Combined assembly type suspended pouring bracket

Abstract

The utility model relates to the field of construction, and provides a combined assembly type suspended pouring bracket. The combined assembly type suspended pouring bracket comprises inclined triangular supports which are installed on the two opposite sides of a bridge pier, and the inclined triangular supports comprise supporting legs extending in the radial direction of the bridge pier; the hanging basket bottom basket is mounted between the two supporting legs; and the reinforcing truss is mounted between the hanging basket bottom basket and the supporting legs, and a hanging beam bearing table is further arranged on the reinforcing truss. The combined assembly type suspended pouring bracket can effectively resist various external forces in the construction process; the structural strength, the bearing capacity and the safety are high; the requirements of different pier distances and bridge structures are met; the operation process of a construction site is greatly simplified; the combined assembly type suspended pouring bracket is convenient to disassemble and reuse, the construction efficiency is improved, and the cost is reduced; and the safety in the construction process is ensured, and accidents are reduced.

Description

Technical Field

[0001] The utility model relates to the field of construction and provides a combined assembled suspended pouring bracket. Background Art

[0002] In related technologies, the No. 0 to No. 1 beam section is the starting section for the construction of the main beam of a continuous beam, continuous rigid frame or other beam bridge. The pier height of bridges across rivers and canyons is often tens or even hundreds of meters. The construction of the No. 0 to No. 1 beam section is generally carried out by bracket suspension casting. However, the installation and removal of brackets in the air are difficult and risky. How to optimize the design of suspension casting brackets, reduce the amount of high-altitude operations and reduce construction safety risks are urgent issues to be solved by construction units. Utility Model Content

[0003] The utility model aims to solve at least one of the technical problems existing in the related art. To this end, the utility model proposes a combined assembled suspended casting bracket.

[0004] The utility model provides a combined assembled suspended casting bracket, comprising:

[0005] An oblique triangular bracket is installed on two opposite sides of the pier, and the oblique triangular bracket includes legs extending radially along the pier;

[0006] A bottom basket of a hanging basket is installed between the two legs;

[0007] A reinforcing truss is installed between the bottom basket of the hanging basket and the supporting legs, and a hanging beam bearing platform is also arranged on the reinforcing truss.

[0008] According to the combined assembled suspended cast bracket provided by the embodiment of the utility model, the entire combined assembled suspended cast bracket structure is more stable through the setting of the oblique triangular bracket, and can effectively resist various external forces during the construction process. At the same time, the setting of the reinforced truss further enhances the overall strength of the structure and improves the bearing capacity and safety of the combined assembled suspended cast bracket. The oblique triangular bracket can be flexibly installed on the opposite sides of the pier to meet the requirements of different pier spacing and bridge structure. This design makes the combined assembled suspended cast bracket have a wider range of applications and can be used for different types of bridge construction. The combined assembled design allows each component of the bracket to be made, transported and installed separately, greatly simplifying the operation process of the construction site. At the same time, this design is also convenient for the disassembly and reuse of the combined assembled suspended cast bracket, improving construction efficiency and reducing costs. Strengthening the connection between the truss and the bottom basket of the hanging basket not only enhances the overall stability of the combined assembled suspended cast bracket, but also provides a solid load-bearing platform for the hanging beam. This helps to ensure safety during the construction process and reduce the occurrence of accidents. The various components of the combined assembled suspended cast bracket are firmly connected and easy to inspect and repair. During long-term use, even if wear or damage occurs, it can be easily replaced or repaired, thus extending the service life of the combined assembled suspended casting bracket.

[0009] According to one embodiment of the utility model, the oblique triangle bracket comprises:

[0010] A vertical beam, the top end of which is mounted on the bridge pier via a flange, and the bottom end of which is mounted on the bridge pier via a wedge-shaped corbel;

[0011] An oblique beam, wherein the first end of the oblique beam and the first end of the support leg are respectively connected to the vertical beam, the vertical beam, the oblique beam and the support leg are arranged to form an oblique triangle structure, and the second end of the support leg extends in a direction away from the bridge pier.

[0012] According to an embodiment of the utility model, a rivet is pre-embedded on the pier, and the flange is installed on the rivet;

[0013] A wedge-shaped steel box is arranged on the bridge pier, the wedge-shaped corbel is installed on the wedge-shaped steel box, and a wedge-shaped elevation piece is also arranged between the wedge-shaped corbel and the supporting leg.

