Flower stand, special-shaped beam supporting system and construction method of special-shaped beam supporting system

Through the modular flower frame and detachable connection design, the problems of difficulty in installation and low reuse rate in the construction of complex-shaped special-shaped beams are solved, convenient installation and efficient construction are achieved, and construction costs are reduced.

CN119553596APending Publication Date: 2025-03-04陕西华山路桥集团有限公司 +1
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Patent Information

Application Number
CN202411808354.9
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-12-10
Publication Date
2025-03-04

AI Technical Summary

Technical Problem

In the prior art, the commonly used method for the construction of complex-shaped special-shaped beams is to weld and assemble them on site, which leads to difficulty in installation, difficult quality control, high safety risks, and unfavorable bracket turnover, low reuse rate, and increased construction costs.

Method used

Provide a flower frame, special-shaped beam support system and construction method. Through a modular flower frame structure and detachable connection design, the installation process is simplified, and the reuse rate is improved and construction costs are reduced.

Benefits of technology

It realizes convenient installation and high reuse rate of flower racks, reduces construction costs, and improves construction efficiency and safety.

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Abstract

The invention relates to the technical field of bridge engineering, in particular to a flower stand, a special-shaped beam supporting system and a construction method of the special-shaped beam supporting system, the flower stand comprises a middle supporting frame and a modeling supporting frame, the flower stand is more convenient to install, the repeated utilization rate is high, and the construction cost can be effectively reduced. The special-shaped beam supporting system comprises steel pipe columns, unloading blocks, bearing beams, bailey beams, distribution beams and flower stands, the steel pipe columns are inserted between the two pier bodies to form two rows, the unloading blocks are installed at the tops of the steel pipe columns, the bearing beams are transversely arranged between the two pier bodies at intervals, the bailey beams are transversely erected on the bearing beams, and the distribution beams are installed on the flower stands. The distribution beams are arranged at intervals in the length direction of the bailey beams, and the flower stands are installed on the distribution beams. The construction method of the special-shaped beam supporting system comprises the following steps that the steel pipe columns are installed; mounting a bearing beam; mounting the bailey beams; mounting a distribution beam; mounting a flower stand; mounting a bottom die; installing a side mold; pouring concrete; and dismounting the special-shaped beam supporting system.
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Description

Technical Field

[0001] The present application relates to the technical field of bridge engineering, and in particular to a flower stand, a special-shaped beam support system and a construction method of the special-shaped beam support system. Background Art

[0002] With the increasing development of bridge engineering and prefabricated buildings, the connection of various components of prefabricated buildings will become more frequent and important. The connection between bridge piers and beams or cap beams is a very common existence. In this form of connection, the structural stability is required, especially the aesthetic requirements for the shape and appearance of the structure.

[0003] At present, the commonly used method for constructing special-shaped beams with complex shapes is to weld and assemble the templates piece by piece on site. This makes installation difficult, quality difficult to control, and safety risks high. In addition, the turnover of the brackets is unfavorable, the reuse rate is low, and the construction cost is increased. Summary of the invention

[0004] The present application aims to solve at least one of the above technical problems in the prior art to a certain extent. To this end, the present application provides a flower stand, a special-shaped beam support system and a construction method of the special-shaped beam support system, which is more convenient to install and has a high reuse rate, and can effectively reduce construction costs.

[0005] A flower stand comprising A middle support frame, comprising a first bottom longitudinal beam, a first vertical support beam and a first top longitudinal beam, wherein the first bottom longitudinal beam extends along a first direction, a plurality of first vertical support beams are provided, each of the first vertical support beams has the same height, each of the first vertical support beams is vertically fixed on the first bottom longitudinal beam and arranged at intervals along the length direction of the first bottom longitudinal beam, the first top longitudinal beam is fixed on the top of each of the first vertical support beams, a first bottom connecting plate is installed at the front end of the first bottom longitudinal beam, and a first top connecting plate is installed at the front end of the first top longitudinal beam; A shaping support frame is arranged on both sides of the middle support frame, the shaping support frame comprises a second bottom longitudinal beam, a second vertical support beam and a special-shaped support member, the second bottom longitudinal beam extends along the first direction, a plurality of second vertical support beams are provided, each of the second vertical support beams is vertically fixed on the second bottom longitudinal beam and arranged at intervals along the length direction of the second bottom longitudinal beam, the height of each of the second vertical support beams decreases from front to back, the special-shaped support member is fixed on the top of each of the second vertical support beams, a second bottom connecting plate is installed at the front end of the second bottom longitudinal beam, and a second top connecting plate is installed at the front end of the special-shaped support member; a first connecting beam, the first connecting beam being detachably connected to the first bottom longitudinal beam and the second bottom longitudinal beam; A second connecting beam, wherein the second connecting beam is detachably connected to the first vertical support beam and the second vertical support beam.

