CN202925848U - Reinforcement structure for die plates at concrete structure inside corner position - Google Patents
Reinforcement structure for die plates at concrete structure inside corner position Download PDFInfo
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- CN202925848U CN202925848U CN 201220645581 CN201220645581U CN202925848U CN 202925848 U CN202925848 U CN 202925848U CN 201220645581 CN201220645581 CN 201220645581 CN 201220645581 U CN201220645581 U CN 201220645581U CN 202925848 U CN202925848 U CN 202925848U
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- angle steel
- vertical angle
- steel keel
- bolt
- concrete structure
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Abstract
The utility model discloses a reinforcement structure for die plates at a concrete structure inside corner position, which comprises a vertical angle steel keel, wherein the vertical angle steel keel is arranged on an inside corner of two die plates which are connected left and right; an opening of the vertical angle steel keel is outward; one end of the vertical angle steel keel extends out of the die plates, and the other end of the vertical angle steel keel retracts into the die plates; the extension length is less than the retraction length; both sides of the vertical angle steel keel are provided with bolt via holes; both the sides of the vertical angle steel keel are connected with the corresponding die plates by bolts; and the bolts pass through the corresponding bolt via holes. According to the utility model, the two die plates which are connected left and right at the concrete structure inside corner position can be reinforced; forming quality of the concrete structure inside corner position can be ensured; and the reinforcement structure adopts a simple construction process and is low in cost.
Description
Technical field
The utility model relates to the ruggedized construction of the template of joining, and is particularly a kind of for concrete structure internal corner part formwork reinforcement structure.
Background technology
In the template assembly reinforcing process, the loose structure of spelling of template and keel is adopted in fixing of two templates of joining about the concrete structure internal corner part usually.The material number of turnover is few, complicated construction technique, and can not guarantee concrete structure inner corner trim Forming Quality, the meetings such as increase is cut a hole clearly, repairing, concreting produce the input of secondary cost, cause unnecessary waste.
The utility model content
The utility model provides for solving the technical problem that exists in known technology that a kind of this structure can guarantee the Forming Quality of concrete structure internal corner part, and construction technology is simple for concrete structure internal corner part formwork reinforcement structure, and cost is low.
the technical scheme that the utility model is taked for the technical problem that exists in the solution known technology is: a kind of concrete structure internal corner part formwork reinforcement structure, comprise and be arranged on the join opening vertical angle steel keel outwardly at two formwork inside-corner places of left and right, one end of described vertical angle steel keel stretches out outside described template, within the other end is retracted within described template, and extension elongation is less than indentation length, be equipped with bolt through-hole on two limits of described vertical angle steel keel, two limits of described vertical angle steel keel all connect with corresponding described template by bolt, described bolt passes corresponding described bolt through-hole.
Described bolt through-hole is " protruding " font.
Be provided with the angle steel weldment relative with its opening in described vertical angle steel keel.
Advantage and the good effect that the utlity model has are: vertical angle steel keel by bolt-through, and are connected to an integral body with fastening nuts with template, play the effect of reinforcement formwork inside-corner position rigidity, and can guarantee that the inner corner trim Founder of both direction template is straight; Be welded with the angle steel weldment on vertical angle steel keel, make vertical angle steel keel double as square main back cord, make horizontal secondary joist end that the bearing that holds out against the angle steel keel be arranged; Offer " protruding " font bolt hole on the angle steel keel, bolt hole bottom hole can provide the space of level and vertical adjustment when wearing bolt, and the aperture on bolt hole top can guarantee clamping bolt.The utlity model has concrete structure inner corner trim Forming Quality good, use characteristics flexibly; Can improve template system internal corner part rigidity, be applicable to reinforce the template system of any concrete structure vertical member internal corner part, detachable recycling reduces the template loss.The spillage of material that has with respect to the formwork reinforcement structure of conventional concrete structure vertical member internal corner part is large, complex process, the template number of turnover is few, do not have problems such as flexibility, the utility model expense is cheap, can produce obvious economic benefit and social benefit.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the lateral view of Fig. 1;
Fig. 4 is the utility model effect explanation schematic diagram.
In figure: 1, template, 2, formwork edge joint, 3, vertical angle steel keel, 4, the angle steel weldment, 5, weld seam, 6, nut, 7, bolt, 8, bolt through-hole, 9, square main back cord, 10, horizontal secondary joist.
The specific embodiment
For further understanding summary of the invention of the present utility model, Characteristic, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
See also Fig. 1～Fig. 4, a kind of concrete structure internal corner part formwork reinforcement structure, comprise and be arranged on the join opening vertical angle steel keel 3 outwardly at two formwork inside-corner places of left and right, one end of described vertical angle steel keel 3 stretches out outside described template 1, within the other end is retracted within described template 1, and extension elongation is less than indentation length, be equipped with bolt through-hole 8 on two limits of described vertical angle steel keel 3, two limits of described vertical angle steel keel 3 all connect with corresponding described template 1 by bolt 7, and described bolt 7 passes corresponding described bolt through-hole 8.Above-mentioned ruggedized construction makes formwork edge joint 2 be close to vertical angle steel keel 3 inboards, plays the effect that guarantees planeness.