[0014] According to one embodiment of the utility model, the wedge-shaped elevation member includes two wedge blocks arranged opposite to each other, an adjustment screw is passed through the two wedge blocks, an adjustment nut is provided on the adjustment screw, and the two wedge blocks are suitable for adjusting the relative distance through the threaded cooperation of the adjustment nut and the adjustment screw.

[0015] According to an embodiment of the utility model, the reinforced truss includes a connecting beam and a bottom beam, the connecting beam is connected to the hanging beam load-bearing platform, and the bottom beam is connected to the supporting legs.

[0016] According to an embodiment of the utility model, a connecting frame and a supporting frame are provided between the connecting beam and the bottom beam, two ends of the connecting frame are connected between the connecting beam and the bottom beam, and the supporting frame is connected between two adjacent connecting frames.

[0017] According to an embodiment of the utility model, an adjustment pad is provided between the support frame and the bottom beam and / or the hanging beam bearing platform.

[0018] According to an embodiment of the utility model, the bottom basket of the hanging basket includes a plurality of load-bearing beams arranged in parallel, and the plurality of load-bearing beams are installed on the connecting beams at intervals.

[0019] According to one embodiment of the utility model, the hanging basket bottom baskets are at least two groups, the hanging beam load-bearing platform is connected between at least two groups of the hanging basket bottom baskets, and the hanging beam load-bearing platforms are spaced apart to form an avoidance space for avoiding bridge piers.

[0020] According to an embodiment of the utility model, there are at least four groups of the oblique triangular brackets, and at least four groups of the oblique triangular brackets are arranged at intervals along the circumference of the pier.

[0021] The above one or more technical solutions in the embodiments of the utility model have at least one of the following technical effects:

[0022] According to the combined assembled suspended cast bracket provided by the embodiment of the utility model, the entire combined assembled suspended cast bracket structure is more stable through the setting of the oblique triangular bracket, and can effectively resist various external forces during the construction process. At the same time, the setting of the reinforced truss further enhances the overall strength of the structure and improves the bearing capacity and safety of the combined assembled suspended cast bracket. The oblique triangular bracket can be flexibly installed on the opposite sides of the pier to meet the requirements of different pier spacing and bridge structure. This design makes the combined assembled suspended cast bracket have a wider range of applications and can be used for different types of bridge construction. The combined assembled design allows each component of the bracket to be made, transported and installed separately, greatly simplifying the operation process of the construction site. At the same time, this design is also convenient for the disassembly and reuse of the combined assembled suspended cast bracket, improving construction efficiency and reducing costs. Strengthening the connection between the truss and the bottom basket of the hanging basket not only enhances the overall stability of the combined assembled suspended cast bracket, but also provides a solid load-bearing platform for the hanging beam. This helps to ensure safety during the construction process and reduce the occurrence of accidents. The various components of the combined assembled suspended cast bracket are firmly connected and easy to inspect and repair. During long-term use, even if wear or damage occurs, it can be easily replaced or repaired, thus extending the service life of the combined assembled suspended casting bracket.

[0023] Additional aspects and advantages of the present invention will be given in part in the following description, and in part will become apparent from the following description, or will be learned through the practice of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] In order to more clearly illustrate the technical solutions in the present invention or the prior art, a brief introduction will be given below to the drawings required for use in the embodiments or the description of the prior art. Obviously, the drawings described below are some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work.

[0025] Figure 1 It is a schematic front view of the combined assembled suspended casting bracket provided by the embodiment of the utility model;

[0026] Figure 2 yes Figure 1 A partial enlarged view of the middle A;

[0027] Figure 3 yes Figure 1 A partial enlarged view of point B in the middle;

[0028] Figure 4 It is a schematic side view of a combined assembled suspended casting bracket provided by an embodiment of the utility model;

[0029] Figure 5 yes Figure 4 A partial enlarged view of point C in the middle;

[0030] Figure 6 yes Figure 4 A partial enlarged view of point D in the middle.

