Formwork support system for house building pouring

Abstract

The utility model relates to the technical field of building formworks, and provides a formwork support system for house building pouring, which comprises a plurality of vertical plates, the plurality of vertical plates are divided into two groups, the two groups of vertical plates are oppositely arranged, a pouring space is formed between the two groups of vertical plates, each vertical plate is provided with a plurality of connecting parts, and the connecting parts are arranged in the pouring space. The connecting pieces are used for connecting the connecting parts of every two adjacent vertical plates, the transverse supporting frames are arranged on the vertical plates in a sliding mode and located on the lower sides of the vertical plates, and the two ends of the inclined supporting assemblies are arranged on the vertical plates and the transverse supporting frames in a sliding mode respectively and used for providing supporting force perpendicular to the horizontal plane for the vertical plates. By means of the technical scheme, the technical problem that in the prior art, when a formwork for building pouring is poured at the position with a certain depth, much on-site machining needs to be conducted on the building formwork is solved.

Description

TECHNICAL FIELD

[0001] Embodiments of the present disclosure relate to the technical field of building formwork, in particular to a formwork support system for house building pouring. BACKGROUND

[0002] In the pouring construction of house building, the formwork support system as a key facility to ensure the quality of concrete pouring and construction safety, its performance and structural design are crucial. However, the traditional formwork support system for house building pouring exposes many problems in actual application, which is difficult to meet the demand of modern building construction for high efficiency, precision and safety.

[0003] The early formwork support system has deficiencies in the connection of vertical plates. The connection between vertical plates is often not stable enough, and simple splicing or a small number of bolt fixation is usually used. In the process of concrete pouring, due to the lateral pressure of concrete, the vertical plates are prone to displacement or deformation, which leads to changes in the size of the pouring space and affects the forming quality of concrete members. Moreover, this connection method is relatively cumbersome in the assembly process, which requires a lot of time for adjustment and fixation, reducing the construction efficiency.

[0004] The support structure design of the traditional formwork support system also has defects. Its support structure is mostly simple vertical support, which cannot effectively disperse and withstand the lateral pressure of concrete. In the pouring process, the vertical plates have the risk of tilting or collapsing, which not only affects the construction progress, but also may cause safety accidents, endangering the life safety of construction personnel. Moreover, the adaptability of the traditional support structure is poor, which is difficult to meet the construction needs of pouring spaces of different heights and sizes, often requiring on-site adjustment and modification, increasing the construction difficulty and cost. At the same time, when pouring at the bottom of the pit or in a position with a certain depth, the modification and processing workload of the formwork is large, and there is a lack of universal formwork support. CONTENT OF THE INVENTION

[0005] To overcome the above-mentioned defects, embodiments of the present disclosure provide a formwork support system for house building pouring, which solves the technical problem that the existing formwork for building pouring needs more on-site processing when pouring at a position with a certain depth.

[0006] According to one aspect, at least one embodiment of the present disclosure provides a formwork support system for house building pouring, comprising:

[0007] a plurality of vertical plates, the plurality of vertical plates being divided into two groups, the two groups of vertical plates being oppositely arranged, a pouring space being formed between the two groups of vertical plates, the vertical plate having a connecting portion, the connecting portion being a plurality of connecting portions;

[0008] a connecting piece, the connecting piece being used for connecting the connecting portions of two adjacent vertical plates.

[0009] A lateral support frame is arranged on the vertical plate in a lifting and sliding manner and located on the lower side of the vertical plate.

[0010] An inclined support assembly is arranged on the vertical plate and the lateral support frame in a sliding manner at both ends thereof, and is used to provide a vertical support force of the vertical plate to the horizontal plane.

[0011] For example, the housing construction pouring formwork support system provided by at least one embodiment of the present disclosure includes a connecting part having a supporting part and an abutting part, the abutting parts of two adjacent connecting parts are arranged in abutment, and the connecting part includes:

[0012] A fastener is arranged on the supporting part and has two supporting parts located on the outer sides of the abutting parts.

[0013] An abutting part is arranged in a movable manner relative to the supporting part and is used to abut against the abutting part.

[0014] For example, the housing construction pouring formwork support system provided by at least one embodiment of the present disclosure includes a supporting part having a threaded hole, and the abutting part includes:

[0015] A mounting part is arranged in a threaded manner in the threaded hole.

