CN216109676U - Aluminum alloy template system consolidates with vertical reinforcement back of body stupefied - Google Patents

Aluminum alloy template system consolidates with vertical reinforcement back of body stupefied Download PDF

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Publication number
CN216109676U
CN216109676U CN202121730943.1U CN202121730943U CN216109676U CN 216109676 U CN216109676 U CN 216109676U CN 202121730943 U CN202121730943 U CN 202121730943U CN 216109676 U CN216109676 U CN 216109676U
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wall
reinforcing
template
aluminum alloy
vertical
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吕花
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Shanxi Shangyuanhe Aluminum Mould Technology Co ltd
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Shanxi Shangyuanhe Aluminum Mould Technology Co ltd
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Abstract

The utility model belongs to the technical field of building construction, and particularly relates to a vertical reinforcing back ridge for reinforcing an aluminum alloy template system, which comprises a concrete wall, an outer wall template and an inner wall template, wherein the outer wall template and the inner wall template are respectively positioned at the front end and the rear end of the concrete wall; in addition, the reinforcing rib is connected with the back edge at the highest position only or is not connected with the back edge and is connected with the rib-changing holes of the template, so that the reinforcing rib is easy to rotate when concrete is poured and vibrated, and the reinforcing effect is poor.

Description

Aluminum alloy template system consolidates with vertical reinforcement back of body stupefied
Technical Field
The utility model relates to the technical field of design and manufacture of building templates, in particular to a vertical reinforcing back edge for reinforcing an aluminum alloy template system.
Background
The aluminum alloy template system is taken as a building template technical system with the most market potential at present, and can be divided into a split screw type system and a split sheet type system according to a reinforcing mode. The split screw type formwork is simple and convenient to construct and operate, high in construction safety and market acceptance, and widely adopted by formwork design and construction units. The split screw type reinforcing mode generally adopts four or five reinforcing back ridges, four or five back ridges on the inner wall and four or five back ridges on the outer wall. The back edge with the lowest position, namely the back edge closest to the ground (floor) position, becomes a first back edge and is sequentially called as a second back edge, a third back edge, a fourth back edge and a fifth back edge from low to high. The distance between each back ridge and the ground (floor) is approximately fixed, specific distance data can be slightly adjusted and changed according to floor height, wall thickness and building structure, the outer wall is limited by an operation space, the reinforcing mode is less than that of an inner wall, particularly, when the length of the outer wall is longer, due to the comprehensive effect of the floor plate and the large-span large-section beam, the outer wall is easy to expand at different degrees at the position close to the floor plate or the beam top surface, the verticality of the outer wall after the mold is removed often does not meet the construction technical requirements, even the integral construction precision of the building is influenced, and various construction technological measures are taken to ensure the forming precision of the outer wall. The vertical back ridges are added at the third, fourth or fifth back ridges, which is the most convenient and effective measure.
The vertical back edge structure in the prior art is usually a welding part, the universality is not high, and the operation flexibility of a construction site is not high enough; in addition, the reinforcing rib is connected with the back edge at the highest position only or is not connected with the back edge and is connected with the rib-changing holes of the template, so that the reinforcing rib is easy to rotate when concrete is poured and vibrated, and the reinforcing effect is poor.
SUMMERY OF THE UTILITY MODEL
In order to solve the problems in the background art, the utility model provides the vertical reinforcing back edge for reinforcing the aluminum alloy formwork system, which has the characteristics of simple manufacturing process, saving manufacturing materials and manufacturing time, good overall reinforcing performance, large bearing capacity, and capability of adapting to full vibration construction operation and large-section structure.
In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides an aluminum alloy formwork system consolidates and uses vertical reinforcement back of body stupefied, includes the concrete wall and lies in the outer wall template and the interior wall template at both ends around the concrete wall respectively, the outer wall of outer wall template and interior wall template all is provided with a plurality of evenly distributed's reinforcement back of the body stupefied, the preceding terminal surface top fixedly connected with K board of outer wall template, the preceding terminal surface of K board is provided with vertical back of the body stupefied, vertical back of the body stupefied includes quarter butt and stock, a plurality of second round holes have all been seted up, and are a plurality of to the outer wall bottom of quarter butt and the outer wall top of stock the inside fixing bolt that all is provided with of second round hole, quarter butt and stock are through a plurality of second round holes and fixing bolt threaded connection.