[0031] Reference numerals:

[0032] 100, oblique triangle bracket; 102, bridge pier; 104, outrigger; 106, bottom basket of hanging basket; 108, reinforced truss; 110, hanging beam load-bearing platform; 112, vertical beam; 114, flange; 116, wedge-shaped corbel; 118, oblique beam; 120, rivet; 122, wedge-shaped steel box; 124, wedge-shaped elevation piece; 126, wedge-shaped block; 128, adjusting screw; 130, adjusting nut; 132, connecting beam; 134, bottom beam; 136, connecting frame; 138, supporting frame; 140, adjusting pad; 142, load-bearing beam. DETAILED DESCRIPTION

[0033] The following is a further detailed description of the implementation of the present invention in conjunction with the accompanying drawings and examples. The following examples are used to illustrate the present invention, but cannot be used to limit the scope of the present invention.

[0034] like Figures 1 to 6 As shown, the embodiment of the utility model provides a combined assembled suspended casting bracket, comprising:

[0035] The oblique triangular bracket 100 is installed on two opposite sides of the bridge pier 102. The oblique triangular bracket 100 includes legs 104 extending radially along the bridge pier 102.

[0036] The bottom basket 106 of the hanging basket is installed between the two legs 104;

[0037] The reinforcing truss 108 is installed between the bottom basket 106 of the hanging basket and the supporting legs 104 , and a hanging beam bearing platform 110 is also arranged on the reinforcing truss 108 .

[0038] According to the combined assembled suspended cast bracket provided by the embodiment of the utility model, the arrangement of the oblique triangle bracket 100 makes the entire combined assembled suspended cast bracket structure more stable and can effectively resist various external forces during the construction process. At the same time, the arrangement of the strengthening truss 108 further enhances the overall strength of the structure and improves the bearing capacity and safety of the combined assembled suspended cast bracket. The oblique triangle bracket 100 can be flexibly installed on the opposite sides of the pier 102 to meet the requirements of different pier 102 spacings and bridge structures. This design makes the combined assembled suspended cast bracket have a wider range of applications and can be used for different types of bridge construction. The combined assembled design allows each component of the bracket to be made, transported and installed separately, greatly simplifying the operation process at the construction site. At the same time, this design also facilitates the disassembly and reuse of the combined assembled suspended cast bracket, improves construction efficiency and reduces costs. The connection between the strengthening truss 108 and the bottom basket 106 of the hanging basket not only enhances the overall stability of the combined assembled suspended cast bracket, but also provides a solid load-bearing platform for the hanging beam. This helps to ensure safety during construction and reduce the occurrence of accidents. The components of the combined assembled suspended cast bracket are firmly connected and easy to inspect and repair. Even if they are worn or damaged during long-term use, they can be easily replaced or repaired, thereby extending the service life of the combined assembled suspended cast bracket.

[0039] Please continue to see Figures 1 to 6 The oblique triangle bracket 100 is the main supporting structure of the combined assembled suspended cast bracket, which is installed on the opposite sides of the pier 102 to form a stable support system. The design of the oblique triangle bracket 100 fully utilizes the stability principle of the triangle to ensure that the combined assembled suspended cast bracket is not easily deformed or unstable when bearing loads. The support leg 104 is an important component of the oblique triangle bracket 100, extending radially along the pier 102, closely fitting with the pier 102, and providing stable support force.

[0040] The bottom basket 106 of the hanging basket is installed between the two legs 104 and is the main bearing platform of the combined assembled hanging casting bracket. It has sufficient rigidity and strength to withstand various loads during the construction process, ensuring the safety of the construction workers and the construction efficiency.

[0041] The reinforcement truss 108 is installed between the bottom basket 106 of the hanging basket and the legs 104, and plays the role of connection and reinforcement. Through reasonable design and layout, the overall stability of the combined assembled hanging casting bracket is effectively enhanced, and its bearing capacity is improved. A hanging beam bearing platform 110 is set on the reinforcement truss 108 to support the hanging beam and other construction equipment to ensure safety and stability during the construction process.

[0042] The oblique triangle bracket 100, the bottom basket 106 of the hanging basket and the reinforced truss 108 adopt a modular design, and the components are tightly connected, stable and reliable. The modular design makes the combined assembled suspended cast bracket easy to assemble and disassemble, improves the construction efficiency and reduces the construction cost. In the embodiment of the utility model, the main components of the combined assembled suspended cast bracket are made of high-strength steel, which has excellent mechanical properties and durability. The use of steel ensures that the combined assembled suspended cast bracket is not easy to deform or break when subjected to large loads, thereby improving its safety performance.

