Temporary supporting structure of reinforcing project

Abstract

The invention discloses a temporary supporting structure for reinforcing engineering, the temporary supporting structure comprises at least one supporting assembly, and the supporting assembly comprises a vertical rod assembly, a first supporting component and a second supporting component; the center of the first supporting component is arranged at one end of the vertical rod assembly. The second supporting component is arranged on the first supporting component and used for being matched with the first supporting component to jointly and temporarily support a reinforcing object. The first supporting component comprises at least three first supporting arms, the first supporting arms are arranged perpendicular to the first direction, the first ends of the first supporting arms are located in the center of the first supporting component, and the second supporting component comprises at least three second supporting arms. The two ends of the second supporting arm are arranged at the second ends of the two adjacent first supporting arms respectively. Under the condition that the supporting strength of the supporting assembly is guaranteed, the using number of the vertical rod assemblies is reduced, construction of workers is facilitated, and the space utilization rate is increased. The method can be widely applied to the technical field of reinforcement engineering.

Description

Technical Field

[0001] The present application relates to the technical field of reinforcement engineering, and in particular to a temporary support structure for reinforcement engineering. Background Art

[0002] With advancements in construction technology, modern building codes have placed higher demands on the structural performance and safety of buildings. Reinforcement and renovation can help older buildings meet these new standards and adapt to the demands of modern society. Reinforcement projects are also increasingly in demand. Increasing the cross-section of beams and columns is a key method of building reinforcement. During this process, temporary supports are often required to ensure the structural safety of the building.

[0003] However, using traditional steel pipe scaffolding or socket-type scaffolding for temporary support often hinders construction workers' reinforcement operations due to the load-bearing requirements and the spacing between horizontal and vertical bars, resulting in low construction efficiency. The limited operating space also causes construction workers to frequently collide with the temporary support system, which reduces its stability. Summary of the Invention

[0004] In order to solve at least one of the above technical problems, the present application provides a temporary support structure for reinforcement engineering, and the technical solution adopted is as follows.

[0005] The temporary support structure of the reinforcement project provided in the present application includes at least one support assembly, and the support assembly includes a vertical pole assembly, a first support member and a second support member, with the axial direction of the vertical pole assembly as the first direction; the center of the first support member is set at one end of the vertical pole assembly, and the first support member is used to temporarily support the reinforcement object; the second support member is set on the first support member, and the second support member is used to cooperate with the first support member to temporarily support the reinforcement object; wherein, the first support member includes at least three first support arms, each of the first support arms is arranged perpendicular to the first direction, and the first end of each of the first support arms is located at the center position of the first support member, and the second support member includes at least three second support arms, and the two ends of the second support arm are respectively set at the second ends of two adjacent first support arms.

[0006] In certain embodiments of the present application, the first support member includes at least three reinforcement ropes, each of the first support arms is provided with the reinforcement rope, the reinforcement rope extends from the first end of the first support arm to the second end and both ends of the reinforcement rope are fixedly connected to the first support arm, and the reinforcement rope can apply tension to the second end of the first support arm and increase the supporting force of the first support arm on the second support arm.

[0007] In certain embodiments of the present application, a first anchor plate is provided at the first end of the first support arm, one end of the reinforcement rope is fixed to the first anchor plate, a second anchor plate is provided at the second end of the first support arm, the other end of the reinforcement rope is fixed to the second anchor plate, and the reinforcement rope is arranged obliquely relative to the length direction of the first support arm.

[0008] In certain embodiments of the present application, a threaded locking member is provided at one end of the reinforcement rope, and a fixed head is provided at the other end. The threaded locking member is provided on one of the first anchor plate and the second anchor plate, and the fixed head is provided on the other one. Both the first anchor plate and the second anchor plate are provided with through holes.

[0009] In certain embodiments of the present application, the threaded locking member is provided with a locking nut and is fixedly connected to the through hole of one of the first anchor plate and the second anchor plate through the locking nut; or, the threaded locking member is fixedly connected to the inner side wall of the through hole of one of the first anchor plate and the second anchor plate in a threaded connection manner.

[0010] In some embodiments of the present application, four of each of the first support arms and the second support arms are provided, two adjacent first support arms are arranged vertically, and the second support member is rectangular in shape.

[0011] In certain embodiments of the present application, each first support arm and each second support arm uses an I-beam, wherein two first support arms share a section of I-beam and are fixedly connected to the other two first support arms by welding, and the ends of two adjacent second support arms are fixedly connected by welding.