[0016] A locking part is arranged at the end of the mounting part and is connected in a rotatable manner with the mounting part and is used to abut against the abutting part.

[0017] For example, the housing construction pouring formwork support system provided by at least one embodiment of the present disclosure includes a vertical plate having a sliding groove arranged along the length direction of the lateral support frame, the lateral support frame has a sliding end arranged in the sliding groove in a sliding manner, and the inclined support assembly includes:

[0018] A swing rod has a swing end and a connecting end, the swing end is arranged in the sliding groove in a sliding and rotatable manner and is located above the sliding end, and the swing rod is arranged in a swingable manner relative to the vertical plate.

[0019] A fixing part is arranged in a hinged manner on the connecting end and is arranged in a sliding manner on the lateral support frame.

[0020] An insertion part penetrates the fixing part and the lateral support frame and is used to be inserted into the ground.

[0021] For example, the housing construction pouring template support system provided by at least one embodiment of the present disclosure comprises a transverse support frame, a fixed part, a sliding groove, a sliding part, a slanting support assembly, a reinforcing sleeve, a connecting rod, and a swing rod.

[0022] For example, the housing construction pouring template support system provided by at least one embodiment of the present disclosure comprises a transverse support frame, a fixed part, a sliding groove, a sliding part, a slanting support assembly, a reinforcing sleeve, a connecting rod, and a swing rod.

[0023] For example, the housing construction pouring template support system provided by at least one embodiment of the present disclosure comprises a transverse support frame, a fixed part, a sliding groove, a sliding part, a slanting support assembly, a reinforcing sleeve, a connecting rod, and a swing rod.

[0024] A traction screw rod is rotationally arranged on the transverse support frame and penetrates the fixed part and the sliding part, and is used to pull the sliding part to slide.

[0025] For example, the housing construction pouring template support system provided by at least one embodiment of the present disclosure comprises a transverse support frame, a fixed part, a sliding groove, a sliding part, a slanting support assembly, a reinforcing sleeve, a connecting rod, and a swing rod.

[0026] For example, the housing construction pouring template support system provided by at least one embodiment of the present disclosure comprises a transverse support frame, a fixed part, a sliding groove, a sliding part, a slanting support assembly, a reinforcing sleeve, a connecting rod, and a swing rod.

[0027] The reinforcing sleeve is hingedly arranged on the transverse support frame and located on the side of the transverse support frame close to the vertical plate.

[0028] The connecting rod is threadedly arranged on the reinforcing sleeve and penetrates the swing rod, and the connecting rod has a pressing end used to press the swing rod.

[0029] For example, the housing construction pouring template support system provided by at least one embodiment of the present disclosure comprises a transverse support frame, a fixed part, a sliding groove, a sliding part, a slanting support assembly, a reinforcing sleeve, a connecting rod, and a swing rod.

[0030] The embodiments of the present disclosure have the following beneficial effects:

[0031] In the present disclosure, the transverse support frame is slidingly arranged on the vertical plate, and the inclined support assembly is also slidingly connected. This design allows the operator to flexibly adjust the positions of the transverse support frame and the inclined support assembly according to the actual construction requirements. In different height or size of the pouring space, the horizontal plane is often not at the bottom of the vertical plate, which causes the existing installation template to need to be adjusted on site, which is inconvenient to operate. In the present scheme, when the template needs to be supported at the bottom of the pit, the operator can adjust the transverse support frame and the inclined support assembly to adapt to the construction requirements. The stable support structure composed of the inclined support assembly and the transverse support frame can keep the position of the vertical plate stable during the concrete pouring process, preventing the deformation of the template caused by insufficient support. The stable support structure can effectively reduce the displacement and deformation of the template, ensuring that the size of the component after the concrete pouring meets the design requirements. BRIEF DESCRIPTION OF DRAWINGS

[0032] In order to more clearly illustrate the technical solutions in the embodiments of the present disclosure, the drawings needed in the description of the embodiments of the present disclosure will be briefly introduced. Obviously, the drawings in the following description are only some example embodiments of the present disclosure. Those skilled in the art can obtain other drawings according to the content of the example embodiments of the present disclosure and these drawings without creating any creative labor.

