Wet joint hanging system device for large-span steel-concrete composite beam
By designing a highly adaptable hanging system device, the problems of unsuitable supporting structure, difficult temperature stress control and inadequate concrete vibration in the construction of wet joints of large-span steel-concrete composite beams were solved, achieving high-quality and efficient construction results.
Patent Information
- Application Number
- CN202511015360.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-07-23
- Publication Date
- 2025-09-05
AI Technical Summary
In the construction of traditional large-span steel-concrete composite beam wet joints, the supporting structure is not applicable enough, temperature stress control is difficult, and concrete vibration is not effective, resulting in low construction quality and efficiency.
A hanging system device including a foundation mechanism, a lifting mechanism, a stabilizing mechanism, a forming mechanism and a vibrating mechanism was designed. The support height was adjusted by adjusting blocks and push rods, the electric heating rods evenly heated the concrete, and the motor-driven vibrating rods performed large-scale vibration to reduce temperature stress and concrete defects.
It improves the applicability of the supporting structure, reduces temperature stress, ensures the density of concrete, improves construction quality and efficiency, and simplifies the concrete separation process.
Smart Images
Figure CN120592471A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of bridge engineering, in particular to a large-span steel-concrete composite beam wet joint hanging system device. Background Art
[0002] In the field of modern bridge and construction engineering, large-span steel-concrete composite beams have been widely used due to their excellent mechanical properties and economic characteristics. Wet joints are a key link in the construction of large-span steel-concrete composite beams, and their construction quality is directly related to the stability and durability of the entire structure.
[0003] Traditional wet joint construction has significant defects in the support system. On the one hand, conventional support devices are difficult to adapt to complex ground conditions. When the ground flatness is poor, the support structure is not stable enough, which not only affects the accuracy of wet joint construction, but also may pose a safety hazard. On the other hand, in the temperature control and vibration links during concrete pouring and solidification, traditional processes also have many problems. During the solidification process of concrete, a large temperature difference is generated due to uneven temperature distribution. The resulting temperature stress may cause quality defects such as cracks in the concrete. At the same time, existing vibration equipment cannot achieve large-scale synchronous vibration, resulting in loose vibration inside the concrete, and quality problems such as honeycomb and rough surface exist. In addition, after the concrete solidifies, it is difficult to separate the device from the concrete, and often requires staff to spend a lot of manpower and material resources to handle it, which not only reduces construction efficiency but also may cause damage to the concrete structure.
[0004] To solve the above problems, the present invention proposes a large-span steel-concrete composite beam wet joint hanging system device, which aims to improve the wet joint construction quality and construction efficiency by optimizing the supporting structure, improving temperature control and vibration technology. Summary of the Invention
[0005] (1) Technical problems solved
[0006] In response to the shortcomings of the existing technology, the present invention provides a large-span steel-concrete composite beam wet joint hanging system device, which has the advantages of strong applicability, reduced temperature stress and reduced concrete solidification defects, and solves the problems of low applicability, difficult to control temperature stress and inaccurate concrete vibration.
[0007] (2) Technical solution
[0008] To achieve the above-mentioned object, the present invention provides the following technical solution: a large-span steel-concrete composite beam wet joint hanging system device, comprising a base mechanism, a first lifting mechanism, a second lifting mechanism, a plurality of stabilizing mechanisms, a plurality of forming mechanisms, and a plurality of vibrating mechanisms, wherein:
[0009] The anchor mechanism includes a pad, multiple support frames, multiple adjustment blocks, multiple push rods and multiple adjustment plates, the multiple support frames are respectively fixedly installed on both sides of the top of the pad, the multiple adjustment blocks are respectively slidably connected to the inner walls of the multiple support frames, the multiple push rods are respectively rotatably connected to the bottom of the multiple adjustment blocks through rotating shafts, and the other ends of the multiple push rods are rotatably connected to the tops of the multiple adjustment plates through rotating shafts;
[0010] The first lifting mechanism is arranged on the top of the foot mechanism, and the second lifting mechanism is arranged on one side of the first lifting mechanism;
[0011] The stabilizing mechanism is arranged on the top of the first lifting mechanism and the second lifting mechanism to fix the forming mechanism and the vibrating mechanism;
[0012] The forming mechanism includes a forming plate, a plurality of electric heating rods and a protective cover, the bottom of the forming plate is detachably connected to the top of the stabilizing mechanism, the plurality of electric heating rods are fixedly mounted on the inner bottom wall of the forming plate, and the protective cover is detachably connected to the top of the forming plate;
[0013] The vibrating mechanism includes a mounting plate, a plurality of hydraulic rods, a plurality of motors, a plurality of flexible shafts and a plurality of vibrating rods, the mounting plate being slidably connected to the bottom of the forming plate, the output ends of the plurality of hydraulic rods being fixedly mounted on the bottom of the mounting plate, the plurality of motors being fixedly mounted above the stabilizing mechanism and being located between the plurality of hydraulic rods, one end of the plurality of flexible shafts being respectively connected to the output ends of the plurality of motors via a key transmission, the plurality of vibrating rods being respectively connected to the other end of the plurality of flexible shafts via a key transmission, the outer surfaces of the plurality of vibrating rods being installed through the bottom of the mounting plate, and the outer surfaces of the plurality of vibrating rods being slidably connected to the bottom of the forming plate and the protective cover;
[0014] The top of the protective cover is detachably connected with a bamboo plywood.
[0015] Preferably, the anchor mechanism also includes multiple threaded rods, multiple guide rods, support feet, a support frame, a reinforcement plate, a protective plate and four mounting seats, the multiple threaded rods are rotatably connected to the inner side walls of the multiple support frames, the outer surfaces of the multiple threaded rods are threadedly connected to the middle of the outer surfaces of the multiple adjustment blocks, the two sides of the outer surfaces of the multiple threaded rods are respectively positive and negative threads, the multiple guide rods are respectively inserted into the inner side walls of the multiple support frames, and are located on both sides of the multiple threaded rods, the outer surfaces of the multiple guide rods are respectively slidably connected to the two sides of the outer surfaces of the multiple adjustment blocks, the multiple support feet are respectively slidably connected to the bottom of the pad and slidably connected to the inner side walls of the multiple support frames, the support frame is fixedly installed on the top of the pad, the reinforcement plate is fixedly installed in the middle of the inner side wall of the support frame, the bottom of the protective plate is fixedly connected to the top of the support frame, and the four mounting seats are fixedly installed at the four corners of the top of the protective plate.
[0016] Preferably, the tops of the four mounting seats are respectively connected to a pad by bolts, and the top of the pad is connected to a height adjustment mechanism by bolts, and the height adjustment mechanism includes a support tube, a support seat, a plurality of fixing rods, a support rod, a plurality of fixing holes and a support plate, the bottom of the support tube is connected to the top of the pad by bolts, and the bottom of the support seat is detachably connected to the top of the support tube by bolts, and the plurality of fixing rods are respectively threaded through the outer surface of the support tube, and the support rod can be slidably connected to the inner side wall of the support tube, and the plurality of fixing holes are respectively opened on the outer wall of the support rod, and the ends of the plurality of fixing rods passing through the support tube are respectively plugged into the inner side walls of the plurality of fixing holes, and the support plate is fixedly installed on the top of the support rod.