[0006] In an optional or preferred embodiment, the middle support frame is provided with multiple frames, and each of the middle support frames is arranged side by side and spaced apart along the second direction, the first connecting beam connects the first bottom longitudinal beam of each of the middle support frames, and the second connecting beam connects the first vertical support beam of each of the middle support frames.

[0007] In an optional or preferred embodiment, the shaping support frames are provided in a plurality of frames, and each frame of the shaping support frames is arranged side by side and spaced apart along the second direction.

[0008] In an optional or preferred embodiment, the special-shaped support member includes a plurality of special-shaped plates, and one of the special-shaped plates is fixed to the top of the second vertical support beam of each of the shaping support frames.

[0009] In an optional or preferred embodiment, the special-shaped support member further includes a reinforcing rib, wherein the reinforcing rib extends along the second direction, the reinforcing rib connects each of the special-shaped plates, and each of the reinforcing ribs is arranged at intervals along the extension direction of the special-shaped plates.

[0010] In an optional or preferred embodiment, an open groove is provided on the special-shaped plate between two adjacent reinforcing ribs.

[0011] In an optional or preferred embodiment, the middle support frame further includes a first diagonal bracing beam and a second diagonal bracing beam, the first diagonal bracing beam being fixedly connected to each of the first vertical support beams in the front half of the middle support frame, and the second diagonal bracing beam being fixedly connected to each of the first vertical support beams in the rear half of the middle support frame.

[0012] A special-shaped beam support system includes: a steel pipe column, a discharge block, a load-bearing beam, a Bailey beam, a distribution beam and the above-mentioned flower rack, wherein a plurality of steel pipe columns are provided, each of which is inserted between two pier bodies to form two rows, the discharge block is installed on the top of the steel pipe column, a plurality of load-bearing beams are provided, each of which is laterally spaced between the two pier bodies, and both ends of each load-bearing beam are fixed on the discharge block at the top of two adjacent steel pipe columns, the Bailey beam is cross-bridged on each of the load-bearing beams and connected to the load-bearing beams, and each of the Bailey beams is laterally connected by channel steel, a plurality of distribution beams are provided, each of which is spaced along the length direction of the Bailey beam, and the flower rack is installed on the distribution beam.

[0013] A construction method for a special-shaped beam support system is used to construct the special-shaped beam support system described above, comprising the following steps: Installation of steel pipe columns: insert two rows of steel pipe columns between two adjacent piers; Installation of load-bearing beams: Both ends of each load-bearing beam are fixedly connected to the load-bearing beams on two adjacent steel pipe columns, and each load-bearing beam is laterally spaced between the two piers; Bailey beam installation: install the Bailey beam on each load-bearing beam, fix the Bailey beam to the load-bearing beam, and connect each Bailey beam horizontally through channel steel; Distribution beam installation: multiple distribution beams are laid on the Bailey beam, and each distribution beam is arranged at intervals along the length direction of the Bailey beam; Installation of flower racks: hang each middle support frame on the distribution beam and arrange them at intervals along the second direction, then hang each modeling support frame on both sides of the middle support frame and arrange them at intervals along the second direction, connect the first bottom longitudinal beam with the second bottom longitudinal beam through the first connecting beam, connect the first vertical support with the second vertical support beam through the first connecting beam, and build two left-right symmetrical flower racks on the distribution beam in this way, so that the first top connecting plates of the two flower racks are aligned along the first direction, the first bottom connecting plates of the two flower racks are aligned along the first direction, the second top connecting plates of the two flower racks are aligned along the first direction, and the second bottom connecting plates of the two flower racks are aligned along the first direction, then connect the first top connecting plates of the two flower racks by bolts, connect the first bottom connecting plates of the two flower racks by bolts, connect the second top connecting plates of the two flower racks by bolts, and connect the second bottom connecting plates of the two flower racks by bolts; Installation of bottom mold: Build steel plates on the middle support frame and the modeling support frame of the flower stand to form the bottom mold; Rebar binding: tie the reinforcement bracket on the bottom formwork according to the structure of the special-shaped beam; Installation of side formwork: Build steel plates on both sides of the steel support to form side formwork, so that the steel plates of the side formwork and the steel plates of the bottom formwork together enclose a concrete pouring cavity surrounding the steel support; Concrete pouring: pouring concrete in the concrete pouring cavity; Disassembly of the special-shaped beam support system: disassemble the special-shaped beam support system after the concrete solidifies.

