Template supporting assembly for bay window

Abstract

The utility model relates to the technical field of building construction, and discloses a formwork supporting assembly for a bay window, which comprises a side formwork assembly, a first supporting assembly, a second supporting assembly and a supporting assembly, and the side formwork assembly is internally provided with a first pouring space for pouring along a first direction to form a structural beam; the floating plate mold assembly is internally provided with a second pouring space used for pouring and extending in the second direction to form an upper floating plate, and the first pouring space communicates with the second pouring space; the supporting piece comprises a fixing part and a height adjusting part, the height adjusting part is connected to the fixing part in a sliding mode and can be relatively fixed to the fixing part, the bottom of the fixing part is used for abutting against the top of the middle floating plate, and the top of the height adjusting part abuts against the bottom of the floating plate mold assembly; the first direction is perpendicular to the second direction. Compared with the prior art, the floating plate die assembly is easier to disassemble.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a formwork support assembly for a bay window. Background Technique

[0002] The bay window includes an upper floating slab, a middle floating slab and a lower floating slab which are arranged at intervals along a direction parallel to the ground. The construction process of the bay window is as follows: first, the lower floating slab and the middle floating slab are poured, and finally the upper floating slab is poured. The construction process of the upper floating slab is as follows: a steel pipe arranged vertically and a steel pipe arranged horizontally are fixed with right-angle fasteners, the formwork is supported, and then concrete is poured into the formwork. After the concrete solidifies, a bay window is formed.

[0003] At present, during the construction process, there will be a situation where the distance between the upper floating slab and the middle floating slab is too short, making it difficult to disassemble the formwork after the upper floating slab is poured. Content of the Utility Model

[0004] The technical problem to be solved by the utility model is to facilitate the disassembly of the formwork after the upper floating slab in the bay window is poured.

[0005] To solve the above technical problem, the utility model provides a formwork support assembly for a bay window. The bay window includes a structural beam, a structural slab, an upper floating slab, a middle floating slab and a lower floating slab. The structural beam is arranged along a first direction, and the structural slab, the upper floating slab, the middle floating slab and the lower floating slab are respectively fixed to the structural beam at intervals along a second direction. The structural slab is arranged on one side of the structural beam, and the upper floating slab, the middle floating slab and the lower floating slab are arranged on the other side of the structural beam. The formwork support assembly includes: a side formwork assembly, in which a first pouring space for pouring along the first direction is provided to form the structural beam; a floating slab formwork assembly, in which a second pouring space for pouring along the second direction is provided to form the upper floating slab, and the first pouring space is communicated with the second pouring space; a support member, which includes a fixing part and a height adjusting part. The height adjusting part is slidably connected to the fixing part and can be fixed relative to the fixing part. The bottom of the fixing part is used to abut against the top of the middle floating slab, and the top of the height adjusting part abuts against the bottom of the floating slab formwork assembly; the first direction is perpendicular to the second direction.

[0006] Further, the fixing part is hollow, and the height adjusting part passes through the fixing part.

[0007] Further, the fixing part includes an adjusting ring and a support pipe arranged at intervals along the first direction. The adjusting ring is hollow and has a thread on its inner wall. The support pipe extends along the first direction, and the top of the support pipe is rotatably connected to the adjusting ring; the height adjusting part includes a support rod, and the outer circumference of the support rod is provided with a thread that cooperates with the adjusting ring, and the support rod is threadedly connected to the adjusting ring.

[0008] Further, the fixing part includes a bottom plate, the bottom plate extends along the second direction, and the bottom of the support pipe is welded to the top of the bottom plate.

[0009] Furthermore, the thickness of the bottom plate is at least 6 mm.

[0010] Furthermore, the height adjustment part includes a top plate and a steel pipe. The top plate extends along the second direction. The steel pipe abuts against the top of the top plate, and the top plate is welded to the top of the support rod.

[0011] Furthermore, the support member further includes reinforcing ribs, and the reinforcing ribs are respectively welded to the bottom of the top plate and the outer peripheral wall of the support rod.

[0012] Furthermore, the number of the reinforcing ribs is four.

[0013] Furthermore, a handle is convexly provided on the outer peripheral wall of the adjusting ring.

[0014] Furthermore, the number of the handles is two.