[0012] In certain embodiments of the present application, the temporary support structure includes a support frame, the support frame includes at least two longitudinal beams parallel to a first direction and at least two transverse beams perpendicular to the first direction, and the vertical pole assembly connects the longitudinal beams.

[0013] In certain embodiments of the present application, at least one of the longitudinal beam and the transverse beam can be lengthened or retracted.

[0014] In certain embodiments of the present application, the vertical pole assembly includes at least two telescopic rods, and the telescopic rods can be telescoped along a first direction and adjust the length of the vertical pole assembly.

[0015] This application has at least the following beneficial effects: The support assembly in the temporary support structure is configured with a pole assembly at the center of the first support member. The pole assembly is used to support the first support member, and the first and second support members are used to temporarily support the reinforced object. While ensuring the temporary support strength of the support assembly for the reinforced object, the temporary support structure reduces the number of pole assemblies used, thereby expanding the space on the side of the reinforced object to be supported, facilitating construction work and improving space utilization. This application is widely applicable in the field of reinforcement engineering technology.

[0016] Additional aspects and advantages of the present application will be given in part in the description below, and in part will become obvious from the description below, or will be learned through practice of the present application. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] The present application is further illustrated below with reference to the accompanying drawings and embodiments. It should be noted that the embodiments shown in the following drawings are exemplary and are only used to explain the present application, and should not be construed as limiting the present application.

[0018] Figure 1 This is a structural diagram of the upright pole assembly, the first supporting member and the second supporting member of the supporting assembly, where the Z-axis direction is the first direction.

[0019] Figure 2 It is a structural diagram of the first supporting member and the second supporting member.

[0020] Figure 3 This is a structural diagram of the support component.

[0021] Figure 4 This is a structural diagram of the first support arm.

[0022] Figure 5 This is a structural diagram of the temporary support structure on the lower side of the reinforcement object.

[0023] Figure numerals: 1000, support assembly; 1100, vertical pole assembly; 1200, first support member; 1201, first support arm; 1202, reinforcement rope; 1203, first anchor plate; 1204, second anchor plate; 1205, fixing head; 1206, threaded locking member; 1300, second support member; 1301, second support arm; 2100, longitudinal beam; 2200, cross beam. DETAILED DESCRIPTION

[0024] The following combination Figures 1 to 5 The embodiments of the present application are described in detail, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain the present application and are not to be construed as limiting the present application.

[0025] In the description of this application, it should be understood that if the terms "center", "middle", "longitudinal", "lateral", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "axial", "radial", "circumferential" and the like appear, the orientation or position relationship indicated is based on the orientation or position relationship shown in the accompanying drawings, which is only for the convenience of describing this application and simplifying the description, and does 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 on this application.

[0026] In the description of this application, "several" means more than one, "plurality" means more than two, "greater than," "less than," and "exceed" are understood to exclude the number itself, while "above," "below," and "within" are understood to include the number itself. The use of "first" and "second" in the description is solely for the purpose of distinguishing technical features and should not be construed as indicating or implying relative importance, implicitly specifying the number of the indicated technical features, or implicitly specifying the order of the indicated technical features.

[0027] In the description of this application, unless otherwise specified or limited, the terms "disposed," "installed," "connected," and "connected" should be understood in a broad sense. For example, they can refer to fixed, detachable, or integral connections; they can refer to mechanical or electrical connections; they can refer to direct connections or indirect connections through an intermediate medium; and they can refer to internal communication between two components. Those skilled in the art will understand the specific meanings of the above terms in this application based on the specific circumstances.

[0028] In the description of this application, if the reference terms "one embodiment", "some embodiments", "one embodiment", "some examples", "some embodiments", "illustrative embodiment", "example", "specific example", "some examples", etc. appear, it means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present application. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any appropriate manner in any one or more embodiments or examples.

[0029] This application relates to a temporary support structure for reinforcement projects. The temporary support structure is arranged on one side of the reinforcement object to be supported. The temporary support structure includes at least one support assembly 1000, which includes a vertical pole assembly 1100 and a first support member 1200. The center of the first support member 1200 is located at one end of the vertical pole assembly 1100. The first support member 1200 is used to temporarily support the reinforcement object. Specifically, the vertical pole assembly 1100 is arranged vertically on the lower side of the reinforcement object, and the first support member 1200 is fixed to the top of the vertical pole assembly 1100.

