Novel fixed bearing buckle for creeping formwork construction

Abstract

The utility model discloses a novel fixed load-bearing buckle for creeping formwork construction, which relates to the technical field of civil engineering construction, and comprises a mounting bolt, a high-strength bolt, a creeping cone, a wall attaching seat and a load-bearing tripod, the mounting bolt is connected with the creeping cone in a matched manner, the high-strength bolt is pre-embedded in poured concrete, and the wall attaching seat is embedded in the load-bearing tripod. The climbing cone is connected with the high-strength bolt in a matched mode, the wall attaching base is fixedly connected with the high-strength bolt, and the bearing tripod is connected with the wall attaching base in a clamped mode. A stable fixed bearing structure is formed through the bearing tripod, the wall attaching base, the climbing cone and the high-strength bolt anchoring system, the problems of formwork fixing and climbing frame bearing during climbing formwork construction are solved, the application range is wider, and more different types of building structures and construction requirements can be met.

Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of civil engineering construction, in particular to a novel formwork climbing construction fixed bearing buckle. BACKGROUND

[0002] Formwork climbing construction technology, full name formwork climbing construction technology, is a formwork system that climbs up by itself as the building rises. The connection bearing system formed by the connection of formwork climbing and building concrete is an indispensable part of the formwork system that climbs up by itself. The stability of the connection bearing system directly affects the safety during formwork climbing construction and the quality of the concrete during formwork climbing construction.

[0003] In terms of formwork fixation, the traditional method often relies on simple connectors or fasteners, such as bolts, nuts, buckles, etc. Although these connectors can connect the formwork with the support structure or the building itself to some extent, their fixation effect is not ideal. Due to the limitations of physical effects (such as friction, pressure, etc.), these connectors are prone to loosening or deformation when bearing a large load, which leads to displacement or deformation of the formwork during construction, thereby affecting the construction precision and quality.

[0004] In terms of bearing, existing formwork climbing construction mostly relies on complex external support structures. These support structures are usually built with a large amount of materials and manpower, which not only increases the construction cost, but also may adversely affect the appearance and structure of the building. SUMMARY

[0005] The utility model aims to solve at least one of the technical problems existing in the prior art. To this end, the utility model provides a novel formwork climbing construction fixed bearing buckle, which solves the problems of formwork fixation and climbing frame bearing during formwork climbing construction.

[0006] To achieve the above-mentioned purpose, according to the first aspect of the utility model, a novel formwork climbing construction fixed bearing buckle is provided, which comprises mounting bolts, high-strength bolts, climbing cones, wall seats and bearing tripods. The mounting bolts are connected with the climbing cones, the high-strength bolts are embedded in the poured concrete, the climbing cones are connected with the high-strength bolts, the wall seats are fixedly connected with the high-strength bolts, and the bearing tripods are clamped with the wall seats. The wall seat is fixedly provided with a bearing wedge, and the bearing tripod is provided with a clamping groove matched with the bearing wedge. The groove of the clamping groove is in a funnel structure. The mounting bolts are threadedly connected with the climbing cones. The climbing cones are threadedly connected with the high-strength bolts.

[0007] As a further scheme of the utility model: the bearing tripod includes a tripod head buckle and a tripod base, the tripod base is connected with the tripod head buckle, and the tripod head buckle is connected with the wall seat. The bearing tripod further includes a pin, the tripod base is provided with a positioning hole, the tripod head buckle is provided with a plurality of adjusting holes arranged in a matrix, and the pin is arranged in the positioning hole and the corresponding adjusting hole in a penetrating mode. The pin is connected with the positioning hole in a threaded mode.

[0008] As a further scheme of the utility model: the wall seat is provided with a safety pin in a matched mode. The wall seat is provided with a limiting hole, and the safety pin is connected with the limiting hole in a threaded mode.