[0014] In an optional or preferred embodiment, the disassembly of the special-shaped beam support system comprises the following steps: After the concrete is formed, the side formwork is removed first, and then the lowering unloading block is slightly adjusted to unload the load downward so that the bottom formwork is separated from the cast beam body, and then the flower stand is dragged out using a hand winch. After that, the bottom formwork, distribution beam, Bailey beam, load-bearing beam are dismantled in turn, and finally the steel pipe column is pulled out.

[0015] Based on the above technical scheme, the embodiment of the present application has at least the following beneficial effects: the overall structure of the flower stand is a modular setting, and the middle support frame and the shape support frame are detachably connected, and the flower stands can be detachably connected by a first bottom connecting plate, a first top connecting plate, a second bottom connecting plate, and a second top connecting plate. Therefore, the flower stand of the present application can be detachably connected in a first direction and can also be detachably connected in a second direction. The middle support frame and the shape support frame are prepared in advance in a processing plant, and when they are needed, they can be directly hoisted into place on site and then connected. Therefore, the installation is more convenient, and the flower stand has a high reuse rate, which can effectively reduce construction costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] The present application is further described below with reference to the accompanying drawings and embodiments; Figure 1 It is a structural schematic diagram of a flower stand provided in an embodiment of the present application; Figure 2 A schematic diagram of the structure of two flower stands of the special-shaped beam support system provided in an embodiment of the present application after being connected; Figure 3 is a structural schematic diagram of a special-shaped beam support system provided in an embodiment of the present application; Figure 4 yes Figure 3 A partial enlarged view of point A in the middle. DETAILED DESCRIPTION

[0017] In order to enable those skilled in the art to better understand the technical solutions in the present application, the technical solutions in the embodiments of the present application will be clearly and completely described below in conjunction with the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in the field without creative work should fall within the scope of protection of the present application.

[0018] The following is a further detailed description of the implementation of the present application in conjunction with the accompanying drawings and examples. The following examples are used to illustrate the present application but cannot be used to limit the scope of the present application.

[0019] In the description of the embodiments of the present application, it should be noted that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the accompanying drawings, which are only for the convenience of describing the embodiments of the present application and simplifying the description, 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 limiting the embodiments of the present application. In addition, the terms "first", "second", and "third" are used for descriptive purposes only and cannot be understood as indicating or implying relative importance.

[0020] In the description of the embodiments of the present application, it should be noted that, unless otherwise clearly specified and limited, the terms "connected" and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium. For ordinary technicians in this field, the specific meanings of the above terms in the embodiments of the present application can be understood according to specific circumstances.

[0021] In the embodiments of the present application, unless otherwise clearly specified and limited, a first feature being "above" or "below" a second feature may mean that the first and second features are in direct contact, or that the first and second features are in indirect contact through an intermediate medium. Moreover, a first feature being "above", "above" and "above" a second feature may mean that the first feature is directly above or obliquely above the second feature, or simply means that the first feature is higher in level than the second feature. A first feature being "below", "below" and "below" a second feature may mean that the first feature is directly below or obliquely below the second feature, or simply means that the first feature is lower in level than the second feature.

[0022] With the increasing development of bridge engineering and prefabricated buildings, the connection of various components of prefabricated buildings will become more frequent and important. The connection between bridge piers and beams or cap beams is a very common existence. In this form of connection, the structural stability is required, especially the aesthetic requirements for the shape and appearance of the structure.