[0043] The installation and disassembly process of the combined assembled suspended cast bracket is simple and convenient, without the need for complex equipment and tools. When installing, just assemble the components according to the design requirements; when disassembling, remove the components one by one for easy storage and transportation. In addition, the combined assembled suspended cast bracket needs regular maintenance and care during use to ensure its normal operation and extend its service life. Maintenance and care work includes checking the connection of each component, the looseness of fasteners, the integrity of the coating, etc., to find and deal with problems in a timely manner.

[0044] According to one embodiment of the utility model, the oblique triangle bracket 100 includes:

[0045] A vertical beam 112, the top end of the vertical beam 112 is mounted on the bridge pier 102 through a flange 114, and the bottom end of the vertical beam 112 is mounted on the bridge pier 102 through a wedge-shaped corbel 116;

[0046] The oblique beam 118 , the first end of the oblique beam 118 and the first end of the support leg 104 are respectively connected to the vertical beam 112 . The vertical beam 112 , the oblique beam 118 and the support leg 104 are arranged to form an oblique triangle structure. The second end of the support leg 104 extends in a direction away from the pier 102 .

[0047] In the embodiment of the utility model, the vertical beam 112 is the vertical supporting part of the oblique triangle bracket 100, and its top end is installed on the bridge pier 102 through the flange 114. The design of the flange 114 makes the connection between the vertical beam 112 and the bridge pier 102 more stable and reliable, and can withstand a large vertical load. The bottom end of the vertical beam 112 is installed on the bridge pier 102 through the wedge-shaped bracket 116. The wedge-shaped bracket 116 has a unique wedge-shaped structure, which can be tightly combined with the bridge pier 102 to prevent slippage or loosening when bearing loads.

[0048] The oblique beam 118 is a key component connecting the vertical beam 112 and the support leg 104, and it extends in a direction at a certain angle to the vertical beam 112. The first end of the oblique beam 118 is connected to the vertical beam 112 to form a stable support point. Through the design of the oblique beam 118, the load on the vertical beam 112 can be effectively dispersed to the support leg 104, thereby enhancing the bearing capacity and stability of the entire combined assembled suspended cast bracket.

[0049] The leg 104 is the lateral support part of the oblique triangle bracket 100, and its first end is connected to the vertical beam 112 and the oblique beam 118 to form the vertex of the triangle. The second end of the leg 104 extends in a direction away from the pier 102 to provide a support platform for the bottom basket 106 of the hanging basket. The design of the leg 104 takes into account the load distribution and stability requirements during the construction process, ensuring that the combined assembled suspended cast-in-place bracket will not deform or become unstable when subjected to construction loads.

[0050] Through the rational design and combination of the vertical beams 112, the oblique beams 118 and the legs 104, the oblique triangle bracket 100 forms a stable and reliable support structure. This design not only improves the overall strength and stability of the combined assembled suspended cast bracket, but also can adapt to the requirements of different pier 102 spacings and bridge structures. At the same time, the various components of the oblique triangle bracket 100 are tightly connected, firmly and reliably, ensuring safety performance during the construction process.

[0051] According to an embodiment of the present invention, a rivet 120 is pre-embedded on the pier 102 , and the flange 114 is mounted on the rivet 120 ;

[0052] A wedge-shaped steel box 122 is provided on the bridge pier 102 , a wedge-shaped corbel 116 is installed on the wedge-shaped steel box 122 , and a wedge-shaped elevation piece 124 is further provided between the wedge-shaped corbel 116 and the supporting leg 104 .

[0053] In the embodiment of the utility model, rivets 120 are pre-embedded on the pier 102. These rivets 120 are preset and embedded in the pier 102 when the pier 102 is cast. The flange 114 is installed on these pre-embedded rivets 120. Through the close cooperation between the flange 114 and the rivets 120, the top of the vertical beam 112 can be firmly connected to the pier 102, ensuring the vertical stability of the bracket.

[0054] The bridge pier 102 is also provided with wedge-shaped steel boxes 122, which are solid containers pre-installed on the bridge pier 102 and are used to accommodate and support the wedge-shaped corbels 116. The wedge-shaped corbels 116 are installed in the wedge-shaped steel boxes 122, and a stable connection is achieved through the tight fit of the wedge shape, and can withstand greater pressure and shear force.

