CN201943346U - Template reinforcing fixture for column beam concrete member formwork - Google Patents
Template reinforcing fixture for column beam concrete member formwork Download PDFInfo
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- CN201943346U CN201943346U CN2010206179760U CN201020617976U CN201943346U CN 201943346 U CN201943346 U CN 201943346U CN 2010206179760 U CN2010206179760 U CN 2010206179760U CN 201020617976 U CN201020617976 U CN 201020617976U CN 201943346 U CN201943346 U CN 201943346U
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Abstract
The utility model provides a template reinforcing fixture for a column beam concrete member formwork, which belongs to the fixture field. The utility model is characterized in that the template reinforcing fixture for a column beam concrete member formwork is mainly composed of a clamping rod and a clamping head. The clamping rod is a long rod with a rectangular cross section and a left end provided with an underneath type hook head. The hook head on the left end of the clamping rod is of a reaping hook shape. A cambered surface of the hook head is bent leftwards. The lower end section of the hook head is a longitudinally planar section. The clamping rod body is slidingly provided with the clamping head. The upper section and the lower section of the clamping head are both longitudinally planar sections while the middle section is a cambered section with a cambered surface bent rightwards. A wide plane on the upper section of the clamping head is provided with a lateral rectangular through hole. The clamping rod body is inserted into the rectangular through hole on the clamping head which is in sliding cooperation with the clamping rod and can perform lateral movements. By hitting the clamping head towards the hook head direction through a small hammer until the clamping head is clamped, the templates on the two sides are then fixed. The template reinforcing fixture for a column beam concrete member formwork has the advantages of convenient use, reliability, maintaining easiness, capability of repeated use and formwork cost decrease.
Description
Technical field
The utility model belongs to jig, especially relates to a kind of formwork reinforcement jig of concrete component.
Background technology
Existing post beam concrete component, in construction during formwork, the method of formwork reinforcement normally adopts screw rod reinforcing method and the Gu Quan method of jumping a queue, circle that iron wire commonly used, wooden strut, reinforcing bar bend and the jig made from angle steel, steel pipe weldering fix, above-mentioned job practices, what have will consume a large amount of nails, also can damage timber, cause waste, steel pipe, fastener that the needs lease that has is a large amount of, cost is big, and the number of turnover is few, and versatility is poor, and keeping is inconvenient, often make speed of application slow, not only influence the duration but also increased construction cost.
Summary of the invention
The purpose of this utility model provides a kind of post beam concrete component formwork formwork reinforcement jig, and is not only easy to use, is easy to keeping, goes back highly versatile, improves the speed and the quality of post beam concrete component construction formwork, reduces construction cost effectively.
The purpose of this utility model is achieved like this, a kind of post beam concrete component formwork formwork reinforcement jig, it is characterized in that this post beam concrete component formwork mainly is made up of kelly and dop with formwork reinforcement jig, this kelly is that left end has underneath type gib head and the rectangular stock of cross section, this kelly can form with the simmering and bending of rectangle band steel, the gib head of this kelly left end is sickleshaped, the cambered surface of this gib head is bent left and the lower end section is the facade section, dop is slidingly installed on the shaft of this kelly, the epimere of this dop and hypomere are the facade section, and the stage casing is the cambered surface segmental arc curved towards the right side, this dop can adopt track forging system to form, and it is narrow that the left and right side of this dop is the wide and middle hypomere of epimere, about on wide of the epimere of dop, offering to rectangular through-hole, the rectangle shaft of rectangular through-hole on this dop and kelly is slidingly matched, and the shaft of kelly is installed in the rectangular through-hole on the dop, and dop can be made move left and right.
When post beam concrete component construction formwork, the gib head of kelly left end is hooked the lumps of wood of post beam one side template, and dop is blocked the lumps of wood of post beam opposite side template, knock dop with hand hammer to the gib head direction then, make jig strike tighter and tighter, up to chucking, two side templates are fixed,, had self-lock ability because the slit is very little between rectangular opening on the dop and the kelly shaft, be enough to prop up the tension force that the stressed back of template produces, easy to use, reliable, and after the dismounting of this jig, be easy to keeping, reusable, reduced the formwork cost.
The post beam concrete component formwork formwork reinforcement jig that the utility model proposed, simple in structure, easy to use and reliable, be easy to keeping, reusable, reduced the formwork cost.