[0009] The utility model has the beneficial effects that compared with the prior art:

[0010] 1. The utility model forms a stable fixed bearing structure through the bearing tripod, the wall seat, the climbing cone and the high-strength bolt anchoring system, solves the formwork fixing and climbing frame bearing problem during the climbing form construction, makes the application range more extensive, and can adapt to more different types of building structures and construction requirements.

[0011] 2. The number of high-strength bolts and the number of bearing tripods on the climbing frame can be flexibly adjusted to adjust the firmness of the formwork fixing and the bearing capacity. This enables construction personnel to configure individually according to specific construction requirements and the characteristics of the building structure, thereby ensuring the safety and stability of the construction. At the same time, the wall seat transmits the gravity of the formwork to the building, reduces the setting of the external support system, further simplifies the construction process, and improves the construction efficiency.

[0012] 3. Since the number of uses of the high-strength bolt embedded by the buckle is increased, and the bearing wall part can be reused, the use amount of building materials is greatly saved. This not only reduces material waste during construction, but also reduces construction cost. At the same time, since the setting of the external support system is reduced, the construction steps and labor cost are further reduced, so that the entire construction process is more economical and efficient.

[0013] Additional aspects and advantages of the utility model will be partially given in the following description, partially will become obvious from the following description, or will be understood through the practice of the utility model. BRIEF DESCRIPTION OF DRAWINGS

[0014] The above and / or additional aspects and advantages of the utility model will become apparent and more readily understood from the description of the embodiments taken in conjunction with the following drawings, in which:

[0015] Figure 1 is a schematic view of the installation of the climbing cone and the high-strength bolt in the utility model.

[0016] Figure 2 is a schematic view of a load-bearing tripod structure in the utility model.

[0017] Figure 3 is a schematic view of a wall-attached member structure installation in the utility model.

[0018] Figure 4 is a schematic view of the installation relationship between the load-bearing tripod and the wall-attached member in the utility model.

[0019] Reference signs include:

[0020] 1, mounting bolt; 2, high-strength bolt; 3, climbing cone; 4, wall-attached seat; 5, load-bearing tripod; 6, load-bearing wedge; 7, clamping groove; 8, tripod head buckle; 9, tripod base; 10, pin; 11, adjusting hole; 12, safety pin; 13, limiting hole; 14, formwork. DETAILED DESCRIPTION

[0021] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of protection of the utility model.

[0022] As shown in Figures 1 to 4 A new climbing formwork construction fixed load-bearing buckle, comprising a mounting bolt 1, a high-strength bolt 2, a climbing cone 3, a wall-attached seat 4 and a load-bearing tripod 5, the mounting bolt 1 is connected with the climbing cone 3 in cooperation, the high-strength bolt 2 is embedded in the poured concrete, the climbing cone 3 is connected with the high-strength bolt 2 in cooperation, the climbing cone 3 is fastened on the formwork 14 through the mounting bolt 1, and the formwork 14 is fixed by the climbing cone 3 and the high-strength bolt connection.

[0023] The wall-attached seat 4 is fixedly connected with the high-strength bolt 2, and the load-bearing tripod 5 is clamped with the wall-attached seat 4. The wall-attached seat 4 is fixedly provided with a load-bearing wedge 6, and the load-bearing tripod 5 is provided with a clamping groove 7 matched with the load-bearing wedge 6. The slot of the clamping groove 7 is in a funnel structure. The mounting bolt 1 is threadedly connected with the climbing cone 3. The climbing cone 3 is threadedly connected with the high-strength bolt 2.

[0024] When the formwork 14 is installed, the climbing cone 3 is fastened on the formwork 14 through the mounting bolt 1, and then the formwork 14 is firmly fixed on the concrete structure by the thread cooperation of the climbing cone 3 and the high-strength bolt 2.

[0025] As the construction proceeds, when the climbing formwork 14 needs to be climbed, the formwork 14 is lifted to the predetermined position by the climbing frame of the previous stage, and is fixed again by the cooperation of the climbing cone 3 and the high-strength bolt 2. At this time, the high-strength bolt in the poured concrete is installed with the wall seat 4, and the bearing wedge 6 is fixed on the wall seat 4.