[0017] Preferably, an auxiliary support mechanism is provided on the outer surface of the support seat, and the auxiliary support mechanism includes a first positioning ring, an adjusting cylinder, an adjusting rod, a plurality of positioning rods and a second positioning ring. The bottom of the first positioning ring is connected to the top of the support seat by a bolt, and one end of the adjusting cylinder is rotatably connected to the top of the first positioning ring through a rotating shaft, and the adjusting rod is slidably connected to the inner wall of the adjusting cylinder. The plurality of positioning rods are respectively threaded through both sides of the outer surface of the adjusting cylinder, and one end of the plurality of positioning rods is inserted into the adjusting cylinder and is threadedly connected to the outer surface of the adjusting rod. The bottom of the second positioning ring is rotatably connected to the top of the adjusting rod through a rotating shaft.
[0018] Preferably, the first lifting mechanism includes a first fixing plate, a plurality of first limiting holes and a plurality of first threaded holes, the plurality of first limiting holes are respectively opened at the top of the first fixing plate, the plurality of first threaded holes are respectively opened at the top of the first fixing plate and are located around the plurality of first limiting holes, and the bottom of the first fixing plate is detachably connected to the top of the support plate by bolts.
[0019] Preferably, a connecting mechanism is provided at the bottom of the first fixed plate, and the connecting mechanism includes two connecting seats and four brackets. The two connecting seats are detachably connected to the two sides of the bottom of the first fixed plate by bolts, and the four brackets are fixedly installed on both sides of the outer surfaces of the two connecting seats.
[0020] Preferably, the second lifting mechanism includes a second fixing plate, a plurality of second limiting holes and a plurality of second threaded holes, the plurality of second limiting holes are respectively opened at the top of the second fixing plate, the plurality of second threaded holes are respectively opened at the top of the second fixing plate and are located around the plurality of second limiting holes, the end of the bottom of the second fixing plate is detachably connected to the top of the two brackets by bolts, and the bottom of the second fixing plate is detachably connected to the top of the second positioning ring by bolts.
[0021] Preferably, the tops of the first lifting mechanism and the second lifting mechanism are detachably connected with an auxiliary adjustment mechanism, and the auxiliary adjustment mechanism includes a plurality of bidirectional drive rods, a plurality of sleeves, a plurality of limit blocks, a plurality of limit seats, a plurality of first clamps, a plurality of telescopic rods, a plurality of second clamps and a plurality of universal joints, the two ends of the outer surface of the bidirectional drive rod are respectively threadedly connected with the inner side walls of the plurality of sleeves, the plurality of limit blocks are respectively fixedly installed at the end of one part of the sleeves, the plurality of limit blocks are respectively plugged into the inner walls of the plurality of first limit holes and the plurality of second limit holes, and the plurality of limit The seats are respectively fixedly installed on the outer wall of one part of the sleeve and located at the top of the plurality of limit blocks, the bottoms of the plurality of limit seats are detachably connected to the inner walls of the plurality of first threaded holes and the plurality of second threaded holes by bolts, the plurality of first clamps are respectively sleeved on the outer surfaces of the plurality of sleeves, the outer surfaces of the plurality of first clamps are rotatably connected to one end of the plurality of telescopic rods through a rotating shaft, the other ends of the plurality of telescopic rods are rotatably connected to the outer surfaces of the plurality of second clamps through a rotating shaft, and the bottom ends of the plurality of universal joints are fixedly connected to the top of another part of the sleeves.
[0022] Preferably, the stabilizing mechanism includes a support plate and multiple beams, the bottom of the support plate is detachably connected to the top of multiple universal joints by bolts, the bottom of multiple beams is fixedly connected to the top of the support plate, the top of multiple beams is detachably connected to the bottom of the forming plate, and the bottom ends of multiple hydraulic rods are fixedly connected to the top of the support plate and are located between the multiple beams.
[0023] Preferably, the forming mechanism further includes a plurality of positioning holes, a plurality of main washers, a plurality of buffer pads, a plurality of cavities and a plurality of auxiliary washers, the plurality of positioning holes are respectively opened on the top of the forming plate and the protective cover, the inner side walls of each of the positioning holes are respectively fixedly connected to the outer surfaces of the plurality of main washers, the inner side walls of the plurality of main washers are respectively fixedly connected to the outer surfaces of the plurality of buffer pads, the inner side walls of the plurality of buffer pads are respectively fixedly connected to the outer surfaces of the plurality of auxiliary washers, the inner side walls of the plurality of auxiliary washers are respectively slidably connected to the outer surfaces of the plurality of vibrating rods, and the plurality of cavities are respectively opened on the inner walls of the buffer pads.
[0024] (3) Beneficial effects
[0025] Compared with the prior art, the present invention provides a large-span steel-concrete composite beam wet joint hanging system device, which has the following beneficial effects:
[0026] 1. The large-span steel-concrete composite beam wet joint hanging system device, through the coordinated arrangement of the adjustment block, the push rod and the adjustment plate, can make use of the opposite sliding of the two adjustment blocks and then push the adjustment plate with the help of the push rod, thereby driving the adjustment plate to adjust the height up and down. Therefore, after the pad contacts the ground, the support height of multiple adjustment plates can be adjusted separately according to the different flatness of the ground, so that the bottom of the pad can be adapted to uneven ground, ensuring the overall support stability of the device.
[0027] 2. The large-span steel-concrete composite beam wet joint hanging system device, through the coordinated arrangement of forming plates and multiple electric heating rods, can evenly heat the upper concrete from below in multiple areas after concrete pouring, thereby reducing the large temperature difference of the concrete during the solidification process, reducing the temperature difference between the inside and outside of the concrete, and adjusting the heating temperature of the heating rod according to the progress of concrete solidification, thereby reducing the impact of temperature stress.
[0028] 3. The large-span steel-concrete composite beam wet joint hanging system device, through the coordinated setting of multiple motors, flexible shafts and vibrating rods, can use the motor to drive the vibrating rods to perform high-frequency vibration, thereby performing large-scale synchronous vibration for the poured concrete, and performing auxiliary vibration while vibrating the concrete, thereby ensuring the density of concrete pouring and reducing the presence of defects inside the concrete. Through the coordinated setting of the hydraulic rod and the mounting plate, the vibrating rod can be driven to retract downward after vibration, so that the top of the vibrating rod is flush with the top of the protective cover, thereby not affecting the shape of the concrete after solidification. At the same time, after the concrete solidifies, the vibrating rod can be extended again to separate the top of the device from the concrete, reducing the difficulty of manual separation by the staff. BRIEF DESCRIPTION OF THE DRAWINGS
[0029] Figure 1 This is a schematic diagram of the overall installation structure of a large-span steel-concrete composite beam wet joint hanging system device proposed by the present invention;
[0030] Figure 2 This is a schematic diagram of the exploded structure of the anchor mechanism of the wet joint hanging system device for a large-span steel-concrete composite beam proposed in the present invention;
[0031] Figure 3 This is a schematic diagram of the exploded structure of a support frame for a wet joint hanging system for a large-span steel-concrete composite beam proposed in the present invention;
[0032] Figure 4 This is a schematic diagram of the exploded structure of the height adjustment mechanism of the wet joint hanging system device of a large-span steel-concrete composite beam proposed in the present invention;
[0033] Figure 5This is a schematic diagram of the auxiliary support structure of a large-span steel-concrete composite beam wet joint hanging system device proposed in the present invention;
[0034] Figure 6 This is a schematic diagram of the installation structure of the first and second lifting mechanisms of a large-span steel-concrete composite beam wet joint hanging system proposed by the present invention;
[0035] Figure 7 This is a schematic diagram of the installation structure of the first lifting mechanism and the connecting mechanism of the wet joint hanging system device of a large-span steel-concrete composite beam proposed by the present invention;
[0036] Figure 8 This is a schematic diagram of the installation structure of the connection mechanism of the wet joint hanging system device for a large-span steel-concrete composite beam proposed in the present invention;
[0037] Figure 9 This is a schematic structural diagram of the second lifting mechanism of a large-span steel-concrete composite beam wet joint hanging system device proposed in the present invention;
[0038] Figure 10 This is a schematic diagram of the installation structure of the auxiliary adjustment mechanism of the wet joint hanging system device of a large-span steel-concrete composite beam proposed by the present invention;
[0039] Figure 11 This is a schematic diagram of the exploded structure of the auxiliary adjustment mechanism of the wet joint hanging system device of a large-span steel-concrete composite beam proposed in the present invention;
[0040] Figure 12 This is a schematic diagram of the installation structure of the forming mechanism of the wet joint hanging system device for a large-span steel-concrete composite beam proposed in the present invention;
[0041] Figure 13 This is a schematic diagram of the exploded structure of the stabilizing mechanism of the wet joint hanging system device for a large-span steel-concrete composite beam proposed in the present invention;
[0042] Figure 14 This is a schematic diagram of the exploded structure of the forming mechanism of the wet joint hanging system device for a large-span steel-concrete composite beam proposed in the present invention;
[0043] Figure 15 This is a schematic diagram of the auxiliary gasket installation structure of a wet joint hanging system device for a large-span steel-concrete composite beam proposed in the present invention;
[0044] Figure 16 This is a schematic cross-sectional view of a buffer pad for a wet joint hanging system for a large-span steel-concrete composite beam proposed in the present invention;
[0045] Figure 17 This is a schematic diagram of the structure of the vibration mechanism of the wet joint hanging system device of a large-span steel-concrete composite beam proposed in the present invention;
[0046] Figure 18 This is a schematic diagram of the bamboo plywood structure of a large-span steel-concrete composite beam wet joint hanging system device proposed by the present invention.