[0055] A wedge-shaped elevation piece 124 is also provided between the wedge-shaped corbel 116 and the leg 104. These elevation pieces not only play a connecting role, but more importantly, they have an adjustment function. By adjusting the position or shape of the wedge-shaped elevation piece 124, the height and horizontal position of the leg 104 can be finely adjusted, thereby ensuring the overall level and stability of the combined assembled suspended cast-in-place bracket.

[0056] Through these sophisticated connection designs, the embodiment of the utility model not only enhances the connection stability between the combined assembled suspended cast bracket and the bridge pier 102, but also provides a flexible adjustment mechanism. This design enables the combined assembled suspended cast bracket to more accurately adapt to the shape and position changes of the bridge pier 102 during installation, thereby ensuring safety and stability during construction.

[0057] According to one embodiment of the utility model, the wedge-shaped elevation member 124 includes two wedge blocks 126 arranged opposite to each other, an adjusting screw 128 is passed through the two wedge blocks 126, an adjusting nut 130 is provided on the adjusting screw 128, and the two wedge blocks 126 are suitable for adjusting the relative distance by means of threaded cooperation between the adjusting nut 130 and the adjusting screw 128.

[0058] In the embodiment of the utility model, the wedge-shaped elevation member 124 is mainly composed of two wedge-shaped blocks 126 arranged opposite to each other. The two wedge-shaped blocks 126 correspond to each other in structure, forming a mechanism that can engage with each other. The key connecting component between them is the adjustment screw 128, which passes through the two wedge-shaped blocks 126 and plays the role of connecting them together.

[0059] An adjusting nut 130 is provided on the adjusting screw 128, which is an important adjusting component. By rotating the adjusting nut 130, the adjusting screw 128 can be moved up and down. Since the adjusting nut 130 and the adjusting screw 128 are threadedly matched, a fine adjustment function can be achieved, that is, the position of the adjusting nut 130 on the screw can be finely controlled.

[0060] When the height or horizontal position of the support leg 104 needs to be adjusted, the adjusting nut 130 can be rotated to move along the adjusting screw 128. Due to the wedge-shaped structure of the wedge block 126, when the adjusting nut 130 moves, the relative distance between the two wedge blocks 126 will change. This change can make the support leg 104 accurately adjusted in the vertical direction, thereby ensuring the overall stability and horizontality of the combined assembled suspended casting bracket.

[0061] By adopting the design of the wedge-shaped elevation member 124, the embodiment of the utility model provides a more flexible and accurate adjustment mechanism. The construction personnel can fine-tune the position and height of the support leg 104 by simply rotating the adjustment nut 130 according to actual needs. This not only improves the construction efficiency, but also ensures the accuracy and stability of the installation of the combined assembled suspended casting bracket.

[0062] In addition, the design of the wedge-shaped elevation member 124 also takes into account durability and safety. The material selection of the wedge block 126 and the adjustment screw 128 has been carefully considered to ensure that they have sufficient strength and stability during use. At the same time, the thread matching of the adjustment nut 130 and the adjustment screw 128 has also been optimized to ensure smoothness and reliability of adjustment.

[0063] According to an embodiment of the present invention, the reinforcing truss 108 includes a connecting beam 132 and a bottom beam 134 . The connecting beam 132 is connected to the hanging beam bearing platform 110 , and the bottom beam 134 is connected to the supporting leg 104 .

[0064] In the embodiment of the utility model, the connecting beam 132 is a transverse member in the reinforcing truss 108, and its main function is to connect with the hanging beam bearing platform 110. Through the connection with the hanging beam bearing platform 110, the connecting beam 132 can effectively distribute the weight of the hanging beam to the entire combined assembled suspended cast bracket structure, thereby improving the load-bearing capacity of the combined assembled suspended cast bracket. The design of the connecting beam 132 takes into account the efficiency and stability of load transfer, ensuring that it can withstand various loads during the construction process.

[0065] The bottom beam 134 is connected to the legs 104 to support and reinforce the structure. The connection design between the bottom beam 134 and the legs 104 takes into account the stability and force distribution of the structure, ensuring that the bottom beam 134 can effectively transfer the load on the legs 104 to the entire assembled suspended cast bracket structure. The design of the bottom beam 134 also takes into account the coordinated work with the connecting beam 132 to ensure that the two can form a stable support system together.