[0026] Next, the climbing frame of the previous stage is climbed, and the clamping groove 7 of the bearing tripod 5 is clamped with the bearing wedge 6 on the wall seat 4. Since the slot of the clamping groove 7 is designed as a funnel structure, it makes the bearing tripod 5 more easily and stably cooperate with the bearing wedge 6 to form a stable bearing structure.

[0027] The utility model discloses a bearing tripod 5, wall seat 4, climbing cone 3 and high-strength bolt anchoring system form the stable fixed bearing structure, solve the formwork 14 fixed, climbing frame bearing problem when using the climbing form construction, make the application scope more extensive, can adapt to more different types of building structure and construction demand.

[0028] By increasing the number of high-strength bolt pre-buried and the number of bearing tripods 5 on the climbing frame, the firmness and bearing capacity of the formwork 14 can be flexibly adjusted. This allows construction personnel to make personalized configurations according to specific construction needs and the characteristics of the building structure, thereby ensuring the safety and stability of the construction. At the same time, the gravity of the formwork 14 is transmitted to the building through the wall seat 4, reducing the setting of the external support system, further simplifying the construction process and improving the construction efficiency.

[0029] Since the high-strength bolt used by the buckle increases in use frequency, and the wall attachment and the climbing cone 3 can be reused, the use amount of building materials is greatly saved. This not only reduces material waste during construction, but also reduces construction costs. At the same time, since the setting of the external support system is reduced, the construction steps and labor costs are also further reduced, making the entire construction process more economical and efficient.

[0030] Reference Figure 2 As shown in some specific embodiments, the bearing tripod 5 includes a tripod head buckle 8 and a tripod base 9, the tripod base 9 is connected with the tripod head buckle 8, and the tripod head buckle 8 is clamped with the wall seat 4. The bearing tripod 5 also includes a pin 10, the tripod base 9 is provided with a positioning hole, the tripod head buckle 8 is provided with a plurality of adjustment holes 11 arranged in a matrix, and the pin 10 is arranged in the positioning hole and the corresponding adjustment hole 11. The pin 10 is threadedly connected with the positioning hole. The tripod head buckle 8 and the tripod base 9 can be adjusted in length by selecting different adjustment holes 11. This flexibility ensures that the bearing tripod 5 can adapt to various complex construction conditions, while maintaining the stability and bearing capacity of its structure.

[0031] Reference Figure 4 As shown, in some embodiments, the wall seat 4 is fitted with a safety pin 12. The wall seat 4 is provided with a limiting hole 13, and the safety pin 12 is threadedly connected with the limiting hole 13, so that the safety pin 12 can be firmly fixed on the wall seat 4, thereby effectively limiting the load-bearing tripod 5. During construction, even if facing a larger load or external impact, the load-bearing tripod 5 can avoid falling off or loosening from the wall seat 4 through the limiting action of the safety pin 12, thereby ensuring the stability and safety of the entire system.

[0032] In order to facilitate the understanding of the working principle of the embodiments of the present scheme by those skilled in the art, the working principle of the embodiments of the present scheme will be described in combination with specific application scenarios:

[0033] Before pouring concrete, according to the construction drawings and actual requirements, high-strength bolts are pre-buried at predetermined positions. These high-strength bolts will serve as the main connection points for the subsequent formwork 14 fixation and load-bearing structure.

[0034] After the concrete solidifies, the climbing cone 3 is threadedly connected to the formwork 14 through the mounting bolt 1. At this time, the other end of the climbing cone 3 is aligned with the pre-buried high-strength bolt and is ready for threaded connection.

[0035] The formwork 14 is firmly fixed on the concrete structure by utilizing the threaded connection of the climbing cone 3 and the high-strength bolt. This step ensures the stability and safety of the formwork 14 during the pouring process.