[0033] Figure 1 Structure schematic diagram of an embodiment of the present disclosure;

[0034] Figure 2 Structure schematic diagram of an embodiment of the present disclosure; Figure 1 Enlarged structure schematic diagram of A in the embodiment;

[0035] Figure 3 Enlarged structure schematic diagram of B in the embodiment. Figure 1

[0036] In the drawings: vertical plate-1, pouring space-101, connecting part-102, supporting part-103, abutting part-104, sliding groove-105, connecting piece-2, fastener-201, supporting part-202, abutting piece-203, threaded hole-204, mounting piece-205, locking piece-206, transverse support frame-3, sliding end-301, transverse slot-302, positioning hole-303, fixed part-304, inclined support assembly-4, swing rod-401, fixed piece-402, insertion piece-403, arc-shaped pressing part-404, swing end-405, connecting end-406, traction lead screw-5, reinforcing sleeve-6, connecting rod-7, pressing end-701. DETAILED DESCRIPTION

[0037] ​The present disclosure will be further described in details with reference to the drawings and examples. It can be understood that the specific examples described herein are merely used to explain the present disclosure, but not to limit the present disclosure.

[0038] For the simplicity of the drawings, only the parts related to the disclosure are shown in each drawing, and they do not represent the actual structure of the product. In addition, for the simplicity of the drawings and easy understanding, in some drawings, only one of the parts with the same structure or function is shown schematically, or only one of them is marked. In this document, "one" not only means "only one", but also means "more than one", and "several" includes "two" and "more than two".

[0039] In this document, it should be noted that, unless otherwise specified and limited, the terms "mounting", "connecting", "connection" should be understood broadly, for example, it can be fixed connection, or detachable connection, or integral connection; it can be mechanical connection, or electrical connection; it can be direct connection, or indirect connection through intermediate medium, or internal communication of two elements. For those skilled in the art, the specific meaning of the above terms in the present disclosure can be understood according to the specific circumstances.

[0040] In the present disclosure, unless otherwise specified and limited, "on" or "under" of the first feature to the second feature can include that the first and second features are in direct contact, or that the first and second features are not in direct contact but are in contact through another feature between them. Moreover, "on", "above" and "above" of the first feature to the second feature includes that the first feature is directly above and obliquely above the second feature, or only means that the horizontal height of the first feature is higher than that of the second feature. "Below", "below" and "below" of the first feature to the second feature includes that the first feature is directly below and obliquely below the second feature, or only means that the horizontal height of the first feature is less than that of the second feature.

[0041] In the description of the present embodiment, the terms "up", "down", "left", "right" and other orientation or position relationship are based on the orientation or position relationship shown in the drawings, which are only for the convenience of description and simplification of operation, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation of the present disclosure.

[0042] In addition, in the description of the present application, the terms "first", "second" and the like are only used to distinguish the description, and cannot be understood as indicating or implying relative importance.

[0043] As Figure 1As shown, the connecting piece 2 is used for the connection of the connecting part 102 of the adjacent two vertical plates 1, and this connection mode can make several vertical plates 1 form a stable whole. The connection strength between the adjacent two vertical plates 1 is enhanced, and the displacement or deformation of the vertical plate 1 in the pouring process is effectively prevented. The two ends of the diagonal support assembly 4 are respectively slidably arranged on the vertical plate 1 and the horizontal support frame 3, and the vertical plate 1 can be provided with a support force perpendicular to the horizontal plane. The diagonal support assembly 4, the vertical plate 1 and the horizontal support frame 3 form a stable triangular structure, and this structure has good compression resistance and lateral displacement resistance. In the concrete pouring process, the diagonal support assembly 4 can effectively disperse and withstand the lateral pressure of the concrete, and prevent the vertical plate 1 from tilting or collapsing.

[0044] The arrangement of the connecting part 102 and the connecting piece 2 makes the assembly process of the vertical plate 1 more convenient and fast. The operator only needs to align the connecting parts 102 of the adjacent vertical plates 1, and then connect them using the connecting piece 2, which improves the construction efficiency and enables the formwork support system to be built faster. The cooperation of the connecting part 102 and the connecting piece 2 can ensure the relative position accuracy between the adjacent vertical plates 1, thereby ensuring the dimensional accuracy of the pouring space 101. When assembling the vertical plate 1, the connecting part 102 can make the vertical plate 1 accurately aligned, reducing the installation error.