[0047] In the figure: 1. Anchor mechanism; 101. Pad; 102. Support frame; 103. Threaded rod; 104. Guide rod; 105. Adjustment block; 106. Push rod; 107. Adjustment plate; 108. Support foot; 109. Support frame; 1010. Reinforcement plate; 1011. Protective plate; 1012. Mounting seat; 2. Pad; 3. Height adjustment mechanism; 301. Support cylinder; 302. Support seat; 303. Fixing rod; 304. Support rod; 305. Fixing hole; 306. Support plate; 4. Auxiliary support mechanism; 401. First positioning ring; 402. Adjustment cylinder; 403. Adjustment rod; 404. Positioning rod; 405. Second positioning ring; 5. First lifting mechanism; 501. First fixing plate; 502. First limiting hole; 503. First threaded hole; 6. Connecting mechanism; 601. Connecting seat; 602 , bracket; 7, second lifting mechanism; 701, second fixing plate; 702, second limiting hole; 703, second threaded hole; 8, auxiliary adjustment mechanism; 801, two-way drive rod; 802, sleeve; 803, limiting block; 804, limiting seat; 805, first clamp; 806, telescopic rod; 807, second clamp; 808, universal joint; 9, stabilizing mechanism; 901, support plate; 902, beam Frame; 10. Forming mechanism; 1001. Forming plate; 1002. Electric heating rod; 1003. Protective cover; 1004. Positioning hole; 1005. Main washer; 1006. Buffer pad; 1007. Cavity; 1008. Secondary washer; 11. Vibrating mechanism; 1101. Mounting plate; 1102. Hydraulic rod; 1103. Motor; 1104. Flexible shaft; 1105. Vibrating rod; 12. Bamboo plywood. DETAILED DESCRIPTION
[0048] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.
[0049] See also Figures 1 to 18The present invention provides a hanging system device for wet joints used in the construction of large-span steel-concrete composite beams. This embodiment improves the structure of the hanging system device to provide advantages such as enhanced applicability, reduced thermal stress, and reduced concrete solidification defects. Specifically, taking the example of wet joint construction on an uneven construction site, the hanging system device is a preferred embodiment of a large-span steel-concrete composite beam wet joint hanging system device. This system is adaptable to uneven construction surfaces, while also reducing thermal stress and concrete solidification defects.
[0050] See also Figures 1 to 18 The present invention provides a technical solution: a large-span steel-concrete composite beam wet joint hanging system device, which is applied to the scene when the large-span steel-concrete composite beam is undergoing wet joint construction during construction.
[0051] It includes a base mechanism 1, a first lifting mechanism 5, a second lifting mechanism 7, multiple stabilizing mechanisms 9, multiple shaping mechanisms 10 and multiple vibrating mechanisms 11, wherein:
[0052] The anchor mechanism 1 includes a base plate 101, multiple support frames 102, multiple adjustment blocks 105, multiple push rods 106 and multiple adjustment plates 107. The multiple support frames 102 are fixedly mounted on both sides of the top of the base plate 101, the multiple adjustment blocks 105 are slidably connected to the inner walls of the multiple support frames 102, the multiple push rods 106 are rotatably connected to the bottom of the multiple adjustment blocks 105 through rotating shafts, and the other ends of the multiple push rods 106 are rotatably connected to the tops of the multiple adjustment plates 107 through rotating shafts.
[0053] The first lifting mechanism 5 is arranged on the top of the foot mechanism 1, and the second lifting mechanism 7 is arranged on one side of the first lifting mechanism 5;
[0054] The stabilizing mechanism 9 is provided on the top of the first supporting mechanism 5 and the second supporting mechanism 7 to fix the forming mechanism 10 and the vibrating mechanism 11;
[0055] The forming mechanism 10 includes a forming plate 1001, a plurality of electric heating rods 1002, and a protective cover 1003. The bottom of the forming plate 1001 is detachably connected to the top of the stabilizing mechanism 9. The plurality of electric heating rods 1002 are fixedly mounted on the inner bottom wall of the forming plate 1001. The protective cover 1003 is detachably connected to the top of the forming plate 1001.
[0056] The vibrating mechanism 11 includes a mounting plate 1101, multiple hydraulic rods 1102, multiple motors 1103, multiple flexible shafts 1104 and multiple vibrating rods 1105. The mounting plate 1101 is slidably connected to the bottom of the forming plate 1001. The output ends of the multiple hydraulic rods 1102 are respectively fixedly mounted on the bottom of the mounting plate 1101. The multiple motors 1103 are respectively fixedly mounted above the stabilizing mechanism 9 and are located between the multiple hydraulic rods 1102. One end of the multiple flexible shafts 1104 is respectively connected to the output ends of the multiple motors 1103 through a key transmission connection. The multiple vibrating rods 1105 are respectively connected to the other end of the multiple flexible shafts 1104. The outer surfaces of the multiple vibrating rods 1105 are installed through the bottom of the mounting plate 1101. The outer surfaces of the multiple vibrating rods 1105 are slidably connected to the bottom of the forming plate 1001 and the protective cover 1003.
[0057] The top of the protective cover 1003 is detachably connected to a bamboo plywood 12 .