In order to conveniently fix the wall-penetrating screw, the vertical reinforcing back ridges for reinforcing the aluminum alloy formwork system are preferably selected, the number of the reinforcing back ridges on the outer walls of the outer wall formwork and the inner wall formwork is the same, every two reinforcing back ridges are kept horizontal, the two reinforcing back ridges on the same horizontal line penetrate through the wall-penetrating screw, and two ends of the wall-penetrating screw are both in threaded connection with fixing nuts.
In order to fix the vertical back ridge conveniently, the vertical reinforcing back ridge for reinforcing the aluminum alloy formwork system is preferably provided with two first round holes in the outer wall of the long rod, and the two first round holes are respectively positioned below the bottommost second round hole and at the bottom of the outer wall of the long rod.
In order to conveniently and firmly fix the vertical back edge, the vertical reinforcing back edge for reinforcing the aluminum alloy template system is preferably selected, and the long rod penetrates through the first round hole, the outer wall template, the concrete wall and the inner wall template in sequence through the wall penetrating screw rods positioned on the outer walls of the two reinforcing back edges at the top and is detachably connected to the front end face of the outer wall template.
In order to fixedly support the concrete wall, the vertical reinforcing back edge for reinforcing the aluminum alloy formwork system is preferably used, the back of the concrete wall is provided with the internal corner formwork, and the internal corner formwork is positioned between the concrete wall and the internal wall formwork.
In order to reserve up-down adjustment allowance and facilitate installation, the vertical reinforcing back rib for reinforcing the aluminum alloy formwork system is preferably selected, the first round hole is oval, and the second round hole is round.
In order to adjust the overall length of the vertical back ridge, the vertical reinforcing back ridge for reinforcing the aluminum alloy formwork system is preferably provided with a long hole in the top of the outer wall of the short rod.
Compared with the prior art, the utility model has the beneficial effects that:
vertical back of the body is stupefied including quarter butt and stock, quarter butt and stock pass through fixing bolt and link into a whole, in the work progress, stupefied stock of vertical back of the body mainly is used for being connected with the reinforcement back of the body stupefied of side fascia outer wall, set up the first round hole of two ellipse circular on the stock, the special use is through the counter-pulling screw rod, be connected with the reinforcement back of the body stupefied of side fascia outer wall, lock with fixation nut, the quarter butt mainly is used for butt K board, guarantee floor concrete placement in-process, the K board can keep certain rigidity throughout, stop that the deformation that probably takes place at concrete placement and the process of vibrating K board is too big, the not enough K board region that leads to of rigidity appears leaking thick liquid, the wrong platform, phenomenons and quality hidden danger such as mould rise.
In conclusion, the vertical reinforcing back edge for reinforcing the aluminum alloy formwork system has the characteristics of simple manufacturing process, saving of manufacturing materials and manufacturing time, capability of properly adjusting the length of a combined piece in a construction site, flexible treatment of reinforcement at different heights and different structures, good safety and overall reinforcing performance, large bearing capacity, and capability of adapting to full vibration construction operation and the complexity of large-section structures.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model and not to limit the utility model.
In the drawings:
FIG. 1 is an overall side view of the present invention;
FIG. 2 is a general front view structural diagram of the present invention;
FIG. 3 is a front view of the vertical back arris of the present invention;
FIG. 4 is a side view of the vertical back ridge of the present invention;
in the figure, 1, a concrete wall; 2. vertical back ridges; 3. an outer wall template; 4. reinforcing the back edge; 5. a reentrant corner template; 6. an inner wall formwork; 7. a through-wall screw; 8. a K plate; 9. fixing a nut; 10. a short bar; 11. a long rod; 12. a first circular hole; 13. a second circular hole; 14. a long hole; 15. and (5) fixing the bolt.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the utility model and are not intended to limit the utility model.
In the description of the present invention, it is to be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships illustrated in the drawings, and are used merely for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, are not to be construed as limiting the present invention. Further, in the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
Referring to fig. 1-4, the present invention provides the following technical solutions: the utility model provides an aluminum alloy formwork system consolidates and uses vertical reinforcement back of body stupefied, including concrete wall 1 and the outer wall form 3 and the interior wall form 6 that are located concrete wall 1 front and back both ends respectively, the outer wall of outer wall form 3 and interior wall form 6 all is provided with the stupefied 4 of the reinforcement back of the body of a plurality of evenly distributed, the preceding terminal surface top fixedly connected with K board 8 of outer wall form 3, the preceding terminal surface of K board 8 is provided with the stupefied 2 of the vertical back of the body, stupefied 2 of the vertical back of the body includes quarter butt 10 and stock 11, a plurality of second round holes 13 have all been seted up to the outer wall bottom of quarter butt 10 and the outer wall top of stock 11, the inside fixing bolt 15 that all is provided with of a plurality of second round holes 13, quarter butt 10 and stock 11 are through a plurality of second round holes 13 and fixing bolt 15 threaded connection.