[0045] The horizontal support frame 3 is slidably arranged on the vertical plate 1, and the diagonal support assembly 4 also adopts a sliding connection mode. This design enables the operator to flexibly adjust the positions of the horizontal support frame 3 and the diagonal support assembly 4 according to actual construction requirements. In different height or size pouring spaces, the horizontal plane is often not at the bottom of the vertical plate 1, which requires the existing installed formwork to be adaptively adjusted on site, which is inconvenient to operate. In this scheme, when the formwork needs to be supported at the bottom of the pit, the operator can adjust the horizontal support frame 3 and the diagonal support assembly 4 to adapt to the construction requirements. The stable support structure formed by the diagonal support assembly 4 and the horizontal support frame 3 can keep the position of the vertical plate 1 stable during the concrete pouring process, preventing the deformation of the formwork due to insufficient support. The stable support structure can effectively reduce the displacement and deformation of the formwork, and ensure that the size of the component after the concrete pouring meets the design requirements.

[0046] As shown in the drawings, Figure 2As shown, the abutting portions 104 of two adjacent connecting portions 102 abut each other, cooperating with the structure of the fastener 201 and the support portion 202 and the abutting member 203, so that the connection between the vertical plates 1 is more compact and firm. The abutment of the abutting portion 104 provides initial connection stability, and the support portion 202 of the fastener 201 is located outside the abutting portion 104, further enhancing the reliability of the connection. The abutting member 203 abuts against the abutting portion 104, effectively preventing the relative displacement of the edges of the vertical plate 1 during pouring. This structural design optimizes the force transmission path. During concrete pouring, the lateral pressure is transmitted to the connecting portion 102 through the vertical plate 1, and the abutting portion 104 first bears part of the force, and then the force is evenly dispersed to the adjacent vertical plate 1 through the support portion 202 and the abutting member 203 of the fastener 201.

[0047] The fastener 201 of the connecting member 2 is arranged on the supporting portion 103, and the abutting member 203 is movably arranged relative to the support portion 202, so that the connection operation of the vertical plate 1 is relatively simple. The operator only needs to place the fastener 201 on the supporting portion 103, and then move the abutting member 203 to abut against the abutting portion 104 to complete the connection.

[0048] The supporting portion 103 provides a certain flexibility for the installation of the fastener 201, and the operator can appropriately adjust the position of the fastener 201 on the supporting portion 103 according to the actual construction requirements. In addition, the abutting member 203 is movably arranged relative to the support portion 202, and can also be finely adjusted according to the specific situation of the vertical plate 1. Compared with the structure with fixed connection position, the formwork support system adopting this structure can better adapt to different construction scenes and size differences of the vertical plate 1 when connecting the vertical plate 1, improving the flexibility and adaptability of the construction.

[0049] The abutting member 203 abuts against the abutting portion 104, which can effectively prevent the edge deformation of the vertical plate 1 during pouring. During the concrete pouring process, the edge portion is easily deformed under the influence of lateral pressure, thereby affecting the size accuracy and surface quality of the concrete member. The abutting action of the abutting member 203 can limit the displacement of the edge of the vertical plate 1, ensuring the stability of the edge portion. Since the edge deformation of the vertical plate 1 is effectively prevented, the damage degree of the formwork during use is reduced, thereby improving the reusability of the formwork.

[0050] For example, as shown in Figure 2 The support portion 202 has a threaded hole 204, and the mounting member 205 is threadedly arranged in the threaded hole 204, so that the mounting member 205 and the support portion 202 are tightly connected, providing a stable basis for subsequent abutting operation. The locking member 206 is arranged at the end of the mounting member 205 and is rotationally connected with the mounting member 205. When abutting against the abutting portion 104, sufficient pressure can be applied by rotating the locking member 206, so that the abutting portion 104 is subjected to firm abutting force.

[0051] The threaded connection of the mounting member 205 and the rotating abutting design of the locking member 206 enable the operator to quickly and conveniently complete the connection and fixing operation of the vertical plate 1. During installation, the operator only needs to screw the mounting member 205 into the threaded hole 204 and then rotate the locking member 206 to abut against the abutting portion 104.