[0023] At present, the commonly used method for constructing complex-shaped special-shaped beams is to weld and assemble the templates piece by piece on site, which makes installation difficult, unfavorable bracket turnover, low reuse rate, and increases construction costs.

[0024] Reference Figure 1 , Figure 2 The present application provides a flower stand, including a middle support frame 100, a shape support frame 200, a first connecting beam 300 and a second connecting beam 400.

[0025] The middle support frame 100 includes a first bottom longitudinal beam 101, a first vertical support beam 102 and a first top longitudinal beam 103. The first bottom longitudinal beam 101 extends along a first direction. A plurality of first vertical support beams 102 are provided. The heights of the first vertical support beams 102 are the same. The first vertical support beams 102 are vertically fixed on the first bottom longitudinal beam 101 and are arranged at intervals along the length direction of the first bottom longitudinal beam 101. The first top longitudinal beam 103 is fixed on the top of each first vertical support beam 102. The front end of the first bottom longitudinal beam 101 is installed with a first bottom connecting plate 105. The front end of the first top longitudinal beam 103 is installed with a first top connecting plate 104. The shaping support frame 200 is provided on both sides of the middle support frame 100. The shaping support frame 200 includes a second bottom longitudinal beam 201, a second vertical support beam 102 and a second vertical support beam 103. Support beam 202 and special-shaped support member 203, the second bottom longitudinal beam 201 extends along the first direction, a plurality of second vertical support beams 202 are arranged, each second vertical support beam 202 is vertically fixed on the second bottom longitudinal beam 201 and arranged at intervals along the length direction of the second bottom longitudinal beam 201, and the height of each second vertical support beam 202 decreases successively from front to back, the special-shaped support member 203 is fixed on the top of each second vertical support beam 202, the second bottom connecting plate 106 is installed at the front end of the second bottom longitudinal beam 201, and the second top connecting plate 107 is installed at the front end of the special-shaped support member 203, the first connecting beam 300 is detachably connected to the first bottom longitudinal beam 101 and the second bottom longitudinal beam 201, and the second connecting beam 400 is detachably connected to the first vertical support beam 102 and the second vertical support beam 202.

[0026] The overall structure of this flower stand is modular, and the middle support frame 100 and the modeling support frame 200 are detachably connected, and the flower stands can be detachably connected through the first bottom connecting plate 105, the first top connecting plate 104, the second bottom connecting plate 106, and the second top connecting plate 107. Therefore, the flower stand of the present application can be detachably connected in the first direction and can also be detachably connected in the second direction. The middle support frame 100 and the modeling support frame 200 are made in advance in the processing plant, and when they are needed, they can be directly hoisted into place on site and then connected. Therefore, the installation is more convenient, and the flower stand has a high reuse rate, which can effectively reduce the construction cost.

[0027] In some embodiments, the middle support frame 100 is provided with multiple frames, and each frame of the middle support frame 100 is arranged side by side and spaced apart along the second direction. The first connecting beam 300 connects the first bottom longitudinal beam 101 of each frame of the middle support frame 100, and the second connecting beam 400 connects the first vertical support beam 102 of each frame of the middle support frame 100.

[0028] In the present application, four middle support frames 100 are provided, and the rear end lengths of the first top longitudinal beams 103 of the two middle frames are greater than the rear end lengths of the first top longitudinal beams 103 of the two side frames. By providing multiple middle support frames 100, a larger support area can be formed to support the subsequent construction of the bottom mold.

[0029] Of course, the number of the middle support frames 100 can also be adjusted accordingly according to the width of the special-shaped beam.

[0030] In some embodiments, a plurality of shaping support frames 200 are provided, and each shaping support frame 200 is arranged side by side and spaced apart along the second direction.

[0031] In the present application, two molding support frames 200 are provided, and a larger molding support area can be formed by the two molding support frames 200 to support the subsequent construction of the bottom mold.

[0032] Of course, the number of the shaping support frames 200 can also be adjusted accordingly according to the width of the special-shaped edge of the special-shaped beam.