[0030] Furthermore, support assembly 1000 includes a second support member 1300, which is disposed on first support member 1200. Second support member 1300 is used to cooperate with first support member 1200 to temporarily support the reinforced object, thereby enhancing the temporary support provided by support assembly 1000 to the reinforced object. It will be understood that the upper side of second support member 1300 is flush with the upper side of first support member 1200, so that both second support member 1300 and first support member 1200 can abut the lower side of the reinforced object.

[0031] It should be noted that the axial direction of the vertical pole assembly 1100 is the first direction. It is understandable that the first direction is perpendicular to the side surface to be supported by the reinforcement object.

[0032] First support member 1200 includes at least three first support arms 1201, each of which is arranged perpendicular to a first direction and parallel to the side of the object to be reinforced. First support arms 1201 are capable of temporarily supporting the object. Specifically, the first end of each first support arm 1201 is located at the center of first support member 1200. First support arms 1201 extend perpendicular to the first direction, such that the second end of each first support arm 1201 is away from the center of first support member 1200. First support arms 1201 are arranged in a radially distributed pattern.

[0033] Furthermore, the first support arms 1201 are distributed at equal intervals along a circumference surrounding the center of the first support member 1200 , so that the first support member 1200 can temporarily support the reinforcement object stably and evenly.

[0034] Second support member 1300 includes at least three second support arms 1301. The number of second support arms 1301 matches the number of first support arms 1201. The ends of each second support arm 1301 are located at the second ends of two adjacent first support arms 1201, parallel to the side surfaces of the reinforcement object. First support arms 1201 support second support arms 1301, which can temporarily support the reinforcement object. A support surface is provided at the second end of each first support arm 1201, with the end of each second support arm 1301 positioned on the support surface.

[0035] It is understood that the second support member 1300 is formed into a polygonal shape by each second support arm 1301 to improve the stability and balance of the support assembly 1000 in temporarily supporting the reinforced object. Furthermore, the ends of two adjacent second support arms 1301 are fixedly connected to improve the structural strength of the second support member 1300.

[0036] In the related art, the reinforcement object is mostly temporarily supported by a crossbeam 2200. Each crossbeam 2200 needs to be equipped with support rods at least at both ends to ensure the support strength of the crossbeam 2200. This situation will undoubtedly lead to an excessive number of support rods on the side to be supported by the reinforcement object, thereby affecting the space utilization rate of the side to be supported by the reinforcement object. Therefore, the temporary support structure in this application sets a vertical pole assembly 1100 at the center of the first support member 1200, and uses the second support member 1300 to cooperate with the first support member 1200 to improve the support strength, thereby minimizing the number of vertical pole assemblies 1100 while ensuring the support strength, freeing up operating space for the reinforcement project, thereby improving space utilization, improving construction efficiency, and reducing the situation where workers accidentally collide with the vertical pole assembly 1100.

[0037] In some embodiments, four first support arms 1201 are provided, with two adjacent first support arms 1201 arranged vertically, and the first support member 1200 is orthogonal, forming a cross shape. The orthogonal position is the center position of the first support member 1200, and the upright assembly 1100 is connected to the orthogonal position of the first support arm 1201.

[0038] Furthermore, the two first support arms 1201 in the first support member 1200 that are in the same straight line are integrally formed, and the other two first support arms 1201 are respectively located on both sides.

[0039] It can be understood that, four second support arms 1301 are provided, and the second support member 1300 is in a rectangular shape.

[0040] In some examples, each first support arm 1201 and each second support arm 1301 is made of I-beam to improve the bearing strength of the support assembly 1000 , and the material is readily available, thereby reducing costs.

[0041] Furthermore, two first support arms 1201 share a section of I-beam and are fixedly connected to the other two first support arms 1201 by welding, and the ends of two adjacent second support arms 1301 are fixedly connected by welding.

[0042] Regarding the number of the first support arms 1201 and the second support arms 1301 , they can also be equivalently replaced and set to three or at least five.

[0043] In some embodiments, first support member 1200 includes reinforcement ropes 1202. Each first support arm 1201 is provided with a reinforcement rope 1202, which is configured as a prestressed steel wire rope. Reinforcement ropes 1202 are used to increase the rigidity of first support arm 1201 and enhance the support force of first support arm 1201 on second support arm 1301, thereby improving the support force of support assembly 1000 on the reinforced object.

[0044] It should be noted that the number of reinforcement ropes 1202 is the same as the number of first support arms 1201, with at least three reinforcement ropes 1202 provided. In an example where there are four first support arms 1201, there are correspondingly four reinforcement ropes 1202. In other examples, reinforcement ropes 1202 are provided on both sides of the first support arm 1201, in which case the number of reinforcement ropes 1202 is twice the number of the first support arms 1201.