[0066] The design of the reinforced truss 108 makes the structure of the combined assembled suspended cast bracket more stable and able to withstand greater construction loads. Through the coordinated work of the connecting beam 132 and the bottom beam 134, the overall rigidity and stability of the combined assembled suspended cast bracket are significantly improved. In addition, the reinforced truss 108 also optimizes the load transfer path and improves safety during the construction process.

[0067] According to an embodiment of the present invention, a connecting frame 136 and a supporting frame 138 are provided between the connecting beam 132 and the bottom beam 134 , the two ends of the connecting frame 136 are connected between the connecting beam 132 and the bottom beam 134 , and the supporting frame 138 is connected between two adjacent connecting frames 136 .

[0068] In the embodiment of the utility model, the connecting frame 136 is a key connecting component between the connecting beam 132 and the bottom beam 134. Its two ends are respectively connected to the connecting beam 132 and the bottom beam 134 to form a stable triangular support structure. This design can not only effectively transfer and disperse the load, but also prevent the connecting beam 132 and the bottom beam 134 from relative displacement or deformation when subjected to force. Therefore, the connecting frame 136 plays a vital role in improving the stability and rigidity of the entire reinforced truss 108.

[0069] The support frame 138 is connected between two adjacent connecting frames 136 to form a triangular support system. Its main function is to enhance the connection strength between the connecting frames 136 and further improve the bearing capacity of the entire reinforcing truss 108. The design of the support frame 138 takes into account the stability and force distribution of the structure, and can effectively withstand loads from all directions and prevent the reinforcing truss 108 from being locally unstable or damaged when subjected to force.

[0070] By setting the connecting frame 136 and the supporting frame 138, the overall structure of the reinforced truss 108 becomes more stable and reliable. This design not only improves the load-bearing capacity and stability of the combined assembled suspended cast bracket, but also enables the combined assembled suspended cast bracket to better adapt to various complex construction environments and load conditions. At the same time, the use of the connecting frame 136 and the supporting frame 138 also optimizes the structural layout of the combined assembled suspended cast bracket, making the load transfer more efficient and uniform, and improving the safety and efficiency during the construction process.

[0071] According to an embodiment of the present invention, an adjustment pad 140 is provided between the support frame 138 and the bottom beam 134 and / or the hanging beam bearing platform 110 .

[0072] In the embodiment of the utility model, the adjustment pad 140 is mainly used to fine-tune the gap and height between the support frame 138 and the bottom beam 134 and / or the hanging beam load-bearing platform 110. In actual construction, due to various factors (such as the flatness of the pier 102, construction errors, etc.), there may be a slight gap or height difference between the support frame 138 and the bottom beam 134 or the hanging beam load-bearing platform 110. At this time, the adjustment pad 140 can play an important role. By increasing or decreasing the number or thickness of the pad, the position and height of the support frame 138 can be accurately adjusted to ensure the stability and horizontality of the entire combined assembled suspended cast-in-place bracket structure.

[0073] The setting of the adjustment pad 140 makes the installation and adjustment of the combined assembled suspended cast bracket structure more convenient and accurate. Construction personnel can add or remove the adjustment pad 140 between the support frame 138 and the bottom beam 134 and / or the hanging beam load-bearing platform 110 at any time according to actual needs to achieve the best support effect. This not only improves the construction efficiency, but also ensures the stability and safety of the combined assembled suspended cast bracket structure.

[0074] In addition, the adjustment pad 140 also has a certain buffering and shock absorbing effect. During the construction process, due to the influence of various factors (such as wind load, temperature change, etc.), the combined assembled suspended cast bracket structure may produce slight vibration or deformation. At this time, the adjustment pad 140 can absorb part of the vibration energy, reduce the deformation and damage of the combined assembled suspended cast bracket structure, and extend its service life.

[0075] According to an embodiment of the present invention, the bottom basket 106 of the hanging basket includes a plurality of load-bearing beams 142 arranged in parallel, and the plurality of load-bearing beams 142 are installed on the connecting beam 132 at intervals.

[0076] In the embodiment of the utility model, the bottom basket 106 of the hanging basket is an important part of the hanging basket system, which mainly bears the weight distribution and support function during the construction process. It is composed of a plurality of load-bearing beams 142 arranged in parallel, and these load-bearing beams 142 are installed on the connecting beams 132 at intervals to form a solid support platform.