[0052] For example, as shown in Figure 3 the sliding groove 105 of the vertical plate 1 is in sliding cooperation with the sliding end 301 of the transverse support frame 3, and the swinging end 405 of the swinging rod 401 is also arranged in the sliding groove 105, forming a stable connection relationship. This connection mode enables the transverse support frame 3 and the inclined support assembly 4 to effectively provide support for the vertical plate 1. During the concrete pouring process, the force transmitted through the sliding groove 105 can be uniformly distributed to each component, enhancing the stability of the entire formwork support system. The swinging rod 401 in the inclined support assembly 4 forms a triangular support structure with the vertical plate 1 and the transverse support frame 3. The swinging rod 401 is swingably arranged relative to the vertical plate 1, and the fixing member 402 is hingedly arranged on the connecting end 406 and slidably arranged on the transverse support frame 3, which enables the triangular structure to be self-adaptively adjusted according to the actual force condition.

[0053] The design of the sliding groove 105, the sliding end 301 and the swinging end 405 makes the installation process of the transverse support frame 3 and the inclined support assembly 4 more convenient and fast. The operator only needs to insert the sliding end 301 and the swinging end 405 into the sliding groove 105, respectively, to complete the preliminary installation. At the same time, due to the sliding connection between the components, the operator can flexibly adjust the positions of the transverse support frame 3 and the inclined support assembly 4 according to the actual construction requirements. When the formwork needs to be supported at the pit bottom, the operator can adjust the positions of the sliding end 301 and the swinging end 405 in the sliding groove 105 and the position of the fixing member 402 on the transverse support frame 3 to ensure the stability of the formwork support system. The insertion member 403 penetrates through the fixing member 402 and the transverse support frame 3 and is inserted below the ground, so that the formwork support system can be firmly fixed on different types of ground. Whether it is soft soil ground or hard rock ground, the insertion member 403 can provide sufficient anchoring force to prevent the formwork support system from shifting or tilting during the concrete pouring process. For some complex construction sites, such as areas with large slopes or uneven terrain, the flexibility of this structure enables the formwork support system to better adapt. By adjusting the positions of the components in the sliding groove 105 and the insertion depth and angle of the insertion member 403, the operator can build a stable formwork support system on complex terrain.

[0054] For example, as shown in Figure 1As shown, the sliding of the fixing member 402 is precisely guided by the transverse slot 302, so that the fixing member 402 can stably slide along the preset direction on the transverse support frame 3. During the construction and use of the formwork support system, the precise guidance ensures the accuracy of the connection between the inclined support assembly 4 and the transverse support frame 3, avoiding structural instability caused by the sliding deviation of the fixing member 402. The transverse slot 302 provides lateral support when the fixing member 402 is under stress, which can effectively disperse the force borne by the fixing member 402. During the concrete pouring process, the inclined support assembly 4 will be subjected to the pressure from the vertical plate 1 and the concrete, and because of the gap in the connection, the pressure will be in an uncertain direction. These forces are transmitted to the transverse support frame 3 through the fixing member 402. The lateral support of the transverse slot 302 can evenly disperse these forces into the structure of the transverse support frame 3, avoiding structural damage caused by excessive local stress.

[0055] The sliding design of the fixing member 402 in the transverse slot 302 makes the installation and position adjustment of the inclined support assembly 4 more convenient. The operator only needs to put the fixing member 402 into the transverse slot 302 to complete the preliminary installation, and can easily adjust the position of the fixing member 402 in the transverse slot 302 to adjust the position of the inclined support assembly 4 according to the actual construction needs.

[0056] The cooperation of the transverse slot 302 and the fixing member 402 enables the formwork support system to be compatible with various construction needs. Whether it is the pouring of small building components or the construction of large building foundations, the support effect of the inclined support assembly 4 can be optimized by adjusting the position of the fixing member 402 in the transverse slot 302.

[0057] In some special construction situations, the formwork needs to be built on the pit bottom support or on the inclined ground, the operator can flexibly adjust the position of the fixing member 402 in the transverse slot 302 according to the actual terrain and construction requirements, so that the inclined support assembly 4 can better adapt to the special construction situation, ensuring the stability and safety of the formwork support system.

[0058] For example, as shown in Figure 1 The positioning hole 303 is arranged along the length direction of the transverse support frame 3, and the insert 403 penetrates one of the positioning holes 303, which can realize the precise positioning of the fixing member 402. When the insert 403 penetrates the positioning hole 303, the force borne by the inclined support assembly 4 can be evenly transmitted to the transverse support frame 3 and the ground, reducing the local stress on the transverse support frame 3 and improving the overall stability and durability of the system, prolonging the service life of the formwork support system.

[0059] For example, as shown in Figure 1As shown, the fixing part 304 is located at the end of the transverse support frame 3 away from the vertical plate 1, providing a stable installation base for the traction rod 5. The traction rod 5 is rotatably mounted on the transverse support frame 3 and passes through the fixing part 304 and the fixing member 402. This structure ensures a tight connection between the fixing member 402 and the transverse support frame 3. During concrete pouring, the force borne by the inclined support assembly 4 can be more effectively transferred to the transverse support frame 3 through the connection of the traction rod 5, enhancing the structural stability of the entire formwork support system. The setting of the traction rod 5 makes the force transmission more uniform. When the formwork support system is subjected to the lateral pressure of concrete, the force is transmitted to the fixing member 402 through the inclined support assembly 4, and then evenly distributed to the transverse support frame 3 by the traction rod 5. Compared with structures with uneven force transmission, the formwork support system with this structure has reduced local stress on the transverse support frame 3 when subjected to the same lateral pressure.

[0060] The presence of the traction screw 5 makes adjusting the position of the fixing component 402 much easier. The operator only needs to rotate the traction screw 5 to easily pull the fixing component 402 to slide on the transverse support frame 3, thereby adjusting the position and angle of the oblique support assembly 4.

[0061] For example, such as Figure 1 As shown, one inclined support component 4 supports the middle of the upright plate 1, and another inclined support component 4 supports the upper end of the upright plate 1. This layered support method can more effectively address the forces exerted on the upright plate 1 during concrete pouring. Since the upper and lower ends of the upright plate 1 experience different stresses, the layered support can provide appropriate support forces to both ends, effectively preventing deformation of the upright plate 1. Compared to a single support method, this structure reduces the deformation rate of the upright plate 1 during pouring, enhancing the structural stability of the entire formwork support system. During concrete pouring, it better maintains the shape and dimensional accuracy of the pouring space 101, ensuring the molding quality of the concrete component.

[0062] The layered inclined support components 4 are connected to the vertical plate 1 via grooves 105 of varying lengths, optimizing the force transmission path. The lower inclined support components 4 primarily bear the pressure and lateral force from the bottom, while the upper inclined support components 4 mainly handle the lateral force from the top and the tensile force generated by the weight of the concrete. This rational force transmission method allows the force on the vertical plate 1 to be more evenly distributed across all components of the formwork support system.

[0063] For example, such as Figure 1As shown, the reinforcing sleeve 6 is hingedly arranged on the lateral support frame 3 and located on the side close to the vertical plate 1, the connecting rod 7 is threadedly arranged on the reinforcing sleeve 6 and penetrates through the swing rod 401, and the pressing end 701 is arranged on the swing rod 401. This structural design effectively enhances the connection strength between the lateral support frame 3 and the swing rod 401. During the concrete pouring process, the diagonal support assembly 4 bears the pressure from the vertical plate 1 and the concrete, and through the pressing of the connecting rod 7, the connection between the swing rod 401 and the lateral support frame 3 is more stable, preventing the swing rod 401 from loosening or shifting.

[0064] For example, as shown in Figure 2 The shape of the arc-shaped pressing portion 404 can better fit the surface of the vertical plate 1, and uniform pressure can be applied when pressing the vertical plate 1. This uniform pressure distribution effectively enhances the support effect of the swing rod 401 on the vertical plate 1, so that the vertical plate 1 can be better stabilized during the concrete pouring process.

[0065] It should be noted that the above embodiments are only used to illustrate the technical solutions of the present disclosure and are not limiting. Although the present disclosure has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the technical solutions of the present disclosure can be modified or replaced equivalently without departing from the spirit and scope of the technical solutions of the present disclosure, and they should be covered in the scope of the claims of the present disclosure.

Claims

1. A formwork support system for building construction, characterized in that, Include: Vertical plate (1), the vertical plate (1) is several, several vertical plate (1) is divided into two groups, two groups of vertical plate (1) are oppositely arranged, and pouring space (101) is formed between two groups of vertical plate (1), the vertical plate (1) has connecting part (102), and the connecting part (102) is several; Connecting piece (2), the connecting piece (2) is used for connecting the connecting part (102) of the adjacent two vertical plate (1); Transverse support frame (3), the transverse support frame (3) is slidably arranged on the vertical plate (1) and located on the lower side of the vertical plate (1); Inclined support assembly (4), both ends of the inclined support assembly (4) are slidably arranged on the vertical plate (1) and the transverse support frame (3) respectively, and the vertical plate (1) is used for providing support force perpendicular to the horizontal plane.

2. The formwork support system according to claim 1, wherein The connecting part (102) has a supporting part (103) and an abutting part (104), the abutting parts (104) of the adjacent two connecting parts (102) are abutted, and the connecting piece (2) comprises: Fastener (201), the fastener (201) is arranged on the supporting part (103), has supporting part (202), the supporting part (202) is two, and is located on the outer side of the two abutting parts (104); The abutting piece (203) is movably arranged relative to the supporting part (202), and is used for abutting with the abutting part (104).

3. The formwork support system according to claim 2, wherein The supporting part (202) has a threaded hole (204), and the abutting piece (203) comprises: Mounting piece (205), the mounting piece (205) is threadedly arranged in the threaded hole (204); Locking piece (206), the locking piece (206) is arranged at the end of the mounting piece (205), and is rotatably connected with the mounting piece (205), and is used for abutting with the abutting part (104).

4. The formwork support system according to claim 1, wherein The vertical plate (1) has a sliding groove (105), the sliding groove (105) is arranged along the length direction of the transverse support frame (3), the transverse support frame (3) has a sliding end (301), the sliding end (301) is slidably arranged in the sliding groove (105), and the inclined support assembly (4) comprises: Swing rod (401), the swing rod (401) has swing end (405) and connecting end (406), the swing end (405) is slidably and rotatably arranged in the sliding groove (105) and located above the sliding end (301), and the swing rod (401) is swingably arranged relative to the vertical plate (1); Fixed part (402), the fixed part (402) is hingedly arranged on the connecting end (406) and slidably arranged on the transverse support frame (3); Inserting piece (403), the inserting piece (403) penetrates the fixed part (402) and the transverse support frame (3), and is used for inserting below the ground.

5. The formwork support system according to claim 4, wherein The lateral support frame (3) has a lateral moving groove (302), the fixing part (402) is slidingly arranged in the lateral moving groove (302), the lateral moving groove (302) is used for sliding guide of the fixing part (402) and lateral support when the fixing part (402) is forced.

6. The formwork support system according to claim 5, wherein The bottom of the lateral moving groove (302) has positioning holes (303), the positioning holes (303) are arranged along the length direction of the lateral support frame (3), and the inserting part (403) penetrates one of the positioning holes (303).

7. The formwork support system according to claim 4, wherein The lateral support frame (3) further has a fixing part (304), the fixing part (304) is located at one end of the lateral support frame (3) away from the vertical plate (1), and the template support system for building pouring further comprises: A traction screw rod (5) is rotationally arranged on the lateral support frame (3) and penetrates the fixing part (304) and the fixing part (402), and is used for traction sliding of the fixing part (402).

8. The formwork support system according to claim 4, wherein The inclined support assembly (4) is at least two, one is supported in the middle of the sliding groove (105), and the other is supported in the upper part of the sliding groove (105).

9. The formwork support system for building construction according to claim 4, wherein The template support system for building pouring further comprises: A reinforcing sleeve (6) is hingedly arranged on the lateral support frame (3) and located on the side of the lateral support frame (3) close to the vertical plate (1); A connecting rod (7) is threadedly arranged on the reinforcing sleeve (6) and penetrates the swing rod (401), the connecting rod (7) has a pressing end (701), and the pressing end (701) is used for pressing on the swing rod (401).

10. The formwork support system according to claim 9, wherein The swing rod (401) has an arc-shaped pressing part (404), and the arc-shaped pressing part (404) is used for pressing the vertical plate (1).

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