[0058] In this embodiment, the pad 101 serves as the basic supporting component of the device, which is in direct contact with the ground, disperses the overall weight of the device, ensures the stability of the device on the ground, and provides an initial bearing platform for other components under various complex ground conditions. The support frame 102 is fixedly installed on both sides of the top of the pad 101 to support and position other components, and provides installation positions for the adjustment block 105, threaded rod 103, guide rod 104, etc., to ensure the relative position accuracy of each component and maintain the structural stability of the entire anchor mechanism 1. The adjustment block 105 can be slidably connected to the inner wall of the support frame 102, and can achieve precise up and down sliding through the threaded cooperation with the threaded rod 103 and the guidance of the guide rod 104. Its movement drives the push rod 106, and then adjusts The height of the adjustment plate 107 is adjusted to adapt to the flatness of different floors. The push rod 106 is rotatably connected to the bottom of the adjustment block 105 and the top of the adjustment plate 107 through the rotating shaft, and the horizontal movement of the adjustment block 105 is converted into the up and down movement of the adjustment plate 107. The height of the adjustment plate 107 is adjusted by the lever principle, providing a flexible support height adjustment function for the device. The adjustment plate 107 is adjusted up and down under the push of the push rod 106 and contacts the ground. By adjusting the support height of multiple adjustment plates 107 respectively, the bottom of the pad 101 can adapt to the uneven ground, ensuring the overall support stability of the device. The bottom of the forming plate 1001 is detachably connected to the top of the beam 902, and the electric heating rod 1002 is fixedly installed on the inner bottom wall. The detachable protective cover 1003 provides a molding space for concrete pouring, ensuring that the concrete forms the desired shape during the pouring process. The electric heating rod 1002 is fixedly installed on the inner bottom wall of the forming plate 1001. After the concrete is poured, the upper concrete is evenly heated in multiple areas from below, reducing the large temperature difference of the concrete during the solidification process and reducing the impact of temperature stress on the quality of the concrete. The protective cover 1003 is detachably connected to the top of the forming plate 1001 to protect the electric heating rod 1002 from above, and also has the effect of supporting the concrete. The mounting plate 1101 is slidably connected to the bottom of the forming plate 1001, and the output end of the hydraulic rod 1102 is fixedly installed at the bottom to provide a hydraulic pressure for the hydraulic rod 1102, the motor 1103, and the vibration The tamping rod 1105 and the like provide installation positions. At the same time, under the action of the hydraulic rod 1102, the up and down movement of the vibrating rod 1105 is realized. The output end of the hydraulic rod 1102 is fixedly installed at the bottom of the mounting plate 1101, and the bottom end is fixedly connected to the top of the support plate 901. The extension and contraction of the hydraulic rod 1102 is controlled by the hydraulic system to drive the mounting plate 1101 and the vibrating rod 1105 to move up and down. After vibrating, the top of the vibrating rod 1105 is flush with the top of the protective cover 1003 to avoid affecting the shape of the concrete after solidification. After the concrete solidifies, the vibrating rod 1105 is slightly extended again to facilitate the separation of the top of the device from the concrete. The motor 1103 is fixedly installed above the stabilizing mechanism 9 and is located between multiple hydraulic rods 1102. The output end is connected to the flexible shaft 1104 through a key transmission.The flexible shaft 1104 is connected to the output end of the motor 1103 through a key transmission, and the other end is connected to the vibrating rod 1105 for transmission, so as to transmit the power of the motor 1103 to the vibrating rod 1105, thereby realizing a flexible connection between the motor 1103 and the vibrating rod 1105 and adapting to different working scenarios. The outer surface of the vibrating rod 1105 is installed through the bottom of the mounting plate 1101, and is slidably connected to the forming plate 1001 and the bottom of the protective cover 1003. Driven by the motor 1103, high-frequency vibration is performed to vibrate the concrete, ensuring that the interior of the concrete is dense and reducing the presence of defects in the concrete. By adjusting the height of different mounting plates 1101, different vibrating rods 1105 can be extended outward respectively, so that different mounting plates 1101 can be raised and lowered in sections according to different casting requirements, thereby further improving the applicability of the device. ,
[0059] The anchor mechanism 1 also includes a plurality of threaded rods 103, a plurality of guide rods 104, a support foot 108, a support frame 109, a reinforcement plate 1010, a protective plate 1011 and four mounting seats 1012. The plurality of threaded rods 103 are rotatably connected to the inner side walls of the plurality of support frames 102, the outer surfaces of the plurality of threaded rods 103 are threadedly connected to the middle parts of the outer surfaces of the plurality of adjustment blocks 105, the outer surfaces of the plurality of threaded rods 103 have positive and negative threads on both sides, the plurality of guide rods 104 are respectively inserted into the inner side walls of the plurality of support frames 102, and are located on both sides of the plurality of threaded rods 103, the outer surfaces of the plurality of guide rods 104 are respectively slidably connected to the outer surfaces of the plurality of adjustment blocks 105, and the plurality of support feet 108 are respectively slidably connected to the base plate 101. The bottom is slidably connected to the inner wall of multiple support frames 102, the support frame 109 is fixedly installed on the top of the pad 101, the reinforcement plate 1010 is fixedly installed in the middle of the inner wall of the support frame 109, the bottom of the protective plate 1011 is fixedly connected to the top of the support frame 109, and the four mounting seats 1012 are fixedly installed at the four corners of the top of the protective plate 1011. The threaded rod 103 is rotatably connected to the inner wall of the support frame 102, and its outer surface is threadedly connected to the middle of the adjustment block 105, and both sides are positive and negative threads. By rotating the threaded rod 103, the principle of thread transmission is used to make the two adjustment blocks 105 slide in opposite or opposite directions, thereby providing a power source for adjusting the height of the push rod 106 and the adjustment plate 107, and the guide rod 104 is plugged into the support The inner wall of the frame 102 is located on both sides of the threaded rod 103, and its outer surface is slidably connected to both sides of the adjustment block 105, providing a guide for the sliding of the adjustment block 105, preventing the adjustment block 105 from deflecting or rotating during the sliding process, and ensuring the smoothness and accuracy of the movement of the adjustment block 105. The support foot 108 is slidably connected to the bottom of the pad 101 and is slidably connected to the inner wall of the support frame 102. When the adjustment plate 107 slides up and down, the support foot 108 is driven to adjust up and down, thereby directly contacting the ground. The support foot 108 is in direct contact with the ground, which can further enhance the contact stability with the ground, disperse the weight of the device, and prevent the pad 101 from displacement or tilting when subjected to force. The support frame 109 is fixedly installed on the pad 10 1 top, provides an installation foundation for the reinforcement plate 1010 and the protective plate 1011, enhances the overall structural strength of the foot mechanism 1, and at the same time plays a certain protective role for the internal components. The reinforcement plate 1010 is fixedly installed in the middle of the inner wall of the support frame 109 to enhance the structural strength of the support frame 109 and improve the ability of the foot mechanism 1 to resist deformation, ensuring that the foot mechanism 1 can work stably under complex stress conditions. The bottom of the protective plate 1011 is fixedly connected to the top of the support frame 109 to protect the components inside the support frame 109, prevent debris from entering, avoid damage to components due to external factors, and extend the service life of the foot mechanism 1. The mounting base 1012 is fixedly installed at the four corners of the top of the protective plate 1011 to provide an installation position for the pad 2.The detachable connection with the pad 2 is achieved by bolt connection, which facilitates the assembly and disassembly of the device.