[0077] The load-bearing beam 142 is the main load-bearing component of the bottom basket 106 of the hanging basket. The number and arrangement of the load-bearing beam 142 are determined according to the load-bearing capacity of the hanging basket and the construction requirements. Multiple load-bearing beams 142 are arranged in parallel, which can effectively disperse the load on the bottom basket and improve the overall load-bearing capacity of the bottom basket. At the same time, the intervals between the load-bearing beams 142 are also carefully designed to ensure the stability and structural strength of the bottom basket.

[0078] The connection beam 132 is the installation base of the load-bearing beam 142, and its strength and stability are crucial to the overall performance of the bottom basket. The load-bearing beam 142 is installed on the connection beam 132 at intervals. This installation method not only ensures the load-bearing capacity of the bottom basket, but also makes the bottom basket structure more compact and stable. The connection beam 132 is connected to the connection beam 132 of the reinforcement truss 108, further enhancing the structural stability of the entire hanging basket system.

[0079] This design of the hanging basket bottom basket 106 has the following advantages: first, multiple load-bearing beams 142 are arranged in parallel, which improves the load-bearing capacity and stability of the bottom basket; second, the load-bearing beams 142 are installed on the connecting beams 132 at intervals, which optimizes the structural layout of the bottom basket and makes the load transfer more efficient and uniform; finally, the connection method between the bottom basket and the reinforced truss 108 enhances the structural stability of the entire hanging basket system and improves the safety during the construction process.

[0080] According to one embodiment of the utility model, there are at least two groups of hanging basket bottom baskets 106, and the hanging beam load-bearing platform 110 is connected between at least two groups of hanging basket bottom baskets 106, and the hanging beam load-bearing platforms 110 are spaced apart to form an avoidance space for avoiding the bridge pier 102.

[0081] In the embodiment of the utility model, the bottom basket 106 of the hanging basket is set to at least two groups. This design is to better adapt to the complex environment and changing requirements in bridge construction. The setting of multiple groups of bottom baskets 106 of the hanging basket can disperse the load on the bottom basket and improve the overall bearing capacity and stability. At the same time, the multiple groups of bottom baskets can also flexibly adjust their positions according to construction needs to adapt to different spacing and shapes of piers 102.

[0082] The hanging beam load-bearing platform 110 is connected between at least two groups of hanging basket bottom baskets 106. This connection method ensures a stable connection between the hanging beam load-bearing platform 110 and the bottom basket, and can effectively transfer and distribute the load. The design of the hanging beam load-bearing platform 110 takes into account the strength and stability of the structure, and can withstand the pressure from the hanging basket and construction load.

[0083] It is worth noting that the hanging beam bearing platforms 110 are spaced apart to form an escape space for avoiding the bridge piers 102. This design takes into account the existence of the bridge piers 102 during bridge construction. By setting the escape space, interference and collision between the hanging basket and the bridge piers 102 are avoided, ensuring the safety and smooth progress of the construction.

[0084] The arrangement of multiple sets of hanging basket bottom baskets 106 and the connection method with the hanging beam load-bearing platform 110 make the hanging basket system more flexible and stable, and can adapt to the needs of different bridge construction environments. The arrangement of the avoidance space ensures the safety during the construction process and avoids potential risks and hidden dangers.

[0085] According to an embodiment of the present invention, there are at least four groups of oblique triangular brackets 100 , and the at least four groups of oblique triangular brackets 100 are arranged at intervals along the circumference of the pier 102 .

[0086] In the embodiment of the utility model, the number of oblique triangle brackets 100 is at least four groups, and these brackets are arranged at intervals along the circumference of the bridge pier 102. This layout ensures that the brackets are evenly distributed around the bridge pier 102, thereby effectively providing all-round support and stability.

[0087] The arrangement of multiple sets of oblique triangular brackets 100 significantly enhances the stability of the entire combined assembled suspended cast bracket structure. Since the oblique triangular brackets 100 themselves have excellent stability and load-bearing capacity, when they are evenly distributed along the circumference of the pier 102, they can form a stable support system that effectively resists forces and loads from all directions.

