CN214302873U - Adjustable beam side form internal corner reinforcing system - Google Patents
Adjustable beam side form internal corner reinforcing system Download PDFInfo
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- CN214302873U CN214302873U CN202120116313.9U CN202120116313U CN214302873U CN 214302873 U CN214302873 U CN 214302873U CN 202120116313 U CN202120116313 U CN 202120116313U CN 214302873 U CN214302873 U CN 214302873U
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- corner reinforcing
- internal corner
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Abstract
The utility model relates to an adjustable beam side form internal corner reinforcing system, which comprises an internal corner reinforcing frame, a vertical back edge and a split component for locking and fixing two opposite side internal corner reinforcing frames; the reentrant corner reinforcing frame is isosceles trapezoid frame, and two waist inclined planes mutually perpendicular of isosceles trapezoid frame are equipped with two upper and lower interval distribution's adjustment tank on each waist inclined plane, and each adjustment tank extends along the horizontal direction. An object of the utility model is to provide a roof beam side form reentrant corner reinforcing system with adjustable, its convenient construction, and repeatedly usable. The utility model has the advantages that: the internal corner reinforcing frame of the utility model is an isosceles trapezoid frame, the inclined plane of the waist part can be respectively supported on the internal corner template, and the two parallel edges of the isosceles trapezoid frame are used for reinforcing, thus improving the overall stability; in addition, the waist inclined plane of the isosceles trapezoid frame is provided with two adjusting grooves which are distributed at intervals up and down, so that the space between the oppositely-pulling screw rods can be freely adjusted, and the construction operation is convenient.
Description
Technical Field
The utility model relates to a construction field, especially a roof beam side form reentrant corner reinforcing system with adjustable.
Background
In various buildings such as houses, office buildings, schools, hospitals and the like, structural design determines that each floor can be basically provided with structural members such as beam plates and columns, reinforcing steel bars are bound at all beam and column nodes and beam nodes in the construction process, then templates are arranged, concrete can be poured at last, and after the concrete is maintained in place, the templates are removed to form a complete structural support system.
The prior method for reinforcing the beam side mold comprises the following steps: the supporting pieces (steel pipes, square timbers, jacking supports and the like) are directly connected with supporting systems (bowl buckling frames, steel pipe frames, disc buckling frames and the like) or are symmetrically reinforced through fasteners (oppositely pulling screw rods, step tightening and the like). The defects are as follows:
1. the support is generally temporary support in a mode of directly connecting the support and the support system, does not meet the standard requirement of the support frame system, is difficult to control the support effect, and is easy to loosen and fall off under the vibration of the vibrating rod during concrete pouring and tamping;
2. the mode of symmetrically reinforcing by the fastening piece is widely applied, and is a mainstream construction mode for field construction. However, the fastening piece needs to consume a large amount of materials and a large amount of labor for reinforcement, the process is complicated, time and labor are wasted, and the economic benefit is low; meanwhile, field control is difficult, and teams and groups are difficult to construct completely according to the technical scheme, so that the actual effect is unstable and unsatisfactory;
3. the failure of the reinforcing mode easily causes the explosion of the die, particularly the reinforcement of nodes such as internal and external corners, and once the node fails, the repair is difficult, and the construction potential safety hazard and the structural weak point are easily caused.
Disclosure of Invention
An object of the utility model is to provide a roof beam side form reentrant corner reinforcing system with adjustable, its convenient construction, and repeatedly usable.
The purpose of the utility model is realized through the following technical scheme: an adjustable beam side form internal corner reinforcing system comprises an internal corner reinforcing frame, vertical back ridges and a split component for locking and fixing the internal corner reinforcing frames on two opposite sides; the internal corner reinforcing frame is an isosceles trapezoid frame, two waist inclined planes of the isosceles trapezoid frame are perpendicular to each other, two adjusting grooves distributed at intervals up and down are formed in each waist inclined plane, and each adjusting groove extends in the horizontal direction; the opposite-pulling component comprises an opposite-pulling screw rod and a butterfly buckle, the opposite-pulling screw rod is arranged in the adjusting groove in a penetrating mode, and the horizontal position of the opposite-pulling screw rod is fixed through the butterfly buckle.
Compare prior art, the utility model has the advantages of:
1. the internal corner reinforcing frame of the utility model is an isosceles trapezoid frame, the inclined plane of the waist part can be respectively supported on the internal corner template, and the two parallel edges of the isosceles trapezoid frame are used for reinforcing, thus improving the overall stability; in addition, the waist inclined plane of the isosceles trapezoid frame is provided with two adjusting grooves which are distributed at intervals up and down, so that the space between the oppositely-pulling screw rods can be freely adjusted, and the construction operation is convenient.
2. The utility model discloses the turnover rate is high and not fragile, but reuse.
3. The utility model is simple in operation, regularization degree is high, receives individual technology level influence degree little.
Drawings
Fig. 1 is a perspective view of a reentrant corner reinforcing frame.
Fig. 2 is a schematic view of the installation state of the adjustable beam side formwork internal corner reinforcing system.
Fig. 3 is a longitudinal sectional view of an adjustable beam side form internal corner reinforcement system.
Description of reference numerals: 1 internal corner reinforcing frame, 1-1 adjusting groove, 1-2 trapezoidal reinforcing frame, 1-3 vertical square steel tubes, 1-4 horizontal square steel tubes, 2 vertical back ridges, 3 counter-pulling components, 3-1 counter-pulling screw rods, 3-2 butterfly buckles and 4 templates.