In this embodiment: vertical back of the body stupefied 2 includes quarter butt 10 and stock 11, quarter butt 10 and stock 11 link into a whole through fixing bolt 15, in the work progress, vertical back of the body stupefied 2's stock 11 mainly is used for being connected with the stupefied 4 of the reinforcement back of the body of outer wall template 3 outer wall, set up two oval-shaped first round holes 12 on the stock 11, it is special through the counter-pulling screw rod to come, with the stupefied 4 of the reinforcement back of the body of outer wall template 3 outer wall be connected, lock with fixation nut 9, quarter butt 10 mainly is used for butt K board 8, guarantee floor concrete placement in-process, K board 8 can keep certain rigidity all the time, it is too big to stop the deformation that K board 8 probably takes place at concrete placement and vibration in-process, the not enough and K board 8 region that leads to appear leaking thick liquid, the wrong platform, phenomenons such as mould that rises and quality hidden danger.
As a technical optimization scheme of the utility model, the plurality of reinforcing back ridges 4 positioned on the outer walls of the outer wall formwork 3 and the inner wall formwork 6 are same in quantity and keep horizontal pairwise, two reinforcing back ridges 4 positioned on the same horizontal line penetrate through a wall penetrating screw 7, and two ends of the wall penetrating screw 7 are both connected with fixing nuts 9 in a threaded manner.
In this embodiment: the reinforcing back arris 4 that are located concrete wall 1 both sides are connected fixedly through wear wall screw 7, and wear wall screw 7 to run through the reinforcing back arris 4 and the concrete wall 1 in middle, outer wall template 3 and the interior wall template 6 of both sides, and both ends are all fixed through fixation nut 9 locking, and are fixed effectual.
As a technical optimization scheme of the utility model, the outer wall of the long rod 11 is provided with two first round holes 12, and the two first round holes 12 are respectively positioned below the bottommost second round hole 13 and at the bottom of the outer wall of the long rod 11.
In this embodiment: the first round hole 12 facilitates the fixing of the long rod 11 to the front end of the external wall formwork 3.
As a technical optimization scheme of the utility model, the long rod 11 passes through the first round hole 12, the external wall formwork 3, the concrete wall 1 and the internal wall formwork 6 in sequence through the wall penetrating screw 7 positioned on the outer walls of the two reinforcing back ridges 4 at the top and is detachably connected to the front end surface of the external wall formwork 3.
In this embodiment: set up two oval-shaped first round holes 12 on stock 11, the special use comes to be connected through split screw, with the reinforcement back of the body stupefied 4 of outer wall template 3 outer wall, locks with fixation nut 9.
As a technical optimization scheme of the utility model, the back of the concrete wall 1 is provided with the internal corner template 5, and the internal corner template 5 is positioned between the concrete wall 1 and the internal wall template 6.
In this embodiment: the internal corner formwork 5 is convenient for fixing and supporting the concrete wall 1, and the supporting strength is improved.
As a technical optimization of the present invention, the first circular hole 12 is elliptical and the second circular hole 13 is circular.
In this embodiment: the first circular hole 12 is oval, and an up-down adjustment margin is reserved in the oval shape, so that the installation is convenient.
As a technical optimization scheme of the utility model, the top of the outer wall of the short rod 10 is provided with a long hole 14.
In this embodiment: the top of the outer wall of the short rod 10 is provided with a long hole 14, and the long hole is used for adjusting the overall length of the vertical back ridge, so that the long rod is suitable for necessary adjustment of different heights of different layers and different K plate heights.
The working principle and the using process of the utility model are as follows: vertical back of the body stupefied 2 includes quarter butt 10 and stock 11, quarter butt 10 and stock 11 link into a whole through fixing bolt 15, in the work progress, vertical back of the body stupefied 2's stock 11 mainly is used for being connected with the stupefied 4 of the reinforcement back of the body of outer wall template 3 outer wall, set up two oval-shaped first round holes 12 on the stock 11, it is special through the counter-pulling screw rod to come, with the stupefied 4 of the reinforcement back of the body of outer wall template 3 outer wall be connected, lock with fixation nut 9, quarter butt 10 mainly is used for butt K board 8, guarantee floor concrete placement in-process, K board 8 can keep certain rigidity all the time, it is too big to stop the deformation that K board 8 probably takes place at concrete placement and vibration in-process, the not enough and K board 8 region that leads to appear leaking thick liquid, the wrong platform, phenomenons such as mould that rises and quality hidden danger.
The present invention is not limited to the above preferred embodiments, and any modifications, equivalent substitutions and improvements made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (7)