[0036] As the construction proceeds, when it is necessary to climb the formwork 14, the formwork 14 and its climbing cone 3, mounting bolt 1, etc. are first lifted as a whole to the predetermined position by using the climbing frame of the previous stage and related lifting equipment.

[0037] The wall seat 4 is installed at the high-strength bolt in the poured concrete, and the load-bearing wedge 6 on the wall seat 4 is ensured to be aligned with the clamping groove 7 of the load-bearing tripod 5. At this time, the clamping groove 7 of the load-bearing tripod 5 is easier to cooperate with the load-bearing wedge 6 due to its funnel-shaped structure, forming a stable load-bearing structure.

[0038] According to the construction requirements, by selecting different adjusting holes 11, the tripod base 9 is connected with the tripod head buckle 8 through the pin 10 and adjusted to the required position. This step ensures that the load-bearing tripod 5 can adapt to various complex construction conditions and maintain its structural stability and load-bearing capacity.

[0039] The safety pin 12 is installed on the wall seat 4 and threadedly connected with the limiting hole 13. The limiting action of the safety pin 12 ensures that the load-bearing tripod 5 will not fall off or loosen from the wall seat 4 during the construction process due to load or external impact.

[0040] It is apparent for a person skilled in the art that the present application is not restricted to the details of the above exemplary embodiments, but that it can be implemented in other concrete forms without departing from the spirit or the essential characteristics of the present application. Therefore, the embodiments should be considered as exemplary only, and not limiting, the scope of the present application being defined by the appended claims rather than by the above description, and all changes coming within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference signs in the claims should not be construed as limiting the claims concerned.

Claims

1. A new type of fixed load-bearing buckle for formwork climbing construction, characterized in that, Including installation bolt (1), high-strength bolt (2), climbing cone (3), wall seat (4) and load tripod (5), the installation bolt (1) is connected with the climbing cone (3), the high-strength bolt (2) is embedded in the cast concrete, the climbing cone (3) is connected with the high-strength bolt (2), the wall seat (4) is fixedly connected with the high-strength bolt (2), and the load tripod (5) is clamped with the wall seat (4).

2. The new type of fixed load bearing buckle for climbing form construction according to claim 1, characterized in that, The wall seat (4) is fixedly provided with a load wedge (6), and the load tripod (5) is provided with a clamping groove (7) matched with the load wedge (6).

3. The new type of fixed load bearing buckle for climbing form construction according to claim 2, characterized in that, The slot of the clamping groove (7) is in a funnel structure.

4. The new type of fixed load bearing buckle for climbing form construction according to claim 1, characterized in that, The load tripod (5) comprises a tripod head buckle (8) and a tripod base (9), the tripod base (9) is connected with the tripod head buckle (8), and the tripod head buckle (8) is clamped with the wall seat (4).

5. The new type of fixed load bearing buckle for climbing form construction according to claim 4, characterized in that, The load tripod (5) further comprises a pin (10), the tripod base (9) is provided with a positioning hole, the tripod head buckle (8) is provided with a plurality of adjusting holes (11) arranged in a matrix, and the pin (10) is arranged in the positioning hole and the corresponding adjusting hole (11) in a penetrating mode.

6. The new type of fixed load bearing buckle for climbing form construction according to claim 5, characterized in that, The pin (10) is threadedly connected with the positioning hole.

7. The new type of fixed load bearing buckle for climbing form construction according to claim 1, characterized in that, The wall seat (4) is provided with a safety pin (12).

8. The new type of fixed load bearing buckle for climbing form construction according to claim 7, characterized in that, The wall seat (4) is provided with a limiting hole (13), and the safety pin (12) is threadedly connected with the limiting hole (13).

9. The new type of fixed load bearing buckle for climbing form construction according to claim 1, characterized in that, The installation bolt (1) is threadedly connected with the climbing cone (3).

10. The new type of fixed load bearing buckle for climbing form construction according to claim 1, characterized in that, The climbing cone (3) is threadedly connected with the high-strength bolt (2).

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