[0060] The tops of the four mounting seats 1012 are respectively connected to the pads 2 by bolts, and the top of the pads 2 is connected to the height adjustment mechanism 3 by bolts. The height adjustment mechanism 3 includes a support tube 301, a support seat 302, multiple fixing rods 303, a support rod 304, multiple fixing holes 305 and a support plate 306. The bottom of the support tube 301 is connected to the top of the pad 2 by bolts, and the bottom of the support seat 302 is detachably connected to the top of the support tube 301 by bolts. The multiple fixing rods 303 are respectively threaded on the outer surface of the support tube 301, and the support rod 304 is slidably connected to the inner wall of the support tube 301. The fixing holes 305 are respectively opened on the outer wall of the support rod 304, and one end of the multiple fixing rods 303 penetrates the support tube 301 and is respectively plugged into the inner wall of the multiple fixing holes 305. The support plate 306 is fixedly installed on the top of the support rod 304. The pad 2 is connected to the mounting seat 1012 and the bottom of the support tube 301 of the height adjustment mechanism 3 by bolts, which plays the role of transition connection. By installing different numbers of pads 2, the height can be adjusted according to different height requirements, and the height adjustment mechanism 3 can also be stably installed on the foot mechanism 1. The bottom of the support tube 301 is connected to the pad 2 by bolts, which is the support rod 3 04 provides sliding space and support, and at the same time, through the cooperation of the fixing rod 303 and the fixing hole 305, the height of the support rod 304 is locked, and the overall height of the adjustment device is achieved. The bottom of the support seat 302 is detachably connected to the top of the support tube 301 by bolts, providing an installation position for the auxiliary support mechanism 4, and at the same time playing a certain role in limiting and protecting the support rod 304. The fixing rod 303 is threadedly penetrated through the outer surface of the support tube 301, and one end of the support tube 301 is inserted into the inner wall of the fixing hole 305 on the support rod 304. By tightening or loosening the fixing rod 303, the height of the support rod 304 can be locked or adjusted. The height of the device can be adjusted quickly and easily. The support rod 304 can be slidably connected to the inner wall of the support tube 301. By sliding up and down in the support tube 301, the height of the support plate 306 can be adjusted to meet the height requirements of the device in different construction scenarios. The fixing hole 305 is opened on the outer wall of the support rod 304, and cooperates with the fixing rod 303 to achieve the positioning of the height of the support rod 304, ensuring that the height of the support rod 304 is stable during use and will not loosen or move. The support plate 306 is fixedly installed on the top of the support rod 304 to provide support for the first lifting mechanism 5 and transfer the weight of the upper structure of the device to the height adjustment mechanism 3.
[0061] The outer surface of the support seat 302 is provided with an auxiliary support mechanism 4, which includes a first positioning ring 401, an adjustment cylinder 402, an adjustment rod 403, a plurality of positioning rods 404 and a second positioning ring 405. The bottom of the first positioning ring 401 is connected to the top of the support seat 302 by bolts, one end of the adjustment cylinder 402 is rotatably connected to the top of the first positioning ring 401 through a rotating shaft, the adjustment rod 403 is slidably connected to the inner wall of the adjustment cylinder 402, and the plurality of positioning rods 404 are respectively threaded on the outer surface of the adjustment cylinder 402. On both sides, multiple positioning rods 404 penetrate into one end of the adjusting cylinder 402 and are threadedly connected to the outer surface of the adjusting rod 403. The bottom of the second positioning ring 405 is rotatably connected to the top of the adjusting rod 403 through a rotating shaft. The bottom of the first positioning ring 401 is connected to the top of the support seat 302 by bolts, providing a mounting base for the adjusting cylinder 402 so that the adjusting cylinder 402 can rotate around the rotating shaft at its top to achieve angle adjustment of the auxiliary support mechanism 4. One end of the adjusting cylinder 402 is rotatably connected to the top of the first positioning ring 401 through a rotating shaft. The adjusting rod 403 provides a sliding space. By rotating the adjusting cylinder 402 and the adjusting rod 403, and locking the positioning rod 404, the position and angle of the second positioning ring 405 are adjusted to provide flexible support and positioning for the second lifting mechanism 7. The adjusting rod 403 is slidably connected to the inner wall of the adjusting cylinder 402. By sliding in the adjusting cylinder 402, the height and position of the second positioning ring 405 are adjusted. In conjunction with the rotation of the adjusting cylinder 402, stable support for the second lifting mechanism 7 is achieved. The positioning rod 404 is threaded through the adjusting cylinder 402. On both sides of the outer surface, one end of the adjusting cylinder 402 is inserted into the outer surface of the adjusting rod 403 and is threadedly connected. By tightening or loosening the positioning rod 404, the position of the adjusting rod 403 in the adjusting cylinder 402 is locked or adjusted to ensure the stability of the auxiliary support mechanism 4 during use. The bottom of the second positioning ring 405 is rotatably connected to the top of the adjusting rod 403 through a rotating shaft, providing a support point for the second lifting mechanism 7. By adjusting the support position, it can adapt to different construction spans, ensuring the support capacity while also enhancing the adaptability of the device.
[0062] The first lifting mechanism 5 includes a first fixing plate 501, a plurality of first limiting holes 502 and a plurality of first threaded holes 503, wherein the plurality of first limiting holes 502 are respectively opened at the top of the first fixing plate 501, and the plurality of first threaded holes 503 are respectively opened at the top of the first fixing plate 501 and are located around the plurality of first limiting holes 502. The bottom of the first fixing plate 501 is detachably connected to the top of the supporting plate 306 by bolts. The bottom of the first fixing plate 501 is detachably connected to the top of the supporting plate 306 by bolts, and the first limiting holes 502 and the first threaded holes 503 are opened at the top to serve as the support structure of the upper structure of the device. The supporting component bears the weight from the forming mechanism 10, the vibrating mechanism 11, etc., and transfers it to the height adjustment mechanism 3. The first limiting hole 502 is opened at the top of the first fixed plate 501, and cooperates with the limiting block 803 of the auxiliary adjustment mechanism 8 to realize the positioning of the sleeve 802, ensuring the accuracy and stability of the auxiliary adjustment mechanism 8 during installation and use. The first threaded hole 503 is opened at the top of the first fixed plate 501, located around the first limiting hole 502, and is connected to the limiting seat 804 of the auxiliary adjustment mechanism 8 by bolts, further fixing the position of the auxiliary adjustment mechanism 8 and enhancing the reliability of the connection.
[0063] A connecting mechanism 6 is provided at the bottom of the first fixed plate 501, and the connecting mechanism 6 includes two connecting seats 601 and four brackets 602. The two connecting seats 601 are detachably connected to the two sides of the bottom of the first fixed plate 501 by bolts, and the four brackets 602 are fixedly installed on the two sides of the outer surface of the two connecting seats 601. The connecting seat 601 is detachably connected to the two sides of the bottom of the first fixed plate 501 by bolts, providing an installation position for the bracket 602, realizing the connection between the first lifting mechanism 5 and the second lifting mechanism 7, and facilitating the assembly and disassembly of the device. The bracket 602 is fixedly installed on both sides of the outer surface of the connecting seat 601, and is connected to the bottom end of the second fixed plate 701 of the second lifting mechanism 7 by bolts, so as to firmly connect the second lifting mechanism 7 and the first lifting mechanism 5 together to ensure the stability of the overall structure of the device.
[0064] The second lifting mechanism 7 includes a second fixing plate 701, a plurality of second limiting holes 702 and a plurality of second threaded holes 703, the plurality of second limiting holes 702 are respectively opened at the top of the second fixing plate 701, the plurality of second threaded holes 703 are respectively opened at the top of the second fixing plate 701 and are located around the plurality of second limiting holes 702, the end portion of the bottom of the second fixing plate 701 is detachably connected to the top of the two brackets 602 by bolts, the bottom of the second fixing plate 701 is detachably connected to the top of the second positioning ring 405 by bolts, and the bottom end of the second fixing plate 701 is detachably connected to the top of the bracket 602 by bolts. A second limiting hole 702 and a second threaded hole 703 are provided on the top, which work together with the first lifting mechanism 5 to jointly support the forming mechanism 10 and the vibrating mechanism 11 and share the weight of the upper structure of the device. The second limiting hole 702 is provided on the top of the second fixed plate 701 and cooperates with the limiting block 803 of the auxiliary adjustment mechanism 8 to realize the positioning of the sleeve 802. Together with the first limiting hole 502, it ensures the accurate installation and stable operation of the auxiliary adjustment mechanism 8. The second threaded hole 703 is provided on the top of the second fixed plate 701, located around the second limiting hole 702, and is connected to the limiting seat 804 of the auxiliary adjustment mechanism 8 by bolts, which further fixes the position of the auxiliary adjustment mechanism 8 and improves the reliability of the connection.