[0045] Specifically, the reinforcement rope 1202 extends from the first end to the second end of the first support arm 1201, and both ends of the reinforcement rope 1202 are fixedly connected to the first support arm 1201. The reinforcement rope 1202 can be tightened to apply a pulling force to the second end of the first support arm 1201, thereby increasing the supporting force of the first support arm 1201 on the second support arm 1301, thereby increasing the supporting force of the first support member 1200 and the second support member 1300 on the reinforced object.

[0046] Furthermore, the reinforcement rope 1202 is arranged obliquely relative to the length direction of the first support arm 1201. Specifically, the installation position of the reinforcement rope 1202 at the first end of the first support arm 1201 is higher than the installation position of the reinforcement rope 1202 at the second end of the first support arm 1201, so that the reinforcement rope 1202 is arranged obliquely, and the reinforcement rope 1202 can generate a pulling force on the first support arm 1201 to increase the supporting force.

[0047] In some examples, a first anchor plate 1203 is provided at the first end of the first support arm 1201, the first anchor plate 1203 is fixedly connected to the first support arm 1201, and one end of the reinforcement rope 1202 is fixedly provided to the first anchor plate 1203. A second anchor plate 1204 is provided at the second end of the first support arm 1201, the second anchor plate 1204 is fixedly connected to the first support arm 1201, and the other end of the reinforcement rope 1202 is fixedly provided to the second anchor plate 1204.

[0048] Furthermore, the first anchor plate 1203 and the second anchor plate 1204 are both provided with through holes to facilitate installation of the reinforcement rope 1202 .

[0049] It is understandable that the reinforcement rope 1202 can be tensioned between the first anchor plate 1203 and the second anchor plate 1204 so that the reinforcement rope 1202 applies tension to the second end of the first support arm 1201 by applying tension to the second anchor plate 1204 .

[0050] In some embodiments, one end of the reinforcement cord 1202 is provided with a threaded locking member 1206, and the other end is provided with a fixing head 1205. The threaded locking member 1206 is provided on one of the first anchor plate 1203 and the second anchor plate 1204, while the fixing head 1205 is provided on the other. The fixing head 1205 is larger than the diameter of the through hole of the first anchor plate 1203 or the second anchor plate 1204, so that one end of the reinforcement cord 1202 is fixed to the first anchor plate 1203 or the second anchor plate 1204 via the fixing head 1205. The threaded locking member 1206 at the other end can tighten the reinforcement cord 1202.

[0051] Specifically, threaded locking member 1206 is provided with an external thread and equipped with a locking nut. Threaded locking member 1206 is fixedly connected to a through-hole in one of first anchor plate 1203 and second anchor plate 1204 via the locking nut. Threaded locking member 1206 extends through the through-hole, and the locking nut is larger than the diameter of the through-hole. It is understood that turning the locking nut can tighten or loosen reinforcement rope 1202.

[0052] In some examples, the thread locking member 1206 is configured as a bolt or a stud.

[0053] Regarding the fixing method of the threaded locking member 1206 , there are at least the following alternative embodiments.

[0054] In some alternative embodiments, the threaded locking member 1206 is fixedly connected to the inner side wall of the through hole of one of the first anchor plate 1203 and the second anchor plate 1204 by means of a threaded connection. Specifically, the threaded locking member 1206 is provided with an external thread, and the through hole is provided as a threaded hole.

[0055] In some embodiments, the temporary support structure includes a support frame, on which the support assembly 1000 is mounted. The support frame is used to increase the height of the support assembly 1000 so that the support assembly 1000 can abut against the reinforced object. In addition, the support frame can also improve the load-bearing stability of the support assembly 1000.

[0056] Specifically, the support frame includes at least two longitudinal beams 2100 parallel to a first direction and at least two transverse beams 2200 perpendicular to the first direction. The longitudinal beams 2100 and transverse beams 2200 are interlaced and interconnected. The vertical pole assembly 1100 is connected to the longitudinal beams 2100. The longitudinal beams 2100 are used to increase the height of the support assembly 1000, while the transverse beams 2200 are used to reinforce the support frame structure.

[0057] It should be noted that at least one of the longitudinal beam 2100 and the transverse beam 2200 can be lengthened or retracted so as to flexibly adjust the arrangement of the support frame according to the site of the reinforcement project.

[0058] In some examples, the longitudinal beam 2100 or the transverse beam 2200 is configured as a telescopic structure to facilitate length adjustment, and the telescopic length can be fixed by a pin.

[0059] In some embodiments, the length of the upright assembly 1100 is adjustable to facilitate contact of the support assembly 1000 with the side of the object being reinforced.

[0060] Specifically, the pole assembly 1100 includes at least two telescopic rods, which can be extended and retracted in a first direction to adjust the length of the pole assembly 1100. The telescopic rods are connected in a sleeve manner and can be moved in the axial direction, or the telescopic rods are connected in a sleeve manner and can be rotated in a spiral connection to adjust the length.

[0061] In some examples, an internally threaded sleeve is provided on one of the telescopic rods, and another adjacent telescopic rod is inserted into the internally threaded sleeve. Rotating the internally threaded sleeve can move the telescopic rod to adjust its length.

[0062] The embodiments of the present application have been described in detail above with reference to the accompanying drawings. However, the present application is not limited to the above embodiments. Various modifications can be made within the scope of knowledge possessed by ordinary technicians in the technical field without departing from the purpose of the present application. In addition, the embodiments of the present application and the features of the embodiments can be combined with each other unless there is a conflict.

Claims

1. A temporary support structure for reinforcement engineering, characterized by: It comprises at least one support assembly, the support assembly comprising A vertical pole assembly, wherein the axial direction of the vertical pole assembly is a first direction; a first supporting member, the center of which is disposed at one end of the upright assembly, and the first supporting member is used to temporarily support the reinforced object; a second supporting member, the second supporting member being arranged on the first supporting member and being used to cooperate with the first supporting member to temporarily support the reinforced object; In which, the first support member includes at least three first support arms, each of the first support arms is arranged perpendicular to the first direction, and the first end of each first support arm is located at the center position of the first support member; the second support member includes at least three second support arms, and the two ends of the second support arm are respectively arranged at the second ends of two adjacent first support arms.

2. The temporary support structure for reinforcement engineering according to claim 1, characterized in that: The first support member includes at least three reinforcement ropes, and each of the first support arms is provided with the reinforcement rope. The reinforcement rope extends from the first end of the first support arm to the second end, and both ends of the reinforcement rope are fixedly connected to the first support arm. The reinforcement rope can apply tension to the second end of the first support arm and increase the supporting force of the first support arm on the second support arm.

3. The temporary support structure for reinforcement engineering according to claim 2, characterized in that: A first anchor plate is provided at the first end of the first support arm, and one end of the reinforcement rope is fixed to the first anchor plate. A second anchor plate is provided at the second end of the first support arm, and the other end of the reinforcement rope is fixed to the second anchor plate. The reinforcement rope is arranged obliquely relative to the length direction of the first support arm.

4. The temporary support structure for reinforcement engineering according to claim 3, characterized in that: One end of the reinforcement rope is provided with a threaded locking piece, and the other end is provided with a fixing head. The threaded locking piece is provided on one of the first anchor plate and the second anchor plate, and the fixing head is provided on the other one. Both the first anchor plate and the second anchor plate are provided with through holes.

5. The temporary support structure for reinforcement engineering according to claim 4, characterized in that: The threaded locking member is provided with a locking nut and is fixedly connected to the through hole of one of the first anchor plate and the second anchor plate through the locking nut; or, the threaded locking member is fixedly connected to the inner side wall of the through hole of one of the first anchor plate and the second anchor plate in a threaded connection manner.

6. The temporary support structure for reinforcement engineering according to any one of claims 1 to 5, characterized in that: The first supporting arms and the second supporting arms are each provided in four pieces, two adjacent first supporting arms are arranged vertically, and the second supporting member is in a rectangular shape.

7. The temporary support structure for reinforcement engineering according to claim 6, characterized in that: Each of the first support arms and each of the second support arms is made of I-beam, wherein two of the first support arms share a section of I-beam and are fixedly connected to the other two first support arms by welding, and the ends of two adjacent second support arms are fixedly connected by welding.

8. The temporary support structure for reinforcement engineering according to claim 1, characterized in that: The temporary support structure includes a support frame, which includes at least two longitudinal beams parallel to a first direction and at least two transverse beams perpendicular to the first direction, and the vertical pole assembly connects the longitudinal beams.

9. The temporary support structure for reinforcement engineering according to claim 8, characterized in that: At least one of the longitudinal beam and the transverse beam can be lengthened or telescopic.

10. The temporary support structure for reinforcement engineering according to claim 1, 8 or 9, characterized in that: The vertical pole assembly includes at least two telescopic rods, and the telescopic rods can be telescoped along a first direction and adjust the length of the vertical pole assembly.

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