[0015] Compared with the prior art, the beneficial effect of the formwork support assembly for a bay window in the embodiment of the present utility model is as follows: After the structural slab, the middle bay slab, the lower bay slab, and part of the structural beam are poured, the specific steps for pouring the upper bay slab and the remaining structural beam are as follows. The bottom of the side formwork assembly is abutted against the structural slab and the middle bay slab, and the bottom of the support member is abutted against the top of the middle bay slab. First, the distance between the height adjustment part and the bottom of the fixing part is adjusted to the height of the upper bay slab to be poured. The bottom of the bay formwork assembly is abutted against the top of the height adjustment part, and then concrete is poured into the first pouring space and the second pouring space formed between the side formwork assembly and the bay formwork assembly to form the upper bay slab and the remaining structural beam. The specific steps for disassembling the bay formwork assembly are as follows. The height adjustment part is moved along the first direction close to the fixing part. At this time, there is a gap between the top of the height adjustment part and the bay formwork assembly, which is convenient for workers to reach and operate, and is convenient for disassembling the bay formwork assembly. Description of the Drawings

[0016] Figure 1 is a cross-sectional view of the embodiment of the present utility model;

[0017] Figure 2 is a schematic diagram of the support member of the embodiment of the present utility model;

[0018] Figure 3 is Figure 2 a schematic diagram of some parts in

[0019] In the figure, 1. Side formwork assembly; 11. First pouring space;

[0020] 2. Bay formwork assembly; 21. Second pouring space;

[0021] 3. Support member; 31. Fixed part; 311. Support pipe; 312. Adjusting ring; 313. Bottom plate; 32. Height adjustment part; 321. Support rod; 322. Top plate; 323. Steel pipe; 33. Reinforcing rib;

[0022] 4. Handle;

[0023] 5. Bay window; 51. Upper floating plate; 52. Middle floating plate; 53. Lower floating plate; 54. Structural plate; 55. Structural beam. Detailed implementation manners

[0024] The following will further describe in detail the detailed implementation manners of the present utility model in conjunction with the drawings and embodiments. The following embodiments are used to illustrate the present utility model, but are not used to limit the scope of the present utility model.

[0025] In the description of the present utility model, it should be understood that the orientation or positional relationship indicated by the terms "longitudinal", "lateral", "vertical", "horizontal", "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", etc. in the present utility model is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation to the present utility model.

[0026] In the description of the utility model, it should be noted that unless otherwise clearly specified and limited, the terms "installed", "provided with", "connected", etc. should be understood in a broad sense. For example, "connected" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, and it can be the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific situations.

[0027] Such as Figures 1 to 3As shown in the figure, a formwork support assembly for a bay window 5 according to a preferred embodiment of the present utility model. The bay window 5 includes a structural beam 55, a structural slab 54, an upper overhanging slab 51, a middle overhanging slab 52, and a lower overhanging slab 53. The structural beam 55 is arranged along a first direction, and the structural slab 54, the upper overhanging slab 51, the middle overhanging slab 52, and the lower overhanging slab 53 are respectively and fixedly arranged on the structural beam 55 at intervals along a second direction. The structural slab 54 is arranged on one side of the structural beam 55, and the upper overhanging slab 51, the middle overhanging slab 52, and the lower overhanging slab 53 are arranged on the other side of the structural beam 55. It includes: a side formwork assembly 1, in which a first pouring space 11 arranged along the first direction is provided for pouring to form the structural beam 55; an overhanging slab formwork assembly 2, in which a second pouring space 21 extending along the second direction is provided for pouring to form the upper overhanging slab 51, and the first pouring space 11 and the second pouring space 21 communicate with each other; a support member 3, the support member 3 includes a fixed part 31 and a height adjustment part 32, the height adjustment part 32 is slidably connected to the fixed part 31 and can be relatively fixed to the fixed part 31, the bottom of the fixed part 31 is used to abut against the top of the middle overhanging slab 52, and the top of the height adjustment part 32 abuts against the bottom of the overhanging slab formwork assembly 2; the first direction and the second direction are perpendicular to each other.

[0028] The working process of the present utility model is as follows: After pouring the structural slab 54, the middle overhanging slab 52, the lower overhanging slab 53, and part of the structural beam 55, the specific steps for pouring the upper overhanging slab 51 and the remaining structural beam 55 are as follows. The bottom of the side formwork assembly 1 is abutted against the structural slab 54 and the middle overhanging slab 52, and the bottom of the support member 3 is abutted against the top of the middle overhanging slab 52. First, the distance between the height adjustment part 32 and the bottom of the fixed part 31 is adjusted to the height of the upper overhanging slab 51 to be poured. The bottom of the overhanging slab formwork assembly 2 abuts against the top of the height adjustment part 32. Then, concrete is poured into the first pouring space 11 and the second pouring space 21 formed between the side formwork assembly 1 and the overhanging slab formwork assembly 2 to form the upper overhanging slab 51 and the remaining structural beam 55. The specific steps for disassembling the overhanging slab formwork assembly 2 are as follows. The height adjustment part 32 is moved along the first direction in the direction close to the fixed part 31. At this time, there is a gap between the top of the height adjustment part 32 and the overhanging slab formwork assembly 2, which is convenient for workers to reach and operate, and is convenient for disassembling the overhanging slab formwork assembly 2. The steps for disassembling the side formwork assembly 1 are the same as those in the prior art and will not be elaborated here.

[0029] Preferably, the fixed part 31 is hollow, and the height adjustment part 32 is inserted into the fixed part 31. The height adjustment part 32 is inserted into the fixed part 31, and the occupied space of the installation part is small and it is easy to store.

[0030] Preferably, the fixing part 31 includes an adjusting ring 312 and a support pipe 311 which are arranged at intervals in the first direction. The adjusting ring 312 is hollow and has internal threads on its inner wall. The support pipe 311 extends along the first direction, and the top of the support pipe 311 is rotatably connected to the adjusting ring 312; the height adjusting part 32 includes a support rod 321, and the outer periphery of the support rod 321 is provided with threads that cooperate with the adjusting ring 312, and the support rod 321 is threadedly connected to the adjusting ring 312. Based on the above solution, the process of specifically adjusting the height adjusting part 32 to disassemble the floating slab membrane assembly is as follows. Rotate the adjusting ring 312. Since the adjusting ring 312 and the support rod 321 are threadedly connected, the support rod 321 slides along the axial direction (the first direction) of the adjusting ring 312 towards the bottom of the support pipe 311. There is a space between the top of the support rod 321 and the bottom of the floating slab mold assembly 2, providing space for construction workers to reach and operate, making it easier to disassemble the floating slab mold assembly 2. The threaded connection between the adjusting ring 312 and the support rod 321 not only has a simple structure, reliable connection, but also low production cost, and is easy to be applied to the construction site in large quantities.

[0031] Preferably, the fixing part 31 includes a bottom plate 313 which extends along the second direction, and the bottom of the support pipe 311 is welded to the top of the bottom plate 313. The bottom plate 313 bears the weight added by the height adjusting part 32 and the second pouring space 21 on it, and stably fixes it on the middle floating slab 52, for providing stable support and positioning.

[0032] Preferably, the thickness of the bottom plate 313 is at least 6 mm. The bottom plate 313 with a thickness of more than 6 mm can provide sufficient strength and stiffness, making the bottom plate 313 more firm and stable, and its wear resistance and durability meet the requirements of mechanical verification.

[0033] Preferably, the height adjusting part 32 includes a top plate 322 and a steel pipe 323. The top plate 322 extends along the second direction, the steel pipe 323 abuts against the top of the top plate 322, and the top plate 322 is welded to the top of the support rod 321. The beneficial effects of the top plate 322 are roughly the same as those of the bottom plate 313. The top plate 322 bears the weight added by the second pouring space 21 on it, for providing stable support and positioning.

[0034] Preferably, the support member 3 further includes a reinforcing rib 33 which is respectively welded to the bottom of the top plate 322 and the outer peripheral wall of the support rod 321. Improve the support performance and structural stability of the support member 3, disperse the load of the support rod 321, reduce the stress on the support member 3, thereby improving the safety and reliability of the overall structure of the support member 3. The reinforcing rib 33 can also enhance the structural rigidity and stability of the support member 3.

[0035] Preferably, the number of the reinforcing ribs 33 is four. Further improve the support performance and structural stability of the support member 3.

[0036] Preferably, a handle 4 is protrudingly provided on the outer peripheral wall of the adjusting ring 312. The handle 4 enables a construction worker to more easily grasp and operate the adjusting ring 312 during construction without relying on other tools or complex operation skills to rotate the adjusting ring 312. This intuitive and simple operation method improves the convenience of use.

[0037] Preferably, the number of the handles 4 is two. This facilitates a construction worker to respectively hold the two handles 4 with both hands, which is convenient for rotating the adjusting ring 312.

[0038] In summary, the embodiment of the present utility model provides a formwork support assembly for a bay window 5. After the structural slab 54, the middle floating slab 52, the lower floating slab 53, and part of the structural beam 55 are poured, the specific steps for pouring the upper floating slab 51 and the remaining structural beam 55 are as follows. The bottom of the side formwork assembly 1 is abutted against the structural slab 54 and the middle floating slab 52, the bottom of the support member 3 is abutted against the top of the middle floating slab 52. First, the distance between the height adjustment part 32 and the bottom of the fixing part 31 is adjusted to the height of the upper floating slab 51 to be poured. The bottom of the floating slab formwork assembly 2 is abutted against the top of the height adjustment part 32. Then, concrete is poured into the first pouring space 11 and the second pouring space 21 formed between the side formwork assembly 1 and the floating slab formwork assembly 2 to form the upper floating slab 51 and the remaining structural beam 55. The specific steps for disassembling the floating slab formwork assembly 2 are as follows. The height adjustment part 32 is moved along the first direction towards the fixing part 31. At this time, a gap is left between the top of the height adjustment part 32 and the floating slab formwork assembly 2, which is convenient for a worker to reach in and operate, facilitating the disassembly of the floating slab formwork assembly 2.

[0039] The above are only the preferred embodiments of the present utility model. It should be noted that for those of ordinary skill in the art, without departing from the technical principle of the present utility model, several improvements and substitutions can be made, and these improvements and substitutions should also be regarded as the protection scope of the present utility model.

Claims

1. A formwork support assembly for a bay window, the bay window (5) comprising a structural beam (55), a structural plate (54), an upper floating plate (51), a middle floating plate (52) and a lower floating plate (53), the structural beam (55) being arranged along a first direction, the structural plate (54), the upper floating plate (51), the middle floating plate (52) and the lower floating plate (53) being fixed on the structural beam (55) at intervals along a second direction, the structural plate (54) being arranged on one side of the structural beam (55), the upper floating plate (51), the middle floating plate (52) and the lower floating plate (53) being arranged on the other side of the structural beam (55), characterized in that: include: A side form assembly (1), wherein a first casting space (11) arranged along a first direction for casting is provided in the side form assembly (1) to form a structural beam (55); A floating plate formwork assembly (2), wherein a second pouring space (21) for pouring extending along a second direction is provided in the floating plate formwork assembly (2) to form an upper floating plate (51), and the first pouring space (11) and the second pouring space (21) are communicated with each other; A support member (3), the support member (3) comprising a fixing portion (31) and a height adjustment portion (32), the height adjustment portion (32) being slidably connected to the fixing portion (31) and capable of being relatively fixed to the fixing portion (31), the bottom of the fixing portion (31) being used to abut against the top of the middle floating board (52), and the top of the height adjustment portion (32) abutting against the bottom of the floating board mold assembly (2); The first direction and the second direction are perpendicular to each other.

2. The formwork support assembly for a bay window according to claim 1, characterized in that: The fixing portion (31) is hollow, and the height adjustment portion (32) is disposed inside the fixing portion (31).

3. The formwork support assembly for a bay window according to claim 2, characterized in that: The fixing portion (31) comprises an adjustment ring (312) and a support tube (311) arranged at intervals along a first direction; the adjustment ring (312) is hollow and has a threaded inner wall; the support tube (311) is extended along the first direction; and the top of the support tube (311) is rotatably connected to the adjustment ring (312); The height adjustment portion (32) comprises a support rod (321), the outer periphery of the support rod (321) is provided with a thread that cooperates with the adjustment ring (312), and the support rod (321) is threadedly connected to the adjustment ring (312).

4. The formwork support assembly for a bay window according to claim 3, characterized in that: The fixing portion (31) comprises a bottom plate (313), the bottom plate (313) is extended along the second direction, and the bottom of the support tube (311) is welded to the top of the bottom plate (313).

5. The formwork support assembly for a bay window according to claim 4, characterized in that: The thickness of the bottom plate (313) is at least 6 mm.

6. The formwork support assembly for a bay window according to claim 3, characterized in that: The height adjustment portion (32) comprises a top plate (322) and a steel pipe (323); the top plate (322) is extended along the second direction; the steel pipe (323) is in contact with the top of the top plate (322); and the top plate (322) is welded to the top of the support rod (321).

7. The formwork support assembly for a bay window according to claim 6, characterized in that: The support member (3) further comprises reinforcing ribs (33), wherein the reinforcing ribs (33) are respectively welded to the bottom of the top plate (322) and the outer peripheral wall of the support rod (321).

8. The formwork support assembly for a bay window according to claim 7, characterized in that: The number of the reinforcing ribs (33) is four.

9. The formwork support assembly for a bay window according to claim 3, characterized in that: A handle (4) is protruding from the outer peripheral wall of the adjustment ring (312).

10. The formwork support assembly for a bay window according to claim 9, characterized in that: The number of the handles (4) is two.

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