[0065] The tops of the first lifting mechanism 5 and the second lifting mechanism 7 are detachably connected with an auxiliary adjustment mechanism 8, which includes multiple bidirectional drive rods 801, multiple sleeves 802, multiple limit blocks 803, multiple limit seats 804, multiple first clamps 805, multiple telescopic rods 806, multiple second clamps 807 and multiple universal joints 808. The two ends of the outer surface of the bidirectional drive rod 801 are respectively threadedly connected to the inner side walls of the multiple sleeves 802, and the multiple limit blocks 803 are respectively fixedly installed on the ends of some of the sleeves 802. The multiple limit blocks 803 are respectively plugged into the inner walls of the multiple first limit holes 502 and the multiple second limit holes 702, and the multiple limit seats 804 are respectively fixedly installed on the outer walls of some of the sleeves 802 and positioned At the top of the plurality of limit blocks 803, the bottom of the plurality of limit seats 804 are detachably connected to the inner walls of the plurality of first threaded holes 503 and the plurality of second threaded holes 703 by bolts, respectively, and the plurality of first clamps 805 are respectively sleeved on the outer surfaces of the plurality of sleeves 802, and the outer surfaces of the plurality of first clamps 805 are rotatably connected to one end of the plurality of telescopic rods 806 through a rotating shaft, and the other ends of the plurality of telescopic rods 806 are rotatably connected to the outer surfaces of the plurality of second clamps 807 through a rotating shaft, and the bottom ends of the plurality of universal joints 808 are fixedly connected to the top of another part of the sleeve 802, and the two ends of the outer surface of the two-way drive rod 801 are respectively threadedly connected to the inner side walls of the plurality of sleeves 802. By rotating the two-way drive rod 801, the principle of thread transmission is utilized to make the sleeve 80 2 to achieve relative or reverse movement, thereby adjusting the supporting structure of the device to adapt to different construction requirements. The sleeve 802 is threadedly connected to the two-way driving rod 801, and the end is fixedly installed with a limit block 803, and the outer wall is fixedly installed with a limit seat 804. The position of the limit block 803 and the limit seat 804 is adjusted by moving on the two-way driving rod 801, thereby adjusting the overall structural height of the auxiliary adjustment mechanism 8. The limit block 803 is fixedly installed on the end of a part of the sleeve 802, and is plugged into the inner wall of the first limit hole 502 and the second limit hole 702 to position the sleeve 802 to prevent the sleeve 802 from being displaced during use, thereby ensuring the stability of the auxiliary adjustment mechanism 8. The limit seat 804 is fixedly installed on the outer wall of the part of the sleeve 802, located at the limit hole The top of the block 803 is detachably connected to the inner wall of the first threaded hole 503 and the second threaded hole 703 by a bolt, further fixing the position of the sleeve 802, enhancing the reliability of the connection between the auxiliary adjustment mechanism 8 and the first and second lifting mechanisms 7, the first clamp 805 is sleeved on the outer surface of the sleeve 802, and is rotatably connected to one end of the telescopic rod 806 through a rotating shaft, connecting the telescopic rod 806 and the sleeve 802 together to achieve relative rotation between the two, providing flexibility for adjustment of the device, the two ends of the telescopic rod 806 are rotatably connected to the outer surface of the first clamp 805 and the second clamp 807 respectively through a rotating shaft, and the length is adjusted by telescoping to facilitate the connection and fixation between multiple sleeves 802, thereby ensuring the support stability of the auxiliary adjustment mechanism 8,At the same time, it can also adapt to different installation and usage scenarios, enhancing the adaptability of the device. The bottom end of the universal joint 808 is fixedly connected to the top of the partial sleeve 802, and the top end is detachably connected to the bottom of the support plate 901 of the stabilizing mechanism 9 via bolts, which can achieve multi-angle rotation to meet the needs of the device under different working conditions, ensuring the stability and flexibility of the device. The position of different sleeves 802 can be adjusted, thereby cooperating with the universal joint 808 to adjust the horizontal level of the upper forming mechanism 10, thereby ensuring the quality of wet joint construction.
[0066] The stabilizing mechanism 9 includes a support plate 901 and multiple beams 902. The bottom of the support plate 901 is detachably connected to the top of multiple universal joints 808 by bolts, the bottom of multiple beams 902 is fixedly connected to the top of the support plate 901, and the top of multiple beams 902 is detachably connected to the bottom of the forming plate 1001. The bottom ends of multiple hydraulic rods 1102 are respectively fixedly connected to the top of the support plate 901 and are located between the multiple beams 902. The bottom of the support plate 901 is detachably connected to the top of multiple universal joints 808 by bolts, and the top is fixedly connected to the beams 902, providing a stable support platform for the forming mechanism 10 and the vibrating mechanism 11, and transferring the weight from the forming mechanism 10 and the vibrating mechanism 11 to the auxiliary adjustment mechanism 8. The bottom of the beam 902 is fixedly connected to the top of the support plate 901, and the top is detachably connected to the bottom of the forming plate 1001, thereby enhancing the bearing capacity of the support plate 901 and positioning and fixing the forming plate 1001 to ensure the stability of the forming mechanism 10.
[0067] The molding mechanism 10 further includes a plurality of positioning holes 1004, a plurality of main washers 1005, a plurality of buffer pads 1006, a plurality of cavities 1007 and a plurality of auxiliary washers 1008. The plurality of positioning holes 1004 are respectively opened on the top of the molding plate 1001 and the protective cover 1003. The inner side wall of each positioning hole 1004 is respectively fixedly connected to the outer surface of the plurality of main washers 1005. The inner side walls of the plurality of main washers 1005 are respectively fixedly connected to the outer surface of the plurality of buffer pads 1006. The surfaces are fixedly connected, the inner walls of the multiple buffer pads 1006 are fixedly connected to the outer surfaces of the multiple sub-washers 1008, the inner walls of the multiple sub-washers 1008 are slidably connected to the outer surfaces of the multiple vibrating rods 1105, and the multiple cavities 1007 are respectively opened on the inner walls of the buffer pads 1006. The positioning holes 1004 are opened on the top of the forming plate 1001 and the protective cover 1003, and cooperate with the main washers 1005, the buffer pads 1006, and the sub-washers 1008. The main washer 1005 is fixedly connected to the inner wall of the positioning hole 1004 to protect the positioning hole 1004 and provide a buffer, thereby reducing the wear of the positioning hole 1004 by the vibrating rod 1105 during operation and extending the service life of the forming mechanism 10. The inner wall of the buffer pad 1006 is fixedly connected to the outer surface of the auxiliary washer 1008, and the outer wall is fixedly connected to the inner wall of the main washer 1005. A cavity 1007 is provided inside. When the vibrating rod 1105 is working, it plays a buffering and shock-absorbing role, reducing the impact of the vibrating rod 1105 on the forming plate 1001 and the protective cover 1003, and protecting the structural integrity of the forming mechanism 10. The inner wall of the auxiliary washer 1008 is slidably connected to the outer surface of the vibrating rod 1105 to provide sliding support for the vibrating rod 1105 and ensure the smoothness of the vibrating rod 1105 during operation.
