CN205348768U - Full adaptive type fixture device of adjustable combination formula - Google Patents
Full adaptive type fixture device of adjustable combination formula Download PDFInfo
- Publication number
- CN205348768U CN205348768U CN201521116813.3U CN201521116813U CN205348768U CN 205348768 U CN205348768 U CN 205348768U CN 201521116813 U CN201521116813 U CN 201521116813U CN 205348768 U CN205348768 U CN 205348768U
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- steel pipe
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Abstract
The utility model relates to the field of building -construction, especially formwork engineering's reinforcement. A full adaptive type fixture device of adjustable combination formula is proposed, including form two L shaped steel pipe and split bolt by square pipe welding, overcoat L shaped steel pipe cup joints into the U type mutually with the horizontal pipe of endotheca L shaped steel pipe, but is provided with the solid device of tightening on the horizontal pipe of overcoat L shaped steel pipe, is provided with a plurality of right bolt holes on vertical pipe that two L shaped steel was managed, the bolt hole has at least a pair ofly and split bolt be assembled between/be connected between. The utility model discloses a full adaptive type fixture device of adjustable combination formula, can be adjusted freely centre gripping width and turnover are used, are connected with the roof beam through increasing split bolt, have solved to arouse closed not sternly because of the aversion of beam mold board, warpage, deformation. The utility model discloses simple structure, convenient to use sparingly ann's time of tearing open and artifical connection, with low costs, sturdy and durable, have solved in many engineerings unsolved regularization component reinforcement still difficult problem.
Description
Technical field
This utility model relates to the realm of building construction, particularly the reinforcing of form work engineering.
Background technology
Non-type formwork reinforcement engineering is commonly used in building at home, formwork reinforcement method is respectively arranged with difference, at present, canalization formwork reinforcement engineering such as large form, aluminum dipping form, steel wood coagulation template are still in the initial development stage, experience but without a set of maturation can utilize, and many details of canalization formwork reinforcement also need to perfect further.
Single seeing from beam formwork reinforcement breaks away from the reinforcing mode using tradition as " step fastener " not yet at present, use step fastener formwork reinforcement technique can produce unavoidably to get loose in concrete vibrating process, and it is few to have enough to meet the need access times, easy loss, this will make beam forms construction the problem such as quality and cost waste occur.Therefore, using tradition reinforcing modes such as " step fasteners " for substituting to greatest extent and avoiding, the reinforcing succedaneum finding its canalization is problem demanding prompt solution.
Summary of the invention
The purpose of this utility model is to overcome above-mentioned not enough problem, thering is provided a kind of full epharmone grip device of scalable combination type, freely adjustable turnover uses, and connects reliably, not easily drops, and processing is simple, it is durable to facilitate, and solves in the still unsolved canalization beam die plate reinforcing difficult problem of many engineerings.
This utility model be the technical scheme is that a kind of full epharmone grip device of scalable combination type for achieving the above object, including be welded by square steel tube two L-type steel pipes and split bolt, the transverse pipe of overcoat L-type steel pipe and inner sleeve L-type steel pipe is socketed into mutually U-shaped, the transverse pipe of overcoat L-type steel pipe is provided with adjustable fastening arrangement, being provided with the bolt hole of some pairs on the longitudinal pipe of two L-type steel pipes, described bolt hole has at least a pair and split bolt assembly connection.
The inner corner trim place of described L-type steel pipe is welded with band steel, and in the transverse pipe being welded in L-type steel pipe of band steel, another side is welded on the longitudinal pipe of L-type steel pipe.
Described adjustable fastening arrangement is adjustable fastening screw.
Described bolt hole is uniform intervals distribution on the longitudinal pipe of L-type steel pipe.
Described split bolt is M12 split bolt, and bolt hole is M14 bolt hole.
Described overcoat L-type steel pipe is that the square steel tube adopting 40mm × 40mm × 2mm is welded, and inner sleeve L-type steel pipe is that the square steel tube adopting 30mm × 30mm × 2mm is welded.
The full epharmone grip device of scalable combination type of the present utility model, beam suitable in Multiple Type specification, fixture is adopted the inner sleeve L-type steel pipe that the overcoat L-type steel pipe being welded by 40*40*2mm square steel tube is welded by 30*30*2mm square steel tube with another root to be connected by scalable fastening screw and forms entirety, by two L-type steel pipes by mutually socket alignment jig size, then reinforce with M12 split bolt and can realize the clamping to side template and reinforce.The angle of L-type steel pipe adopts band steel welding, it is possible to increase the rigidity of fixture, it is prevented that fixture torsional deformation.