Now in conjunction with the accompanying drawings and embodiments the post beam concrete component formwork that the utility model proposed is further described with the formwork reinforcement jig.
Description of drawings
To be the post beam concrete component formwork that proposes of the utility model look schematic diagram with the master of formwork reinforcement jig to Fig. 1.
Among Fig. 1:
1, kelly 2, dop 3, gib head.
The specific embodiment
As can be seen from Figure 1: a kind of post beam concrete component formwork formwork reinforcement jig, it is characterized in that this post beam concrete component formwork mainly is made up of kelly 1 and dop 2 with formwork reinforcement jig, this kelly 1 has underneath type gib head 3 and the rectangular stock of cross section for left end, this kelly 1 can form with the simmering and bending of rectangle band steel, the gib head 3 of this kelly 1 left end is sickleshaped, the cambered surface of this gib head 3 is bent left and the lower end section is the facade section, dop 2 is slidingly installed on the shaft of this kelly 1, the epimere of this dop 2 and hypomere are the facade section, and the stage casing is the cambered surface segmental arc curved towards the right side, this dop 2 can adopt track forging system to form, and it is narrow that the left and right side of this dop 2 is the wide and middle hypomere of epimere, about on wide of the epimere of dop 2, offering to rectangular through-hole, the rectangular through-hole on this dop 2 and the rectangle shaft of kelly 1 are slidingly matched, the shaft of kelly 1 is installed in the rectangular through-hole on the dop 2, and dop 2 can be made move left and right.
When post beam concrete component construction formwork, the gib head 3 of kelly 1 left end is hooked the lumps of wood of post beam one side template, and dop 2 is blocked the lumps of wood of post beam opposite side template, knock dop 2 with hand hammer to the direction of gib head 3 then, make jig strike tighter and tighter, up to chucking, two side templates are fixed,, had self-lock ability because the slit is very little between the rectangular opening of dop 2 and kelly 1 shaft, be enough to prop up the tension force that the stressed back of template produces, easy to use, reliable, and after the dismounting of this jig, be easy to keeping, reusable, reduced the formwork cost.
Claims (3)
1. post beam concrete component formwork formwork reinforcement jig, it is characterized in that this post beam concrete component formwork mainly is made up of kelly (1) and dop (2) with formwork reinforcement jig, this kelly (1) has underneath type gib head (3) and the rectangular stock of cross section for left end, the gib head (3) of this kelly (1) left end is sickleshaped, the cambered surface of this gib head (3) is bent left and the lower end section is the facade section, dop (2) is slidingly installed on the shaft of this kelly (1), the epimere and the hypomere of this dop (2) are the facade section, and the stage casing is the cambered surface segmental arc curved towards the right side, and it is narrow that the left and right side of this dop (2) is the wide and middle hypomere of epimere, about on wide of the epimere of dop (2), offering to rectangular through-hole, be installed on the shaft of kelly (1) in the rectangular through-hole on the dop (2) and be slidingly matched.
2. post beam concrete component formwork formwork reinforcement jig according to claim 1 is characterized in that this kelly (1) forms with the simmering and bending of rectangle band steel.
3. post beam concrete component formwork formwork reinforcement jig according to claim 1 is characterized in that this dop (2) adopts track forging system to form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206179760U CN201943346U (en) | 2010-11-22 | 2010-11-22 | Template reinforcing fixture for column beam concrete member formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206179760U CN201943346U (en) | 2010-11-22 | 2010-11-22 | Template reinforcing fixture for column beam concrete member formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201943346U true CN201943346U (en) | 2011-08-24 |
Family
ID=44470695
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206179760U Expired - Fee Related CN201943346U (en) | 2010-11-22 | 2010-11-22 | Template reinforcing fixture for column beam concrete member formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201943346U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831921A (en) * | 2015-02-09 | 2015-08-12 | 新八建设集团有限公司 | Ring-shaped hoop used for fixing concrete square column molding plate without opposite-pull rods required |
-
2010
- 2010-11-22 CN CN2010206179760U patent/CN201943346U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831921A (en) * | 2015-02-09 | 2015-08-12 | 新八建设集团有限公司 | Ring-shaped hoop used for fixing concrete square column molding plate without opposite-pull rods required |
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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: 20110824 Termination date: 20151122 |
|
| EXPY | Termination of patent right or utility model |