[0068] In summary, when using the wet joint hanging system device for large-span steel-concrete composite beams:
[0069] 1. Adjustment of the anchor mechanism 1: Place the pad 101 on the construction ground. By rotating the threaded rod 103 on the inner wall of the support frame 102, the adjustment block 105 is driven to slide toward or away from the guide rod 104 by utilizing its forward and reverse thread characteristics. The movement of the adjustment block 105 is converted into the up and down movement of the adjustment plate 107 through the push rod 106, so that the adjustment plate 107 can adjust its height according to the flatness of the ground. At the same time, the support foot 108 is adjusted synchronously with the adjustment plate 107 to enhance the contact stability with the ground.
[0070] 2. Height and auxiliary support adjustment: According to the height requirements of the construction scenario, adjust the installation quantity of the pad 2, then loosen the fixing rod 303 on the outer surface of the support tube 301, slide the support rod 304 to adjust the height of the support plate 306, and then tighten the fixing rod 303 to lock the height. At the same time, rotate the adjustment tube 402 and the adjustment rod 403 of the auxiliary support mechanism 4, adjust the position and angle of the second positioning ring 405, and lock it through the positioning rod 404 to provide flexible support for the second lifting mechanism 7.
[0071] 3. Installation of the lifting and auxiliary adjustment mechanism 8: Connect the bottom of the first fixed plate 501 to the top of the support plate 306 through bolts, connect the bottom of the second fixed plate 701 to the bracket 602 and the second positioning ring 405, install the auxiliary adjustment mechanism 8, insert the limit block 803 into the first and second limit holes 702, and connect the limit seat 804 to the first and second threaded holes 703 through bolts. Rotate the two-way drive rod 801 to adjust the position of the sleeve 802, and use the telescopic rod 806 and the universal joint 808 to enhance the adaptability of the device.
[0072] 4. Installation of the stabilizing mechanism 9, the forming mechanism 10 and the vibrating mechanism 11: Connect the bottom of the support plate 901 to the top of the universal joint 808 with bolts, connect the top of the beam 902 to the bottom of the forming plate 1001, and slide the mounting plate 1101 under the forming plate 1001. Fix the motor 1103 on top of the stabilizing mechanism 9, connect the flexible shaft 1104 and the vibrating rod 1105, and install the bamboo plywood 12 on the top of the protective cover 1003.
[0073] 5. Concrete pouring: Pour concrete onto the top of the bamboo plywood 12, and start the motor 1103 at the same time. Drive the vibrating rod 1105 to vibrate at high frequency through the flexible shaft 1104 to perform large-scale synchronous vibration on the concrete. After the vibration is completed, the hydraulic rod 1102 contracts, driving the mounting plate 1101 and the vibrating rod 1105 to retract downward, so that the top of the vibrating rod 1105 is flush with the top of the protective cover 1003, and turn off the motor 1103 to avoid affecting the shape of the concrete after solidification.
[0074] 6. Concrete temperature control: Start the electric heating rod 1002 on the bottom wall of the forming plate 1001 to evenly heat the concrete in multiple areas. Adjust the heating temperature according to the concrete solidification progress to reduce the temperature difference during the concrete solidification process and reduce the impact of temperature stress.
[0075] 7. After the concrete solidifies, the hydraulic rod 1102 extends and the vibrating rod 1105 is slightly extended to separate the top of the device from the concrete. Then, in the reverse order of installation, the bamboo plywood 12, protective cover 1003, vibrating mechanism 11, forming mechanism 10, stabilizing mechanism 9, auxiliary adjustment mechanism 8, first and second lifting mechanisms 7, height adjustment mechanism 3, auxiliary support mechanism 4 are removed in turn, and finally the anchor mechanism 1 is removed.
[0076] It should be noted that, in this document, relational terms such as first and second, etc., are used only to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "comprises," "comprising," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or device comprising a series of elements includes not only those elements, but also other elements not explicitly listed, or elements inherent to such process, method, article, or device. In the absence of further limitations, an element defined by the phrase "comprising a" does not exclude the presence of additional identical elements in the process, method, article, or device comprising the element.
[0077] While embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions, and variations may be made to these embodiments without departing from the principles and spirit of the invention, and that the scope of the invention is defined by the appended claims and their equivalents.
Claims
1. A large-span steel-concrete composite beam wet joint hanging system device, characterized in that: It comprises a base mechanism (1), a first lifting mechanism (5), a second lifting mechanism (7), a plurality of stabilizing mechanisms (9), a plurality of shaping mechanisms (10) and a plurality of vibrating mechanisms (11), wherein: The anchor mechanism (1) comprises a pad (101), a plurality of support frames (102), a plurality of adjustment blocks (105), a plurality of push rods (106) and a plurality of adjustment plates (107), wherein the plurality of support frames (102) are respectively fixedly mounted on both sides of the top of the pad (101), the plurality of adjustment blocks (105) are respectively slidably connected to the inner walls of the plurality of support frames (102), the plurality of push rods (106) are respectively rotatably connected to the bottom of the plurality of adjustment blocks (105) via a rotating shaft, and the other ends of the plurality of push rods (106) are rotatably connected to the tops of the plurality of adjustment plates (107) via a rotating shaft; The first lifting mechanism (5) is arranged on the top of the foot mechanism (1), and the second lifting mechanism (7) is arranged on one side of the first lifting mechanism (5); The stabilizing mechanism (9) is arranged on top of the first lifting mechanism (5) and the second lifting mechanism (7) to fix the forming mechanism (10) and the vibrating mechanism (11); The forming mechanism (10) comprises a forming plate (1001), a plurality of electric heating rods (1002) and a protective cover (1003); the bottom of the forming plate (1001) is detachably connected to the top of the stabilizing mechanism (9); the plurality of electric heating rods (1002) are fixedly mounted on the inner bottom wall of the forming plate (1001); and the protective cover (1003) is detachably connected to the top of the forming plate (1001); The vibrating mechanism (11) comprises a mounting plate (1101), a plurality of hydraulic rods (1102), a plurality of motors (1103), a plurality of flexible shafts (1104) and a plurality of vibrating rods (1105). The mounting plate (1101) is slidably connected to the bottom of the forming plate (1001). The output ends of the plurality of hydraulic rods (1102) are respectively fixedly mounted on the bottom of the mounting plate (1101). The plurality of motors (1103) are respectively fixedly mounted above the stabilizing mechanism (9) and are located at the plurality of flexible shafts (1104). Between the hydraulic rods (1102), one end of the plurality of flexible shafts (1104) is respectively connected to the output end of the plurality of motors (1103) through a key transmission connection, and the plurality of vibrating rods (1105) are respectively connected to the other end of the plurality of flexible shafts (1104). The outer surfaces of the plurality of vibrating rods (1105) are installed through the bottom of the mounting plate (1101). The outer surfaces of the plurality of vibrating rods (1105) are slidably connected to the bottom of the forming plate (1001) and the protective cover (1003); The top of the protective cover (1003) is detachably connected to a bamboo plywood (12).
2. The large-span steel-concrete composite beam wet joint hanging system device according to claim 1, characterized in that: The anchor mechanism (1) further comprises a plurality of threaded rods (103), a plurality of guide rods (104), a support foot (108), a support frame (109), a reinforcement plate (1010), a protective plate (1011) and four mounting seats (1012), wherein the plurality of threaded rods (103) are rotatably connected to the inner side walls of the plurality of support frames (102), the outer surfaces of the plurality of threaded rods (103) are threadedly connected to the middle of the outer surfaces of the plurality of adjustment blocks (105), the outer surfaces of the plurality of threaded rods (103) are respectively provided with positive and negative threads, the plurality of guide rods (104) are respectively plugged into the inner side walls of the plurality of support frames (102), and are located at the plurality of threaded rods. (103), the outer surfaces of the plurality of guide rods (104) are slidably connected to the outer surfaces of the plurality of adjustment blocks (105) on both sides, the plurality of support feet (108) are slidably connected to the bottom of the pad (101) and are slidably connected to the inner side walls of the plurality of support frames (102), the support frame (109) is fixedly mounted on the top of the pad (101), the reinforcement plate (1010) is fixedly mounted on the middle of the inner side wall of the support frame (109), the bottom of the protective plate (1011) is fixedly connected to the top of the support frame (109), and the four mounting seats (1012) are fixedly mounted on the four corners of the top of the protective plate (1011).