[0033] In some embodiments, the special-shaped support member 203 includes a plurality of special-shaped plates 201, and a special-shaped plate 201 is fixed on the top of the second vertical support beam 202 of each shaping support frame 200. The special-shaped plate 201 is provided to construct the special-shaped structure of the special-shaped beam, and then the bottom mold is built on the special-shaped plate 201. This method of constructing the shape by the special-shaped plate 201 is more convenient.

[0034] In the present application, two special-shaped plates 201 are provided. Of course, the number of special-shaped plates 201 can also be adjusted accordingly according to the width of the special-shaped edge of the special-shaped beam.

[0035] In order to improve the structural strength of the shaped support member 203, in some embodiments, the shaped support member 203 also includes reinforcing ribs 202, which extend along the second direction, connect the various shaped plates 201, and are arranged at intervals along the extension direction of the shaped plates 201.

[0036] In some embodiments, an open groove 206 is provided on the special-shaped plate 201 between two adjacent reinforcing ribs 202. During the process of building the bottom mold, after the bottom mold 500 is built on the molding support frame 200, the tension steel bars 600 are transversely passed through the middle support frame 100, so that the two ends of the tension steel bars 600 extend from the open grooves 206 on the molding support frames 200 on both sides, and then the positioning plates 601 are installed on the steel bars extending from the open grooves 206, and the tension steel bars pull the positioning plates 601 on both sides, so that the positioning plates 601 are pressed tightly on the bottom molds 500 on both sides of the molding support frame 200, so that the bottom mold 500 on the support module is installed more firmly.

[0037] It should be noted that the first direction in this application is Figure 1 The front-to-back direction in the second direction is Figure 1 The left and right direction in .

[0038] In some embodiments, the middle support frame 100 further includes a first diagonal bracing beam and a second diagonal bracing beam 108, wherein the first diagonal bracing beam is fixedly connected to each first vertical support beam 102 of the front half of the middle support frame 100, and the second diagonal bracing beam 108 is fixedly connected to each first vertical support beam 102 of the rear half of the middle support frame 100. In this way, the structural strength of the middle support frame 100 can be further improved.

[0039] Reference Figure 3 , Figure 4 The present application also provides a special-shaped beam support system, including a steel pipe column 700, a discharge block 701, a load-bearing beam 702, a Bailey beam 703, a distribution beam 704 and the above flower racks, a plurality of steel pipe columns 700 are provided, each of which is inserted between two pier bodies 800 to form two rows, the discharge block 701 is installed on the top of the steel pipe column 700, a plurality of load-bearing beams 702 are provided, each of which is arranged at intervals between the two pier bodies 800, and both ends of each load-bearing beam 702 are fixed on the discharge block 701 at the top of two adjacent steel pipe columns 700, the Bailey beam 703 is horizontally mounted on each load-bearing beam 702 and connected to the load-bearing beam 702, each Bailey beam 703 is horizontally connected to each other by channel steel, a plurality of distribution beams 704 are provided, each of which is arranged at intervals along the length direction of the Bailey beam 703, and the flower rack is installed on the distribution beam 704.

[0040] During the erection process of this special-shaped beam support system, the flower rack can be spliced ​​and connected through a modular structure, eliminating the use of traditional on-site welding methods. Therefore, the erection speed is faster, and the flower rack can be reused, which can effectively reduce construction costs.