[0088] In addition, the spacing of multiple groups of oblique triangle brackets 100 also enhances the flexibility of construction. During the construction process, construction personnel can adjust the position and number of brackets according to actual needs to adapt to the requirements of different shapes and sizes of piers 102. This flexibility makes the combined assembled suspended cast bracket structure more adaptable to complex construction environments and improves construction efficiency and quality.

[0089] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the utility model, rather than to limit it. Although the utility model has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or make equivalent replacements for some of the technical features therein. However, these modifications or replacements do not deviate the essence of the corresponding technical solutions from the spirit and scope of the technical solutions of the various embodiments of the utility model.

Claims

1. A combined assembled suspended casting bracket, characterized in that: include: An oblique triangular support (100) is installed on two opposite sides of a bridge pier (102), wherein the oblique triangular support (100) comprises legs (104) extending radially along the bridge pier (102); A hanging basket bottom basket (106) is installed between the two legs (104); A reinforcing truss (108) is installed between the bottom basket (106) of the hanging basket and the supporting legs (104), and a hanging beam bearing platform (110) is also arranged on the reinforcing truss (108).

2. The combined assembled suspended casting bracket according to claim 1 is characterized in that: The oblique triangle bracket (100) comprises: A vertical beam (112), the top end of the vertical beam (112) being mounted on the bridge pier (102) via a flange (114), and the bottom end of the vertical beam (112) being mounted on the bridge pier (102) via a wedge-shaped corbel (116); An oblique beam (118), a first end of the oblique beam (118) and a first end of the support leg (104) are respectively connected to the vertical beam (112), the vertical beam (112), the oblique beam (118) and the support leg (104) are arranged to form an oblique triangle structure, and the second end of the support leg (104) extends in a direction away from the pier (102).

3. The combined assembled suspended casting bracket according to claim 2 is characterized in that: A rivet (120) is pre-buried on the bridge pier (102), and the flange (114) is mounted on the rivet (120); A wedge-shaped steel box (122) is arranged on the bridge pier (102), the wedge-shaped corbel (116) is installed on the wedge-shaped steel box (122), and a wedge-shaped elevation piece (124) is also arranged between the wedge-shaped corbel (116) and the supporting leg (104).

4. The combined assembled suspended casting bracket according to claim 3 is characterized in that: The wedge-shaped elevation member (124) comprises two wedge-shaped blocks (126) arranged opposite to each other, an adjusting screw (128) is provided between the two wedge-shaped blocks (126), an adjusting nut (130) is provided on the adjusting screw (128), and the two wedge-shaped blocks (126) are suitable for adjusting the relative distance through the threaded cooperation of the adjusting nut (130) and the adjusting screw (128).

5. The combined assembled suspended casting bracket according to claim 1 is characterized in that: The reinforced truss (108) comprises a connecting beam (132) and a bottom beam (134), wherein the connecting beam (132) is connected to the hanging beam bearing platform (110), and the bottom beam (134) is connected to the supporting leg (104).

6. The combined assembled suspended casting bracket according to claim 5, characterized in that: A connecting frame (136) and a supporting frame (138) are provided between the connecting beam (132) and the bottom beam (134); two ends of the connecting frame (136) are connected between the connecting beam (132) and the bottom beam (134); and the supporting frame (138) is connected between two adjacent connecting frames (136).

7. The combined assembled suspended casting bracket according to claim 6, characterized in that: An adjustment pad (140) is provided between the support frame (138) and the bottom beam (134) and / or the hanging beam bearing platform (110).

8. The combined assembled suspended casting bracket according to claim 5, characterized in that: The hanging basket bottom basket (106) comprises a plurality of load-bearing beams (142) arranged in parallel, and the plurality of load-bearing beams (142) are installed on the connecting beam (132) at intervals.

9. The combined assembled suspended casting bracket according to any one of claims 1 to 8, characterized in that: The hanging basket bottom baskets (106) are at least two groups, the hanging beam load-bearing platforms (110) are connected between at least two groups of the hanging basket bottom baskets (106), and the hanging beam load-bearing platforms (110) are arranged at intervals to form an escape space for avoiding the bridge piers (102).

10. The combined assembled suspended casting bracket according to any one of claims 1 to 8, characterized in that: There are at least four groups of the oblique triangular supports (100), and at least four groups of the oblique triangular supports (100) are arranged at intervals along the circumference of the bridge pier (102).

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