3. The large-span steel-concrete composite beam wet joint hanging system device according to claim 2, characterized in that: The tops of the four mounting seats (1012) are respectively connected to a cushion seat (2) via bolts, and the top of the cushion seat (2) is connected to a height adjustment mechanism (3) via bolts. The height adjustment mechanism (3) comprises a support tube (301), a support seat (302), a plurality of fixing rods (303), a support rod (304), a plurality of fixing holes (305) and a support plate (306). The bottom of the support tube (301) is connected to the top of the cushion seat (2) via bolts, and the bottom of the support seat (302) is connected to the top of the cushion seat (2) via bolts. The top of the support tube (301) is detachably connected, and the plurality of fixing rods (303) are respectively threadedly provided on the outer surface of the support tube (301), and the support rod (304) is slidably connected to the inner wall of the support tube (301), and the plurality of fixing holes (305) are respectively opened on the outer wall of the support rod (304), and one end of the plurality of fixing rods (303) passing through the support tube (301) is respectively plugged into the inner wall of the plurality of fixing holes (305), and the support plate (306) is fixedly installed on the top of the support rod (304).
4. The large-span steel-concrete composite beam wet joint hanging system device according to claim 3, characterized in that: The outer surface of the support seat (302) is provided with an auxiliary support mechanism (4), and the auxiliary support mechanism (4) includes a first positioning ring (401), an adjusting cylinder (402), an adjusting rod (403), a plurality of positioning rods (404) and a second positioning ring (405), the bottom of the first positioning ring (401) is connected to the top of the support seat (302) by bolts, one end of the adjusting cylinder (402) is rotatably connected to the top of the first positioning ring (401) through a rotating shaft, the adjusting rod (403) is slidably connected to the inner wall of the adjusting cylinder (402), the plurality of positioning rods (404) are respectively threadedly arranged on both sides of the outer surface of the adjusting cylinder (402), one end of the plurality of positioning rods (404) inserted into the adjusting cylinder (402) is threadedly connected to the outer surface of the adjusting rod (403), and the bottom of the second positioning ring (405) is rotatably connected to the top of the adjusting rod (403) through the rotating shaft.
5. The large-span steel-concrete composite beam wet joint hanging system device according to claim 4, characterized in that: The first lifting mechanism (5) includes a first fixing plate (501), a plurality of first limiting holes (502) and a plurality of first threaded holes (503), wherein the plurality of first limiting holes (502) are respectively opened at the top of the first fixing plate (501), and the plurality of first threaded holes (503) are respectively opened at the top of the first fixing plate (501) and are located around the plurality of first limiting holes (502), and the bottom of the first fixing plate (501) is detachably connected to the top of the supporting plate (306) by bolts.
6. The large-span steel-concrete composite beam wet joint hanging system device according to claim 5, characterized in that: A connecting mechanism (6) is provided at the bottom of the first fixing plate (501), and the connecting mechanism (6) comprises two connecting seats (601) and four brackets (602). The two connecting seats (601) are detachably connected to the two sides of the bottom of the first fixing plate (501) by bolts, and the four brackets (602) are fixedly installed on the two sides of the outer surfaces of the two connecting seats (601).
7. The large-span steel-concrete composite beam wet joint hanging system device according to claim 6, characterized in that: The second lifting mechanism (7) includes a second fixing plate (701), a plurality of second limiting holes (702) and a plurality of second threaded holes (703), wherein the plurality of second limiting holes (702) are respectively opened at the top of the second fixing plate (701), and the plurality of second threaded holes (703) are respectively opened at the top of the second fixing plate (701) and are located around the plurality of second limiting holes (702), and the end of the bottom of the second fixing plate (701) is detachably connected to the tops of the two brackets (602) by bolts, and the bottom of the second fixing plate (701) is detachably connected to the top of the second positioning ring (405) by bolts.
8. The large-span steel-concrete composite beam wet joint hanging system device according to claim 7, characterized in that: The tops of the first lifting mechanism (5) and the second lifting mechanism (7) are detachably connected to an auxiliary adjustment mechanism (8), and the auxiliary adjustment mechanism (8) includes a plurality of bidirectional driving rods (801), a plurality of sleeves (802), a plurality of limit blocks (803), a plurality of limit seats (804), a plurality of first clamps (805), a plurality of telescopic rods (806), a plurality of second clamps (807) and a plurality of universal joints (808), the two ends of the outer surface of the bidirectional driving rod (801) are respectively threadedly connected to the inner side walls of the plurality of sleeves (802), the plurality of limit blocks (803) are respectively fixedly installed on the ends of a portion of the sleeves (802), and the plurality of limit blocks (803) are respectively plugged into the inner walls of the plurality of first limit holes (502) and the plurality of second limit holes (702). The plurality of limit seats (804) are respectively fixedly mounted on the outer wall of a portion of the sleeve (802) and located at the top of the plurality of limit blocks (803); the bottoms of the plurality of limit seats (804) are detachably connected to the inner walls of the plurality of first threaded holes (503) and the plurality of second threaded holes (703) through bolts; the plurality of first clamps (805) are respectively sleeved on the outer surfaces of the plurality of sleeves (802); the outer surfaces of the plurality of first clamps (805) are rotatably connected to one end of the plurality of telescopic rods (806) through a rotating shaft; the other ends of the plurality of telescopic rods (806) are rotatably connected to the outer surfaces of the plurality of second clamps (807) through a rotating shaft; and the bottom ends of the plurality of universal joints (808) are fixedly connected to the top of another portion of the sleeve (802).
9. The large-span steel-concrete composite beam wet joint hanging system device according to claim 8, characterized in that: The stabilizing mechanism (9) comprises a support plate (901) and a plurality of beams (902), wherein the bottom of the support plate (901) is detachably connected to the top of the plurality of universal joints (808) via bolts, the bottoms of the plurality of beams (902) are fixedly connected to the top of the support plate (901), the tops of the plurality of beams (902) are detachably connected to the bottom of the forming plate (1001), and the bottom ends of the plurality of hydraulic rods (1102) are fixedly connected to the top of the support plate (901) and are located between the plurality of beams (902).
10. The large-span steel-concrete composite beam wet joint hanging system device according to claim 1, characterized in that: The molding mechanism (10) further comprises a plurality of positioning holes (1004), a plurality of main washers (1005), a plurality of buffer pads (1006), a plurality of cavities (1007) and a plurality of auxiliary washers (1008), wherein the plurality of positioning holes (1004) are respectively opened on the top of the molding plate (1001) and the protective cover (1003), the inner side wall of each positioning hole (1004) is respectively fixedly connected to the outer surface of the plurality of main washers (1005), the inner side walls of the plurality of main washers (1005) are respectively fixedly connected to the outer surface of the plurality of buffer pads (1006), the inner side walls of the plurality of buffer pads (1006) are respectively fixedly connected to the outer surface of the plurality of auxiliary washers (1008), the inner side walls of the plurality of auxiliary washers (1008) are respectively slidably connected to the outer surface of the plurality of vibrating rods (1105), and the plurality of cavities (1007) are respectively opened on the inner wall of the buffer pad (1006).