Detailed Description
The invention is described in detail below with reference to the drawings and examples of the specification:
fig. 1 to 3 are schematic views illustrating an embodiment of an adjustable internal corner reinforcing system for a beam side form according to the present invention.
An adjustable beam side form internal corner reinforcing system comprises an internal corner reinforcing frame 1, vertical back ridges 2 and a split component 3 for locking and fixing the internal corner reinforcing frames 1 on two opposite sides;
the internal corner reinforcing frame 1 is an isosceles trapezoid frame, two waist inclined planes of the isosceles trapezoid frame are perpendicular to each other, two adjusting grooves 1-1 which are distributed at intervals up and down are arranged on each waist inclined plane, and each adjusting groove 1-1 extends along the horizontal direction;
the counter-pulling component 3 comprises a counter-pulling screw rod 3-1 and a butterfly buckle 3-2, wherein the counter-pulling screw rod 3-1 is arranged in the adjusting groove 1-1 in a penetrating mode, and the horizontal position of the counter-pulling screw rod is fixed through the butterfly buckle 3-2.
The internal corner reinforcing frame 1 comprises two trapezoidal reinforcing frames 1-2 which are arranged at intervals up and down, and the two trapezoidal reinforcing frames 1-2 are fixedly connected through a plurality of vertical square steel pipes 1-3; and a transverse square steel tube 1-4 is also arranged between the two parallel edges of the trapezoidal reinforcing frame 1-2.
The length of the vertical square steel tube 1-3 is 280 mm.
The trapezoidal reinforcing frame 1-2 is formed by processing two layers of square steel pipes, a plurality of vertical rods are fixedly welded between the two layers of square steel pipes, and an adjusting groove 1-1 is formed in a gap between the two layers of square steel pipes.
The size of the square steel tube is 50mm multiplied by 3mm, and the distance between the two layers of square steel tubes is 20 mm.
The vertical back ridge 2 is arranged between the template and the internal corner reinforcing frame 1, and is provided with a fixing hole for penetrating the counter-pulling screw rod 3-1.
The vertical back edges 2 are square wood or square steel pipes.
At least two opposite pulling components 3 are arranged on the same adjusting groove 1-1, and each pair of opposite pulling components 3 are horizontally arranged at intervals.
Claims (6)
1. The utility model provides a roof beam side form reentrant corner system of consolidating with adjustable which characterized in that: the novel internal corner reinforcing frame comprises an internal corner reinforcing frame (1), vertical back ridges (2) and a split component (3) for locking and fixing the internal corner reinforcing frame (1) on two opposite sides;
the internal corner reinforcing frame (1) is an isosceles trapezoid frame, two waist inclined planes of the isosceles trapezoid frame are perpendicular to each other, two adjusting grooves (1-1) are arranged on each waist inclined plane at intervals up and down, and each adjusting groove (1-1) extends along the horizontal direction;
the opposite-pulling component (3) comprises an opposite-pulling screw rod (3-1) and a butterfly buckle (3-2), wherein the opposite-pulling screw rod (3-1) is arranged in the adjusting groove (1-1) in a penetrating mode, and the horizontal position of the opposite-pulling screw rod is fixed through the butterfly buckle (3-2).
2. The adjustable beam side form reentrant corner reinforcing system of claim 1, wherein: the internal corner reinforcing frame (1) comprises two trapezoidal reinforcing frames (1-2) which are arranged at intervals up and down, and the two trapezoidal reinforcing frames (1-2) are fixedly connected through a plurality of vertical square steel pipes (1-3); and a transverse square steel pipe (1-4) is also arranged between the two parallel edges of the trapezoidal reinforcing frame (1-2).
3. The adjustable beam side form reentrant corner reinforcing system of claim 2, wherein: the trapezoidal reinforcing frame (1-2) is formed by processing two layers of square steel pipes, a plurality of vertical rods are fixedly welded between the two layers of square steel pipes, and an adjusting groove (1-1) is formed in a gap between the two layers of square steel pipes.
4. The adjustable beam side form reentrant corner reinforcing system of claim 1, wherein: the vertical back edge (2) is arranged between the template and the internal corner reinforcing frame (1), and is provided with a fixing hole for penetrating through the counter-pulling screw rod (3-1).
5. The adjustable beam side form reentrant corner reinforcing system of claim 4, wherein: the vertical back edges (2) are square wood or square steel pipes.
6. The adjustable beam side form internal corner reinforcing system as claimed in any one of claims 1 to 5, wherein: at least two opposite-pulling components (3) are arranged on the same adjusting groove (1-1), and the opposite-pulling components (3) are horizontally arranged at intervals.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202120116313.9U CN214302873U (en) | 2021-01-15 | 2021-01-15 | Adjustable beam side form internal corner reinforcing system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202120116313.9U CN214302873U (en) | 2021-01-15 | 2021-01-15 | Adjustable beam side form internal corner reinforcing system |
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Publication Number | Publication Date |
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CN214302873U true CN214302873U (en) | 2021-09-28 |
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Family Applications (1)
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CN202120116313.9U Active CN214302873U (en) | 2021-01-15 | 2021-01-15 | Adjustable beam side form internal corner reinforcing system |
Country Status (1)
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CN (1) | CN214302873U (en) |
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2021
- 2021-01-15 CN CN202120116313.9U patent/CN214302873U/en active Active
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