The full epharmone grip device of scalable combination type of the present utility model, freely adjustable gripping width also has enough to meet the need use, is connected with beam by increasing split bolt, solves because of bad sealing caused by beam forms displacement, warpage, deformation.This utility model simple in construction, easy to use, compare with traditional reinforcing mode of primary and secondary skeletal frame, save peace and tear the time open and artificial connect；This utility model adopts the gadgets such as square steel tube, split bolt, band steel, adjustable screw and on-the-spot waste and scrap, leftover pieces to make, and cost is low, sturdy and durable, solves in the still unsolved canalization strengthening member difficult problem of many engineerings.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Fig. 2 is that this utility model is not more than the use state diagram in the fine strain of millet template construction of 600mm in deck-molding；
The use state diagram that Fig. 3 is this utility model in the deck-molding fine strain of millet template construction more than 600mm.
In figure: 1-overcoat L-type steel pipe, 2-inner sleeve L-type steel pipe, 3-is adjustable fastening screw, 4-band steel, 5-bolt hole, 6-split bolt, 7-flitch, 8-wood glue plate.
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is described in detail.
The full epharmone grip device of scalable combination type as shown in Figure 1, including split bolt 6 and the overcoat L-type steel pipe 1 being welded by square steel tube and inner sleeve L-type steel pipe 2, wherein overcoat L-type steel pipe 1 is that the square steel tube adopting 40mm × 40mm × 2mm is welded, and inner sleeve L-type steel pipe is that the square steel tube adopting 30mm × 30mm × 2mm is welded.The transverse pipe of overcoat L-type steel pipe 1 and inner sleeve L-type steel pipe 2 is socketed mutually and forms U-shaped fixture, the transverse pipe of overcoat L-type steel pipe 1 is wherein provided with adjustable fastening screw 3, adjustable fastening screw 3 is for by overcoat L-type steel pipe 1 and the fixing connection of inner sleeve L-type steel pipe 2, on the longitudinal pipe of overcoat L-type steel pipe 1 and inner sleeve L-type steel pipe 2, uniform intervals has three pairs of M14 bolts hole 5 for penetrating M12 split bolt 6, pair of bolts hole 5 and split bolt 6 assembly connection of bottom, for fastening clips device.The inner corner trim place of overcoat L-type steel pipe 1 and inner sleeve L-type steel pipe 2 is welded with band steel 4, and in the transverse pipe being welded in L-type steel pipe of band steel 4, another side is welded on the longitudinal pipe of L-type steel pipe.
When deck-molding is less (deck-molding is not more than 600mm), as shown in Figure 2, the socket length of the scalable combination type full epharmone grip device width adjusting overcoat L-type steel pipe 1 according to fine strain of millet and inner sleeve L-type steel pipe 2, adjustable fastening screw 3 is tightened after completing by adjustment, and the split bolt 6 of fixture is fastened, complete the reinforcing of beam and wood glue plate 8 and flitch 7.When deck-molding is not more than 600mm, split bolt need not be worn when beam die plate reinforcing at the middle part of fine strain of millet and reinforce, it is only necessary to fixture, template side form be clamped, for preventing fixture from coming off available iron nail by pressing from both sides ambilateral bolt hole nail on flitch.
As shown in Figure 3, when deck-molding is more than 600mm, needing to add the longitudinal pipe length of lazy-tongs overcoat L-type steel pipe and inner sleeve L-type steel pipe according to deck-molding, the full epharmone fixture of scalable combination type is installed after fixing, then penetrates split bolt in beam centre position and carry out the reinforcing of side template.
Claims (6)
1. the full epharmone grip device of scalable combination type, it is characterized in that: include being welded by square steel tube two L-type steel pipes and split bolt, the transverse pipe of overcoat L-type steel pipe and inner sleeve L-type steel pipe is socketed into mutually U-shaped, the transverse pipe of overcoat L-type steel pipe is provided with adjustable fastening arrangement, being provided with some to bolt hole on the longitudinal pipe of two L-type steel pipes, described bolt hole has at least a pair and split bolt assembly connection.