[0041] The present application also provides a special-shaped beam construction method, comprising the following steps: Installation of steel pipe columns 700: insert two rows of steel pipe columns 700 between two adjacent piers 800; Installation of the load-bearing beams 702: Both ends of each load-bearing beam 702 are fixedly connected to the load-bearing beams 702 on two adjacent steel pipe columns 700, and each load-bearing beam 702 is laterally spaced and arranged between two piers 800; Installation of Bailey beam 703: Install Bailey beam 703 on each load-bearing beam 702, fix Bailey beam 703 and load-bearing beam 702, and connect each Bailey beam 703 transversely through channel steel; Installation of distribution beam 704: multiple distribution beams 704 are laid on Bailey beam 703, and each distribution beam 704 is arranged at intervals along the length direction of Bailey beam 703; Installation of flower racks: hoist each middle support frame 100 on the distribution beam 704 and arrange them at intervals along the second direction, then hoist each modeling support frame 200 on both sides of the middle support frame 100, connect the first bottom longitudinal beam 101 with the second bottom longitudinal beam 201 through the first connecting beam 300, connect the first vertical support beam 102 with the second vertical support beam 202 through the first connecting beam 300, and build two left-right symmetrical flower racks on the distribution beam 704 in this way, so that the first top connecting plates 104 of the two flower racks are aligned along the first direction, the first bottom connecting plates 105 of the two flower racks are aligned along the first direction, the second top connecting plates 107 of the two flower racks are aligned along the first direction, and the second bottom connecting plates 106 of the two flower racks are aligned along the first direction, then connect the first top connecting plates 104 of the two flower racks by bolts, connect the first bottom connecting plates 105 of the two flower racks by bolts, connect the second top connecting plates 107 of the two flower racks by bolts, and connect the second bottom connecting plates 106 of the two flower racks by bolts; Installation of bottom mold 500: Build steel plates on the middle support frame 100 and the modeling support frame 200 of the flower stand to form a bottom mold; Rebar binding: Bind the reinforcement bracket on the bottom form 500 according to the structure of the special-shaped beam; Side formwork installation; build steel plates on both sides of the steel support to form a side formwork, so that the steel plates of the side formwork and the steel plates of the bottom formwork 500 together enclose a concrete pouring cavity surrounding the steel support; Concrete pouring: pouring concrete in the concrete pouring cavity; Disassembly of the special-shaped beam support system: disassemble the special-shaped beam support system after the concrete solidifies.

[0042] Among them, before the steel pipe column 700 is inserted, the top elevation of the steel pipe column 700 should be calculated based on the bottom elevation of the special-shaped beam. The insertion depth of the steel pipe column 700 should meet the structural force requirements. The steel pipe column 700 uses the locking steel pipe column of the original steel cofferdam with a diameter of 820mm. The insertion depth is calculated based on the geological conditions and the self-weight force of the structure. Positioning measurement is performed before the steel pipe column 700 is inserted, and the verticality requirements should also be met during the insertion process. Install the unloading block 701 above the steel pipe column 700 to facilitate the subsequent elevation adjustment and device unloading.

[0043] The load-bearing beam 702 is made of double-jointed 45a I-beams with a length of 8m. After cutting and leveling the steel pipe column 700 at the calculated elevation and placing the unloading block 701, the load-bearing beam 702 can be placed. The load-bearing beam 702 is installed by lifting with a car crane. After the installation is completed, the top elevation of the load-bearing beam 702 is reviewed. The top elevation of each load-bearing beam 702 should be within 5mm of the calculated elevation.

[0044] The installation of Bailey beam 703 is carried out after the installation of load-bearing beam 702 is completed. Bailey beam 703 uses 321 type. Bailey beam 703 and distribution beam 704 are connected and fixed with U-shaped clamps. In addition to standard connecting parts, Bailey beams 703 are horizontally connected with channel steel.

[0045] After the Bailey beam 703 is hoisted, 32a I-beams are laid on the Bailey beam 703 every 0.5m along the length direction as distribution beams 704.

[0046] When installing the flower rack, each middle support frame 100 is hoisted on the distribution beam 704 and arranged at intervals along the second direction, and then each shaping support frame 200 is hoisted on both sides of the middle support frame 100, and the first bottom longitudinal beam 101 is connected to the second bottom longitudinal beam 201 through the first connecting beam 300, and the first vertical support beam 102 is connected to the second vertical support beam 202 through the first connecting beam 300. In this way, two left-right symmetrical flower racks are built on the distribution beam 704, so that the first top connecting plates 104 of the two flower racks are aligned along the first direction, the first bottom connecting plates 105 of the two flower racks are aligned along the first direction, the second top connecting plates 107 of the two flower racks are aligned along the first direction, and the second bottom connecting plates 106 of the two flower racks are aligned along the first direction, and then the first top connecting plates 104 of the two flower racks are connected by bolts, the first bottom connecting plates 105 of the two flower racks are connected by bolts, the second top connecting plates 107 of the two flower racks are connected by bolts, and the second bottom connecting plates 106 of the two flower racks are connected by bolts.

