and construction method |
CN110344337A (en) * | 2019-08-08 | 2019-10-18 | 上海城建预制构件有限公司 | A kind of large scale column general operation platform |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term |
Granted publication date: 20121226 |
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CX01 | Expiry of patent term |