In the present embodiment, described bolt through-hole 8 is " protruding " font.To facilitate the location adjustment of bolt and vertical angle steel keel; Be provided with the angle steel weldment 4 relative with its opening in described vertical angle steel keel 3, angle steel weldment 4 is connected with described vertical angle steel keel 3 by weld seam 5.Be welded with angle steel weldment 4 on vertical angle steel keel 3, can make vertical angle steel keel 3 double as square main back cord 9, can be used as the bearing that horizontal secondary joist 10 holds out against vertical angle steel keel 3.
Job practices of the present utility model:
One) bolt through-hole 8 is opened desired location at vertical angle steel keel 3, opened bolt hole on the desired location of template 1;
Two) angle steel weldment 4 is welded on angle steel keel 3;
Three) wear bolt 7 on template 1, vertical angle steel keel 3 are clamped on bolt 7 by bolt through-hole 8, fastening with nut 6, form a dismountable integral unit on bolt 7.
Four) according to the height of concrete structure, with several said units according to from top to bottom or order from bottom to up be stitched together.The Duan Jun that stretches out of the vertical angle steel keel 3 in each unit is close to formwork inside-corner place in neighbouring unit, neighbouring template is compressed plain.
Although the above is described preferred embodiment of the present utility model by reference to the accompanying drawings; but the utility model is not limited to the above-mentioned specific embodiment; the above-mentioned specific embodiment is only schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; not breaking away from the scope situation that the utility model aim and claim protect, can also make a lot of forms, within these all belong to protection domain of the present utility model.
Claims (3)
1. concrete structure internal corner part formwork reinforcement structure, it is characterized in that, comprise and be arranged on the join opening vertical angle steel keel outwardly at two formwork inside-corner places of left and right, one end of described vertical angle steel keel stretches out outside described template, within the other end is retracted within described template, and extension elongation is less than indentation length, be equipped with bolt through-hole on two limits of described vertical angle steel keel, two limits of described vertical angle steel keel all connect with corresponding described template by bolt, and described bolt passes corresponding described bolt through-hole.
2. concrete structure internal corner part formwork reinforcement structure according to claim 1, is characterized in that, described bolt through-hole is " protruding " font.
3. concrete structure internal corner part formwork reinforcement structure according to claim 1, is characterized in that, is provided with the angle steel weldment relative with its opening in described vertical angle steel keel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220645581 CN202925848U (en) | 2012-11-28 | 2012-11-28 | Reinforcement structure for die plates at concrete structure inside corner position |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220645581 CN202925848U (en) | 2012-11-28 | 2012-11-28 | Reinforcement structure for die plates at concrete structure inside corner position |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202925848U true CN202925848U (en) | 2013-05-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220645581 Expired - Fee Related CN202925848U (en) | 2012-11-28 | 2012-11-28 | Reinforcement structure for die plates at concrete structure inside corner position |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202925848U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103835440A (en) * | 2014-03-21 | 2014-06-04 | 北京工业大学 | Wire-mesh-coated cement mortar plate-concrete combined bearing rectangular column and preparation method thereof |
| CN104912329A (en) * | 2015-06-10 | 2015-09-16 | 昆山征途建筑模架应用技术有限公司 | General vertical beam for high-rise residential building wall post formwork |
| CN106499177A (en) * | 2016-12-09 | 2017-03-15 | 绍兴明煌建材科技有限公司 | The wooden model girth member and its construction method of a kind of post beam and post beam junction |
| CN107386637A (en) * | 2017-07-28 | 2017-11-24 | 中国建筑第二工程局有限公司 | A kind of shear wall negative and positive angle construction mould and operating method |
| CN111502243A (en) * | 2020-04-28 | 2020-08-07 | 无锡锡晟建设有限公司 | Shear wall template punching-free reinforcing structure and construction process |
-
2012
- 2012-11-28 CN CN 201220645581 patent/CN202925848U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103835440A (en) * | 2014-03-21 | 2014-06-04 | 北京工业大学 | Wire-mesh-coated cement mortar plate-concrete combined bearing rectangular column and preparation method thereof |
| CN104912329A (en) * | 2015-06-10 | 2015-09-16 | 昆山征途建筑模架应用技术有限公司 | General vertical beam for high-rise residential building wall post formwork |
| CN106499177A (en) * | 2016-12-09 | 2017-03-15 | 绍兴明煌建材科技有限公司 | The wooden model girth member and its construction method of a kind of post beam and post beam junction |
| CN107386637A (en) * | 2017-07-28 | 2017-11-24 | 中国建筑第二工程局有限公司 | A kind of shear wall negative and positive angle construction mould and operating method |
| CN111502243A (en) * | 2020-04-28 | 2020-08-07 | 无锡锡晟建设有限公司 | Shear wall template punching-free reinforcing structure and construction process |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130508 Termination date: 20131128 |