[0047] The steel plate of the bottom mold 500 is manufactured in advance in the processing plant, and the thickness of the steel plate of the bottom mold 500 is 5 mm.

[0048] After the steel bars are tied on the bottom formwork 500, the steel bars should be inspected and accepted in time. The side formwork can be installed only after the acceptance is qualified. The outer formwork of the side formwork is made the same as the bottom formwork 500, using 5mm steel plate, and the inner formwork of the side formwork is made of wooden formwork.

[0049] After the formwork is erected and the steel bars are tied and accepted, concrete pouring can be carried out. After the concrete is poured, watering should be carried out in time to cure it.

[0050] In some embodiments, the disassembly of the special-shaped beam support system includes the following steps: after the concrete is formed, the side mold is first removed, and then the lowering unloading block 701 is finely adjusted to unload downward, so that the bottom mold 500 is separated from the cast special-shaped beam body, and then the flower stand is dragged outward using a hand winch, and then the bottom mold 500, distribution beam 704, Bailey beam 703, load-bearing beam 702 are disassembled in sequence, and finally the steel pipe column 700 is pulled out. Since the flower stand is modularly set, it can be disassembled module by module during the disassembly process, so it is more convenient to disassemble.

[0051] In the description of this specification, the description with reference to the terms "one embodiment", "some embodiments", "example", "specific example", or "some examples" etc. 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 embodiments of the present application. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described may be combined in any one or more embodiments or examples in a suitable manner. In addition, those skilled in the art may combine and combine the different embodiments or examples described in this specification and the features of the different embodiments or examples, without contradiction.

[0052] The embodiments of the present application are described in detail above in conjunction with the accompanying drawings, but the present application is not limited to the above embodiments, and various changes can be made within the knowledge scope of ordinary technicians in the technical field without departing from the purpose of the present application.

Claims

1. A flower stand, characterized in that: include A middle support frame, comprising a first bottom longitudinal beam, a first vertical support beam and a first top longitudinal beam, wherein the first bottom longitudinal beam extends along a first direction, a plurality of first vertical support beams are provided, each of the first vertical support beams has the same height, each of the first vertical support beams is vertically fixed on the first bottom longitudinal beam and arranged at intervals along the length direction of the first bottom longitudinal beam, the first top longitudinal beam is fixed on the top of each of the first vertical support beams, a first bottom connecting plate is installed at the front end of the first bottom longitudinal beam, and a first top connecting plate is installed at the front end of the first top longitudinal beam; A shaping support frame is arranged on both sides of the middle support frame, the shaping support frame comprises a second bottom longitudinal beam, a second vertical support beam and a special-shaped support member, the second bottom longitudinal beam extends along the first direction, a plurality of second vertical support beams are provided, each of the second vertical support beams is vertically fixed on the second bottom longitudinal beam and arranged at intervals along the length direction of the second bottom longitudinal beam, the height of each of the second vertical support beams decreases from front to back, the special-shaped support member is fixed on the top of each of the second vertical support beams, a second bottom connecting plate is installed at the front end of the second bottom longitudinal beam, and a second top connecting plate is installed at the front end of the special-shaped support member; a first connecting beam, the first connecting beam being detachably connected to the first bottom longitudinal beam and the second bottom longitudinal beam; A second connecting beam, wherein the second connecting beam is detachably connected to the first vertical support beam and the second vertical support beam.

2. The flower stand according to claim 1, characterized in that: The middle support frame is provided with multiple frames, and each of the middle support frames is arranged side by side and spaced apart along the second direction. The first connecting beam connects the first bottom longitudinal beams of each of the middle support frames, and the second connecting beam connects the first vertical support beams of each of the middle support frames.

3. The flower stand according to claim 2, characterized in that: The modeling support frames are provided in a plurality of frames, and each frame of the modeling support frames is arranged side by side and spaced apart along the second direction.

4. The flower stand according to claim 3, characterized in that: The special-shaped support member includes a plurality of special-shaped plates, and one of the special-shaped plates is fixed to the top of the second vertical support beam of each of the shaping support frames.