2. the full epharmone grip device of scalable combination type according to claim 1, is characterized in that: the inner corner trim place of described L-type steel pipe is welded with band steel, and in the transverse pipe being welded in L-type steel pipe of band steel, another side is welded on the longitudinal pipe of L-type steel pipe.
3. the full epharmone grip device of scalable combination type according to claim 1 and 2, is characterized in that: described adjustable fastening arrangement is adjustable fastening screw.
4. the full epharmone grip device of scalable combination type according to claim 1 and 2, is characterized in that: described bolt hole is uniform intervals distribution on the longitudinal pipe of L-type steel pipe.
5. the full epharmone grip device of scalable combination type according to claim 1 and 2, is characterized in that: described split bolt is M12 split bolt, and bolt hole is M14 bolt hole.
6. the full epharmone grip device of scalable combination type according to claim 1 and 2, it is characterized in that: described overcoat L-type steel pipe is that the square steel tube adopting 40mm × 40mm × 2mm is welded, inner sleeve L-type steel pipe is that the square steel tube adopting 30mm × 30mm × 2mm is welded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521116813.3U CN205348768U (en) | 2015-12-30 | 2015-12-30 | Full adaptive type fixture device of adjustable combination formula |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521116813.3U CN205348768U (en) | 2015-12-30 | 2015-12-30 | Full adaptive type fixture device of adjustable combination formula |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205348768U true CN205348768U (en) | 2016-06-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521116813.3U Expired - Fee Related CN205348768U (en) | 2015-12-30 | 2015-12-30 | Full adaptive type fixture device of adjustable combination formula |
Country Status (1)
| Country | Link |
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| CN (1) | CN205348768U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284995A (en) * | 2016-09-22 | 2017-01-04 | 中建八局第四建设有限公司 | A kind of clamp device for reinforcing template |
| CN106481073A (en) * | 2016-11-04 | 2017-03-08 | 成都森钰泓绿化工程有限公司 | A kind of adjustable template of simply supported beam cross-sectional width |
| CN108661318A (en) * | 2017-03-31 | 2018-10-16 | 上海宝冶集团有限公司 | Beam formwork clamp and its reinforcement means |
| CN109025273A (en) * | 2018-07-30 | 2018-12-18 | 北京首钢建设集团有限公司 | A kind of concrete beam mould board fixing clamp construction method |
| CN109256736A (en) * | 2018-09-14 | 2019-01-22 | 中国冶集团有限公司 | A kind of wire box built-in process and positioning device |
| CN110005194A (en) * | 2019-04-19 | 2019-07-12 | 中铁十六局集团城市建设发展有限公司 | A kind of substitution wears the form clamp of mould split bolt and step fastener reinforcing |
| CN110593559A (en) * | 2019-09-02 | 2019-12-20 | 中冶天工集团天津有限公司 | Concrete beam formwork supporting device and construction process thereof |
-
2015
- 2015-12-30 CN CN201521116813.3U patent/CN205348768U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284995A (en) * | 2016-09-22 | 2017-01-04 | 中建八局第四建设有限公司 | A kind of clamp device for reinforcing template |
| CN106284995B (en) * | 2016-09-22 | 2019-02-12 | 中建八局第四建设有限公司 | A kind of clamp device for reinforcing template |
| CN106481073A (en) * | 2016-11-04 | 2017-03-08 | 成都森钰泓绿化工程有限公司 | A kind of adjustable template of simply supported beam cross-sectional width |
| CN108661318A (en) * | 2017-03-31 | 2018-10-16 | 上海宝冶集团有限公司 | Beam formwork clamp and its reinforcement means |
| CN109025273A (en) * | 2018-07-30 | 2018-12-18 | 北京首钢建设集团有限公司 | A kind of concrete beam mould board fixing clamp construction method |
| CN109256736A (en) * | 2018-09-14 | 2019-01-22 | 中国冶集团有限公司 | A kind of wire box built-in process and positioning device |
| CN110005194A (en) * | 2019-04-19 | 2019-07-12 | 中铁十六局集团城市建设发展有限公司 | A kind of substitution wears the form clamp of mould split bolt and step fastener reinforcing |
| CN110593559A (en) * | 2019-09-02 | 2019-12-20 | 中冶天工集团天津有限公司 | Concrete beam formwork supporting device and construction process 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 |
Granted publication date: 20160629 Termination date: 20201230 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |