Beam formwork support of beam-slab joint of bent formwork system

Abstract

The utility model discloses a beam formwork support of a beam-slab node of a bent formwork system, which comprises a side formwork supporting assembly, an L-shaped connecting fastener, an inclined rod, a beam supporting rod and a secondary ridge, the side formwork supporting assembly comprises a fixed rod and a telescopic pipe, the fixed rod comprises a vertical supporting rod and a transverse pipe, and the vertical supporting rod is connected with the transverse pipe through the L-shaped connecting fastener. The telescopic pipe adjustably extends into the transverse pipe and is connected with the transverse pipe through a penetrating bolt, and the telescopic pipe is fixedly connected to the disc of the vertical rod or the top support; wherein the L-shaped connecting fastener comprises a vertical fastening rod and a transverse connecting rod, the vertical fastening rod is connected to the vertical supporting rod in a sleeving mode, and the transverse connecting rod is adjustably connected to the jacking and connected with the jacking through a fixing bolt; the beam supporting rod is adjustably inserted into a transverse supporting rod connected with the side mold supporting assembly, the telescopic pipe, the beam supporting rod and the transverse pipe are connected through a body penetrating bolt, and the beam supporting rod is connected with a jacking; the device is low in cost, convenient to construct, high in structural stress, good in universality and high in safety.

Description

Technical Field

[0001] The utility model relates to the technical field of construction engineering, and particularly relates to a beam formwork support for a beam and slab node of a bent formwork support system. Background Art

[0002] Please refer to Figure 1 , in the bent formwork support system, for the beam formwork support at the beam and slab node, generally, the top horizontal steel pipe of the bent formwork support system is tightly pressed against the upper part of the lateral formwork of the corresponding side beam formwork, that is, the top horizontal steel pipe serves as both the formwork support rod 10 of the slab formwork and the support rod of the lateral formwork of the beam formwork. A plurality of tension bolts 16 are arranged and connected between the two lateral formworks of the beam formwork. The bottom formwork of the beam formwork is supported by the bottom horizontal steel pipe of the horizontal bent formwork support system. At this time, the bottom horizontal steel pipe serves as the beam support rod 1. Side vertical steel pipes 2 are arranged on both sides of the lateral formwork of the beam formwork. The intersection points of the side vertical steel pipes 2 with the formwork support rod 10 and the beam support rod 1 are connected by pipe fasteners (not shown). The cross-section of the beam formwork is U-shaped, and the bent formwork support system is a disc buckle type scaffolding or a fastener type scaffolding. Since the formwork support rod 10 of the beam formwork is tightly pressed against the lateral formwork of the beam formwork, the cantilever of the formwork support rod 10 at the beam and slab node is too large, which affects the load transfer force on the beam side support 6 and the vertical pole 5. In addition, at the node of the formwork support rod 10 and the side vertical steel pipe 2 at the beam formwork node, it is difficult to connect and fix by pipe fasteners due to the narrow working space, which affects the structural force on the side of the beam formwork. At the intersection point of the beam support rod 1 and the support 6 at the bottom of the beam, since the beam support rod 1 is a round steel pipe and the threaded rod of the support 6, it is difficult to connect and fix at the intersection point, which affects the structural force at the bottom of the beam formwork, resulting in poor concrete forming quality at the beam formwork. In addition, when connecting by the tension bolt 16 at the beam formwork, it is necessary to punch holes between the two lateral formworks of the beam formwork and subsequent plugging is required. Limited by the operation space at the beam and slab node, it is not convenient for plugging construction, and the tension bolts 16 distributed longitudinally on the beam formwork increase the cost. In addition, when the dimensions such as the height and width of the beam formwork change, it is difficult to adjust the connection between the formwork support rod 10, the beam support rod 1, the side vertical steel pipe 2 and the bent formwork support system, resulting in poor versatility of the existing beam formwork support. Especially, when the distance between the beam side vertical pole and the beam edge is too small, the construction is inconvenient; when the distance between the beam side vertical pole and the beam edge is too large, it affects the beam side load transfer. Summary of the Utility Model

[0003] The purpose of the utility model is to provide a beam formwork support for a beam and slab node of a bent formwork support system to solve the problems that when the formwork support rod is tightly pressed against the lateral formwork of the beam formwork, there is a large cantilever resulting in poor structural force, the working space at the intersection nodes of the beam support rod, the side vertical steel pipe, the formwork support rod and the vertical pole or the top plate is small and it is impossible to connect by pipe fasteners or inconvenient to connect by pipe fasteners, and the use of tension bolts for the beam formwork results in high cost and complicated subsequent construction.

[0004] In order to solve the above technical problems, the technical solution provided by the present utility model is: a beam formwork support for the beam-slab joint of a bent formwork system, comprising:

[0005] Side formwork support components, several in number, symmetrically arranged on both sides of the beam formwork. Each side formwork support component includes a fixed rod and a telescopic tube. The fixed rod includes a vertical support rod and a connected horizontal tube. The telescopic tube is adjustably inserted and connected into the horizontal tube and connected by a through-body bolt. The horizontal tube and the telescopic tube form the horizontal support rod of the side formwork support component. The telescopic tube of the horizontal support rod is fixedly connected to the disc on the vertical rod of the bent formwork system on the side of the beam formwork or the top support on the vertical rod. The vertical support rod is arranged parallel to the lateral formwork of the beam formwork;

[0006] L-shaped connecting fasteners, a plurality of which are matched with the side formwork support components. The L-shaped connecting fasteners include a vertical fastening rod and a horizontal connecting rod. The vertical fastening rod is sleeved on the vertical support rod of the side formwork support component. The horizontal connecting rod is adjustably connected to the top support of the vertical rod of the bent formwork system where the horizontal support rod is located and connected by a fixed bolt. Adjusting holes for the fixed bolt to pass through are arranged along the length direction of the horizontal connecting rod;

[0007] The side formwork support components, L-shaped connecting fasteners and top supports enclose a rectangular shape, or the side formwork support components, L-shaped connecting fasteners, top supports and vertical rods enclose a rectangular shape;

[0008] Diagonal rods, connected between the horizontal support rod and the vertical support rod of each side formwork support component;

[0009] Beam support rods, adjustably inserted and connected into the horizontal support rods of two side formwork support components arranged on the same horizontal line on both sides of the beam formwork, and the telescopic tube, beam support rod and horizontal tube are connected by the through-body bolt. The beam support rod is connected to the top support of the bent formwork system at its lower end;

[0010] Secondary battens, a plurality of which are arranged at equal intervals between the lateral formwork of the beam formwork and the vertical support rod and between the bottom formwork and the beam support rod.

[0011] Furthermore, for the beam formwork support of the beam-slab joint of the bent formwork system provided by the present utility model, the fixed rod is L-shaped.

[0012] Furthermore, for the beam formwork support of the beam-slab joint of the bent formwork system provided by the present utility model, the fixed rod is T-shaped.

[0013] Furthermore, for the beam formwork support of the beam-slab joint of the bent formwork system provided by the present utility model, an extension rod is connected to the vertical support rod of the fixed rod by a through-body bolt.

[0014] Furthermore, for the beam formwork support of the bent frame formwork support system for beam-slab joints provided by the present utility model, when the telescopic pipe is connected to the top support, a threaded hole is provided at the connection between the telescopic pipe and the top support, and the telescopic pipe is threadedly connected to the top support. A locking nut is provided on the top support, and the locking nut abuts against the upper part of the telescopic pipe.

[0015] Furthermore, for the beam formwork support of the bent frame formwork support system for beam-slab joints provided by the present utility model, when the telescopic pipe is connected to the disc of the vertical pole, a buckle joint is provided at the position of the telescopic pipe and the disc of the vertical pole, and the telescopic pipe is connected to the disc of the vertical pole through the buckle joint.

[0016] Furthermore, for the beam formwork support of the bent frame formwork support system for beam-slab joints provided by the present utility model, the slab support rods located under the slab formwork at the beam-slab joints do not support on the side formwork of the beam formwork, and are only connected between the top supports.

[0017] Furthermore, for the beam formwork support of the bent frame formwork support system for beam-slab joints provided by the present utility model, the adjustment hole is a strip-shaped hole.

[0018] Furthermore, for the beam formwork support of the bent frame formwork support system for beam-slab joints provided by the present utility model, the adjustment holes are multiple bolt holes arranged at intervals.

[0019] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0020] The beam formwork support of the bent frame formwork support system for beam-slab joints provided by the present utility model mainly consists of a side formwork support assembly, an L-shaped connecting fastener and a beam support rod. The bottom of the beam formwork is supported by the beam support rod, the top support below it and the bent frame formwork support system, and the side of the beam formwork is supported by the combined action of the side formwork support assembly and the L-shaped connecting fastener; it replaces the existing beam formwork support composed of slab support rods, beam support rods, side vertical steel pipes and tie bolts. Compared with the existing beam formwork support, it has the advantage of simple construction procedures. Since the use of tie bolts is avoided, the formwork support cost of the beam formwork is reduced.

[0021] The beam formwork support of the bent formwork support system beam-slab node provided by the present utility model is connected to the vertical pole of the bent formwork support system or the jack thereon through the side formwork support assembly, so as to laterally support the side formwork of the beam formwork through the secondary joist; the vertical buckle rod of the L-shaped connecting fastener is sleeved on the vertical support rod of the side formwork support assembly, which facilitates the connection between the L-shaped connecting fastener and the vertical support rod of the side formwork support assembly and is less affected by the narrow working space; the transverse connecting rod of the L-shaped connecting fastener can be adjustably connected to the jack of the vertical pole of the bent formwork support system where the transverse support rod is located and is connected through the fixing bolt, thus facilitating the connection between the L-shaped connecting fastener and the jack; the top of the side formwork of the beam formwork is tightly supported by the L-shaped connecting fastener, so that the structural force of the side formwork of the beam formwork is transmitted to the jack it is connected to through the L-shaped connecting fastener, and then transmitted to the bent formwork support system, avoiding the problem that the traditional formwork support rod is tightly pressed on the side formwork of the beam formwork, resulting in too large a cantilever of the formwork support rod and affecting the structural force and the concrete pouring quality of the beam structure.

[0022] The beam formwork support of the bent formwork support system beam-slab node provided by the present utility model realizes the length adjustment of the transverse support rod by the adjustable connection of the beam support rod to the transverse support rods of the side formwork support assemblies on both sides of the beam formwork and the adjustable connection of the telescopic tube and the transverse tube of the transverse support rod of the side formwork support assembly, and is adjustably connected to the jack through the L-shaped connecting fastener with adjustable length, so as to make adaptive adjustment according to the width of the beam formwork, with high versatility and avoiding the problem of re-arrangement of the bent formwork support system.

[0023] The beam formwork support of the bent formwork support system beam-slab node provided by the present utility model is enclosed in a rectangular shape by the side formwork support assembly, the L-shaped connecting fastener and the jack, or enclosed in a rectangular shape by the side formwork support assembly, the L-shaped connecting fastener, the jack and the vertical pole; and the diagonal rod divides the rectangular shape into triangular and trapezoidal structures, thus improving the structural stability of the beam formwork support, enhancing its load-bearing strength and having high safety. Description of the Drawings

[0024] Figure 1 is the elevation structural schematic diagram of the existing beam formwork support;

[0025] Figure 2 is the elevation structural schematic diagram of the beam formwork support of the present utility model;

[0026] Figure 3 is Figure 2 the enlarged view of the beam formwork support at the beam formwork with a higher height specification at the beam-slab node in

[0027] Figure 4 is Figure 2 the enlarged view of the beam formwork support at the beam formwork with a lower height specification at the beam-slab node in

[0028] Figure 5 It is a schematic structural diagram of the side formwork support assembly;

[0029] Figure 6 It is a disassembled structural diagram of the disassembled support assembly;

[0030] Figure 7 It is a schematic structural diagram of the side formwork support assembly of another embodiment;

[0031] Figure 8 It is a front view structural diagram of the L-shaped connecting fastener;

[0032] Figure 9 It is a top view structural diagram of the L-shaped connecting fastener;

[0033] Figure 10 It is a top view structural diagram of the L-shaped connecting fastener and the jack node;

[0034] As shown in the figure:

[0035] 1. Beam support rod, 2. Side vertical steel pipe, 3. Side formwork support assembly, 31. Fixed rod, 311. Vertical support rod, 312. Horizontal pipe, 32. Telescopic pipe, 321. Bolt hole, 33. Extension rod, 4. L-shaped connecting fastener, 41. Vertical fastening rod, 42. Horizontal connecting rod, 43. Adjusting hole, 5. Vertical rod, 51. Disc, 6. Jack, 7. Horizontal rod, 8. Diagonal rod, 9. Secondary joist, 10. Plate support rod, 11. Plate formwork, 12. Through-body bolt, 13. Fixed bolt, 14. Locking bolt, 15. Buckle joint, 16. Tie bolt. Specific embodiments

[0036] The present invention will be described in detail below with reference to the accompanying drawings: According to the following description, the advantages and features of the present invention will be clearer. It should be noted that the accompanying drawings are all in a very simplified form and use non-precise scales, only for the purpose of conveniently and clearly assisting in explaining the purpose of the embodiments of the present invention.

[0037] Please refer to Figures 2 to 10 , the embodiment of the present invention provides a beam formwork support for the beam-slab node of a bent frame formwork system, including a side formwork support assembly 3, an L-shaped connecting fastener 4, a beam support rod 1, a diagonal rod 8 and a secondary joist 9, wherein:

[0038] The side formwork support components 3 are several and are symmetrically arranged on both sides of the beam formwork 11. Each side formwork support component 3 includes a fixed rod 31 and a telescopic tube 32. The fixed rod 31 includes a vertical support rod 311 and a connected horizontal tube 312. The telescopic tube 32 is adjustably inserted and connected into the horizontal tube 312 and is connected by a through-body bolt 12. The horizontal tube 312 and the telescopic tube 32 form the horizontal support rod of the side formwork support component 3. The telescopic tube 32 of the horizontal support rod is fixedly connected to the disc 51 of the vertical rod 5 of the bent support formwork system on the side of the beam formwork 11 or the top bracket 6 on the vertical rod 5. The vertical support rod 311 is arranged parallel to the side formwork of the beam formwork 11. The horizontal tube 312 is connected to the lower end of the vertical support rod 311. The through-body bolt 12 penetrates through the horizontal tube 312. Among them Figure 3 The situation where the telescopic tube 32 is connected to the disc 51 of the vertical rod 5 of the bent support formwork system is illustrated. Figure 4 The situation where the telescopic tube 32 is connected to the top bracket 6 on the vertical rod 5 of the bent support formwork system is illustrated. The vertical support rod 311 and the horizontal tube 312 can be tubular parts such as square tubes or round tubes.

[0039] There are multiple L-shaped connecting fasteners 4 that match the side formwork support components 3. The L-shaped connecting fasteners 4 include a vertical fastening rod 41 and a horizontal connecting rod 42. The vertical fastening rod 41 is sleeved on the vertical support rod 311 of the side formwork support component 3. The horizontal connecting rod 42 is adjustably connected to the top bracket 6 of the vertical rod 5 of the bent support formwork system where the horizontal support rod is located and is connected by a fixing bolt 13. Adjusting holes 43 for the fixing bolt 13 to pass through are arranged along the length direction of the horizontal connecting rod 42. In order to improve the reliable connection between the L-shaped connecting fastener 4 and the side formwork support component 3, the connection between the vertical fastening rod 41 and the vertical support rod 311 can also be connected by a through-body bolt 12. Among them, the side formwork support components 3, the L-shaped connecting fasteners 4 and the top brackets 6 enclose a rectangular shape, or the side formwork support components 3, the L-shaped connecting fasteners 4, the top brackets 6 and the vertical rods 5 enclose a rectangular shape; the rectangular shape can enhance the structural stability of the beam formwork support. The vertical fastening rod 41 and the horizontal connecting rod 42 of the L-shaped connecting fastener 4 can both be tubular parts such as square tubes or round tubes.

[0040] The diagonal rod 8 is connected between the horizontal support rod and the vertical support rod 311 of each side formwork support component 3. The diagonal rod 8 is specifically connected to the telescopic tube 32 of the horizontal support rod. The diagonal rod 8 can be a steel bar or a steel pipe.

[0041] The beam support rod 1 is adjustably inserted and connected into the transverse support rods of two side formwork support assemblies 3 that are arranged on both sides of the beam formwork 11 and are on the same horizontal line, and the telescopic tube 32, the beam support rod 1, and the transverse tube 312 are connected through the through-body bolt 12. The beam support rod 1 is connected to the jack 6 of the bent frame formwork system at its lower end. Among them, the telescopic tube 32, the transverse tube 312, and the beam support rod 1 are sleeved with each other, and their cross-sectional dimensions from large to small can be: the transverse tube 312, the telescopic tube 32, the beam support rod 1, or the transverse tube 312, the beam support rod 1, and the telescopic tube 32, and the three coincide at the connection node. The beam support rod 1 can be a tubular member such as a square tube or a round tube.

[0042] The secondary ribs 9 are multiple and are arranged at equal intervals between the side formwork and the vertical support rods 311 of the beam formwork 11 and between the bottom formwork and the beam support rod 1. The secondary ribs 9 are wooden squares.

[0043] The beam formwork support of the bent frame formwork system beam-slab node provided by the embodiment of the present utility model is composed of a side formwork support assembly 3, an L-shaped connecting fastener 4, and a beam support rod 1. The bottom of the beam formwork 11 is supported by the beam support rod 1 and the jack 6 below it and the bent frame formwork system, and the side of the beam formwork 11 is supported by the combined action of the side formwork support assembly 3 and the L-shaped connecting fastener 4; to replace the existing beam formwork support composed of a slab support rod 10, a beam support rod 1, a side vertical steel pipe, and a tie bolt, compared with the existing beam formwork support, it has the advantage of simple construction procedures. Since the use of tie bolts is avoided, the formwork support cost of the beam formwork 11 is reduced.

[0044] The beam formwork support of the bent frame formwork system beam-slab node provided by the embodiment of the present utility model is connected to the vertical rod 5 of the bent frame formwork system or the jack 6 thereon through the side formwork support assembly 3, so as to laterally support the side formwork of the beam formwork 11 through the secondary ribs 9; the vertical buckle rod 41 of the L-shaped connecting fastener 4 is sleeved on the vertical support rod 311 of the side formwork support assembly 3, which facilitates the connection between the L-shaped connecting fastener 4 and the vertical support rod 311 of the side formwork support assembly 3 and is less affected by the narrow working space; the transverse connecting rod 42 of the L-shaped connecting fastener 4 is adjustably connected to the jack 6 of the vertical rod 5 of the bent frame formwork system where the transverse support rod is located and is connected through the fixing bolt 13, thus facilitating the connection between the L-shaped connecting fastener 4 and the jack 6; the top of the side formwork of the beam formwork 11 is tightly supported by the L-shaped connecting fastener 4, so that the structural force of the side formwork of the beam formwork 11 is transmitted to the jack 6 it is connected to through the L-shaped connecting fastener 4, and then transmitted to the bent frame formwork system, avoiding the problem that the traditional slab support rod 10 is tightly pressed on the side formwork of the beam formwork 11, resulting in too large a cantilever of the slab support rod 10, affecting the structural force and the concrete pouring quality of the beam structure.

[0045] The beam formwork support of the beam-slab joint of the bent formwork support system provided by the embodiment of the present utility model can be adjustably connected to the transverse support rods of the side formwork support assemblies 3 on both sides of the beam formwork 11 through the beam support rods 1, and through the adjustable connection between the telescopic tube 32 of the transverse support rod of the side formwork support assembly 3 and the transverse tube 312, the length adjustment of the transverse support rod is realized, and it can be adjustably connected to the top support 6 through the L-shaped connection fastener 4, so as to make adaptive adjustment according to the width of the beam formwork 11, which has high versatility and avoids the problem of re-arrangement of the bent formwork support system.

[0046] For the beam formwork support of the beam-slab joint of the bent formwork support system provided by the embodiment of the present utility model, the side formwork support assemblies 3, the L-shaped connection fasteners 4 and the top supports 6 enclose a rectangular shape, or the side formwork support assemblies 3, the L-shaped connection fasteners 4, the top supports 6 and the vertical rods 5 enclose a rectangular shape; and the diagonal rod 8 divides the rectangular shape into triangular and trapezoidal structures, thereby improving the structural stability of the beam formwork support, enhancing its load-bearing strength, and having high safety.

[0047] Please refer to Figure 6 , for the beam formwork support of the beam-slab joint of the bent formwork support system provided by the embodiment of the present utility model to facilitate the telescopic adjustment of the fixed rod 31 and the telescopic tube 32, the fixed rod 31 can be L-shaped. For improving stability, the fixed rod 31 can also be T-shaped.

[0048] Please refer to Figure 3 and Figure 7 , for the beam formwork support of the beam-slab joint of the bent formwork support system provided by the embodiment of the present utility model to improve the versatility of the beam formwork support, an extension rod 33 is connected to the vertical support rod 311 of the fixed rod 31 through a through-body bolt 12. The extension rod 33 can be a tubular member such as a square tube or a round tube. By adjusting the telescopic length of the extension rod 33 relative to the vertical support rod 311 of the fixed rod 31, the beam formwork of different height specifications can be adjusted in the height direction, thereby improving the versatility of supporting the beam formwork. That is, the beam formwork support can be adjusted in both the horizontal and height directions of the beam formwork to adapt to beam formworks of different height and width specifications.

[0049] Please refer to Figures 4 to 6 , for the beam formwork support of the beam-slab joint of the bent formwork support system provided by the embodiment of the present utility model to realize the erection construction of the beam formwork support at the beam formwork with a lower height specification, when the telescopic tube 32 is connected to the top support 6, a threaded hole 321 is provided at the connection between the telescopic tube 32 and the top support 6, the telescopic tube 32 is threadedly connected to the top support 6, and a locking nut 14 is provided on the top support 6, and the locking nut 14 abuts against the upper part of the telescopic tube 32. The locking nut 14 can improve the connection stability between the telescopic tube 32 and the top support 5 and prevent loosening of the connection.

[0050] Please refer to Figure 3 and Figure 7 In order to implement the erection construction of the beam formwork support at the beam formwork with a relatively high height specification, for the beam formwork support of the beam-slab node provided by the embodiment of the present utility model, when the telescopic pipe 32 is connected to the disc 51 of the vertical rod 5, a buckle joint 15 is provided at the disc 51 of the telescopic pipe 32 and the vertical rod 5, and the telescopic pipe 32 is connected to the disc 51 of the vertical rod 5 through the buckle joint 15.

[0051] Please refer to Figure 2 In order to avoid the cantilever problem of the slab support rod 10 and affect the structural stress of the beam formwork support, for the beam formwork support of the beam-slab node provided by the embodiment of the present utility model, the slab support rod 10 located below the slab formwork at the beam-slab node is not supported on the side formwork of the beam formwork 11, but is only connected between the top supports 6.

[0052] Please refer to Figures 8 to 9 In order to achieve the adjustable connection of the L-shaped connecting fastener 4, for the beam formwork support of the beam-slab node provided by the embodiment of the present utility model, the adjustment hole 43 is a strip-shaped hole. Of course, the adjustment holes 43 are a plurality of bolt holes arranged at intervals.

[0053] For the beam formwork support of the beam-slab node provided by the embodiment of the present utility model, the side formwork support assembly 3 and the L-shaped connecting fastener 4 are modular, which is convenient for the disassembly and assembly of the beam formwork support.

[0054] The present utility model is not limited to the above specific embodiments. Obviously, the above-described embodiments are part of the embodiments of the present utility model, rather than all embodiments. Based on the described embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art belong to the scope of protection of the present utility model. Those skilled in the art can make other levels of modifications and changes to the present utility model. Thus, if these modifications and changes of the present utility model are within the scope of the claims of the present utility model, the present utility model also intends to include these modifications and changes.

Claims

1. A beam formwork support for the beam-slab joint of a bent formwork system, characterized in that Including: Side form support components, several of which are symmetrically arranged on both sides of the beam formwork. Each side form support component includes a fixed rod and a telescopic tube. The fixed rod includes a vertical support rod and a connected horizontal tube. The telescopic tube is adjustably inserted and connected into the horizontal tube and connected by a through-body bolt. The horizontal tube and the telescopic tube form the horizontal support rod of the side form support component. The telescopic tube of the horizontal support rod is fixedly connected to the disc of the vertical rod or the top support on the vertical rod of the bent frame formwork system on the side of the beam formwork. The vertical support rod is arranged parallel to the side form of the beam formwork; L-shaped connecting fasteners, a plurality of which are matched with the side form support components. The L-shaped connecting fasteners include a vertical fastening rod and a horizontal connecting rod. The vertical fastening rod is sleeved on the vertical support rod of the side form support component. The horizontal connecting rod is adjustably connected to the top support of the vertical rod of the bent frame formwork system where the horizontal support rod is located and connected by a fixed bolt. Adjusting holes for the fixed bolt to pass through are arranged along the length direction of the horizontal connecting rod; The side form support components, L-shaped connecting fasteners and top supports enclose a rectangular shape, or the side form support components, L-shaped connecting fasteners, top supports and vertical rods enclose a rectangular shape; Diagonal rods, connected between the horizontal support rod and the vertical support rod of each side form support component; Beam support rods, adjustably inserted and connected into the horizontal support rods of two side form support components on both sides of the beam formwork and distributed on the same horizontal line, and the telescopic tube, beam support rod and horizontal tube are connected by the through-body bolt. The beam support rod is connected to the top support of the bent frame formwork system at its lower end; Secondary ribs, a plurality of which are arranged at equal intervals between the side form of the beam formwork and the vertical support rod and between the bottom form and the beam support rod.

2. The beam formwork support of the beam-slab joint of the bent formwork support system according to claim 1, characterized in that, The fixed rod is L-shaped.

3. The beam formwork support of the beam-slab joint of the bent formwork system according to claim 1, characterized in that, The fixed rod is T-shaped.

4. The beam formwork support of the beam-slab joint of the bent formwork system according to claim 1, characterized in that An extension rod is connected to the vertical support rod of the fixed rod by a through-body bolt.

5. The beam formwork support of the beam-slab joint of the bent formwork system according to claim 1, characterized in that, When the telescopic tube is connected to the top support, a threaded hole is provided at the connection between the telescopic tube and the top support. The telescopic tube is threadedly connected to the top support. A locking nut is provided on the top support, and the locking nut abuts against the upper part of the telescopic tube.

6. The beam formwork support of the beam-slab joint of the bent formwork support system according to claim 1, characterized in that, When the telescopic tube is connected to the disc of the vertical rod, a buckle joint is provided at the connection between the telescopic tube and the disc of the vertical rod. The telescopic tube is connected to the disc of the vertical rod through the buckle joint.

7. The beam formwork support of the beam-slab joint of the bent formwork support system according to claim 1, characterized in that, At the beam-slab joint, the slab support rod below the slab formwork does not support on the side form of the beam formwork and is only connected between the top supports.

8. The beam formwork support of the beam-slab joint of the shelf formwork system according to claim 1, characterized in that, The adjusting hole is a strip-shaped hole.

9. The beam formwork support of the beam-slab joint of the bent formwork support system according to claim 1, characterized in that, The adjusting holes are a plurality of bolt holes arranged at intervals.

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