5. The flower stand according to claim 4, characterized in that: The special-shaped support member further includes a reinforcing rib, which extends along the second direction. The reinforcing rib connects the special-shaped plates, and the reinforcing ribs are arranged at intervals along the extending direction of the special-shaped plates.

6. The flower stand according to claim 5, characterized in that: An open groove is arranged on the special-shaped plate between two adjacent reinforcing ribs.

7. The flower stand according to claim 1, characterized in that: The middle support frame also includes a first diagonal bracing beam and a second diagonal bracing beam, the first diagonal bracing beam is fixedly connected to each of the first vertical support beams in the front half of the middle support frame, and the second diagonal bracing beam is fixedly connected to each of the first vertical support beams in the rear half of the middle support frame.

8. A special-shaped beam support system, characterized in that: It includes steel pipe columns, unloading blocks, load-bearing beams, Bailey beams, distribution beams and the flower stand as described in claim 4, wherein a plurality of steel pipe columns are provided, each of which is inserted between two pier bodies to form two rows, the unloading block is installed on the top of the steel pipe column, a plurality of load-bearing beams are provided, each of which is laterally spaced apart between the two pier bodies, and both ends of each load-bearing beam are fixed on the unloading blocks on the tops of two adjacent steel pipe columns, the Bailey beams are cross-bridged on each of the load-bearing beams and connected to the load-bearing beams, and each of the Bailey beams is laterally connected by channel steels, a plurality of distribution beams are provided, each of which is spaced apart along the length direction of the Bailey beam, and the flower stand is installed on the distribution beams.

9. A construction method for a special-shaped beam support system, characterized in that: The method for constructing the special-shaped beam support system according to claim 8 comprises the following steps: Installation of steel pipe columns: insert two rows of steel pipe columns between two adjacent piers; Installation of load-bearing beams: Both ends of each load-bearing beam are fixedly connected to the load-bearing beams on two adjacent steel pipe columns, and each load-bearing beam is laterally spaced between the two piers; Bailey beam installation: install the Bailey beam on each load-bearing beam, fix the Bailey beam to the load-bearing beam, and connect each Bailey beam horizontally through channel steel; Distribution beam installation: multiple distribution beams are laid on the Bailey beam, and each distribution beam is arranged at intervals along the length direction of the Bailey beam; Installation of flower racks: hang each middle support frame on the distribution beam and arrange them at intervals along the second direction, then hang each modeling support frame on both sides of the middle support frame and arrange them at intervals along the second direction, connect the first bottom longitudinal beam with the second bottom longitudinal beam through the first connecting beam, connect the first vertical support with the second vertical support beam through the first connecting beam, and build two left-right symmetrical flower racks on the distribution beam in this way, so that the first top connecting plates of the two flower racks are aligned along the first direction, the first bottom connecting plates of the two flower racks are aligned along the first direction, the second top connecting plates of the two flower racks are aligned along the first direction, and the second bottom connecting plates of the two flower racks are aligned along the first direction, then connect the first top connecting plates of the two flower racks by bolts, connect the first bottom connecting plates of the two flower racks by bolts, connect the second top connecting plates of the two flower racks by bolts, and connect the second bottom connecting plates of the two flower racks by bolts; Installation of bottom mold: Build steel plates on the middle support frame and the modeling support frame of the flower stand to form the bottom mold; Rebar binding: tie the reinforcement bracket on the bottom formwork according to the structure of the special-shaped beam; Installation of side formwork: Build steel plates on both sides of the steel support to form side formwork, so that the steel plates of the side formwork and the steel plates of the bottom formwork together enclose a concrete pouring cavity surrounding the steel support; Concrete pouring: pouring concrete in the concrete pouring cavity; Disassembly of the special-shaped beam support system: disassemble the special-shaped beam support system after the concrete solidifies.

10. The construction method of the special-shaped beam support system according to claim 9, characterized in that: The disassembly of the special-shaped beam support system includes the following steps: After the concrete is formed, the side formwork is removed first, and then the lowering unloading block is slightly adjusted to unload the load downward so that the bottom formwork is separated from the cast beam body, and then the flower stand is dragged out using a hand winch. After that, the bottom formwork, distribution beam, Bailey beam, load-bearing beam are dismantled in turn, and finally the steel pipe column is pulled out.