1. The utility model provides an aluminum alloy template system consolidates with vertical reinforcement back of body stupefied, includes concrete wall (1) and is located outer wall template (3) and interior wall template (6) at both ends around concrete wall (1) respectively, its characterized in that: the outer wall of outer wall form (3) and interior wall form (6) all is provided with a plurality of evenly distributed's reinforcement back of the body stupefied (4), preceding terminal surface top fixedly connected with K board (8) of outer wall form (3), the preceding terminal surface of K board (8) is provided with vertical back of the body stupefied (2), vertical back of the body stupefied (2) include quarter butt (10) and stock (11), a plurality of second round holes (13) have all been seted up, and are a plurality of to the outer wall bottom of quarter butt (10) and the outer wall top of stock (11) second round hole (13) inside all is provided with fixing bolt (15), quarter butt (10) and stock (11) are through a plurality of second round holes (13) and fixing bolt (15) threaded connection.
2. The aluminum alloy formwork system reinforcing vertical reinforcing back rib of claim 1, characterized in that: the reinforcing back ridges (4) on the outer wall of the outer wall formwork (3) and the outer wall of the inner wall formwork (6) are the same in quantity and keep horizontal pairwise, the reinforcing back ridges (4) on the same horizontal line are penetrated through a wall penetrating screw rod (7), and fixing nuts (9) are connected to the two ends of the wall penetrating screw rod (7) in threaded connection.
3. The aluminum alloy formwork system reinforcing vertical reinforcing back rib of claim 1, characterized in that: two first round holes (12) are formed in the outer wall of the long rod (11), and the two first round holes (12) are located below the bottommost second round hole (13) and at the bottom of the outer wall of the long rod (11) respectively.
4. The aluminum alloy formwork system reinforcing vertical reinforcing back rib of claim 1, characterized in that: stock (11) run through first round hole (12), outer wall template (3), concrete wall (1) and interior wall template (6) in proper order through being located through wall screw rod (7) of two reinforcing back of the body stupefied (4) outer walls at the top and can dismantle the preceding terminal surface of connecting in outer wall template (3).
5. The aluminum alloy formwork system reinforcing vertical reinforcing back rib of claim 1, characterized in that: the back of the concrete wall (1) is provided with an internal corner template (5), and the internal corner template (5) is located between the concrete wall (1) and the internal wall template (6).
6. The aluminum alloy formwork system reinforcing vertical reinforcing back rib of claim 3, wherein: the first round hole (12) is oval, and the second round hole (13) is round.
7. The aluminum alloy formwork system reinforcing vertical reinforcing back rib of claim 1, characterized in that: the top of the outer wall of the short rod (10) is provided with a long hole (14).
CN202121730943.1U 2021-07-28 2021-07-28 Aluminum alloy template system consolidates with vertical reinforcement back of body stupefied Active CN216109676U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115506585A (en) * 2022-10-17 2022-12-23 中国建筑第八工程局有限公司 K plate reinforcing device of pull sheet type aluminum die and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115506585A (en) * 2022-10-17 2022-12-23 中国建筑第八工程局有限公司 K plate reinforcing device of pull sheet type aluminum die and construction method thereof

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