CN115262422A - Hanging frame for cast-in-place wet joint of steel plate composite beam - Google Patents

Abstract

The application relates to a steel sheet composite beam is wet seam of cast in situ and is used hanging frame, use in the field of roof beam body construction equipment, it includes actuating mechanism and suspends the mechanism in midair, actuating mechanism locates on the roof beam body, it includes control assembly and a pair of extension subassembly to suspend the mechanism in midair, actuating mechanism drive control subassembly reciprocates along the direction of height, control assembly connects on actuating mechanism, the extension subassembly symmetry sets up on control assembly, control assembly drive extension subassembly is with the junction of extension subassembly and control assembly as the rotation of axes. This application has the effect that promotes construction platform area and be convenient for hang in midair.

Description

Hanging frame for cast-in-place wet joints of steel plate composite beams

technical field

The application relates to the technical field of beam construction equipment, in particular to a suspension frame for cast-in-place wet joints of steel plate composite beams.

Background technique

The steel plate girders combined by different processes are called steel plate composite beams, also known as steel plate composite beams. The cantilevers of steel plate composite beams are assembled into large-span continuous beams, and the joints between adjacent steel plate composite beams that connect the beams into a whole with cast-in-place concrete are called wet joints.

In the related art, the hanging frame is placed at the wet joint between steel plate composite beams for construction, and the hanging frame is mainly composed of three parts: a steel structure part, an accessory part and a rope part. The steel structure is mainly composed of suspension mechanism and suspension platform. The accessories part includes hoist, distribution box, safety lock and counterweight. The rope part includes cables, steel wire ropes and safety ropes. The suspension mechanism is installed above the steel plate composite beam, the suspension platform is connected to the suspension mechanism through the rope part, and the hoist lowers the suspension platform to the wet joint for construction.

In view of the above-mentioned related technologies, the inventor found that the width of the wet joint is generally 50 to 80 centimeters, which makes the suspension platform relatively narrow, with little standing space and difficult to place equipment, and at the same time makes the suspension platform difficult to place into wet seams.

Contents of the invention

In order to improve the problem that the suspension platform is narrow and difficult to install, the application provides a suspension frame for the cast-in-place wet joint of steel plate composite beams.

The suspension frame for cast-in-place wet joints of steel plate composite beams provided by this application adopts the following technical scheme:

Hanging frame for cast-in-place wet joints of steel plate composite beams, set on the beam body, including a driving mechanism and a suspension mechanism, the driving mechanism is arranged on the beam body, and the suspension mechanism includes a control assembly and a pair of extension assembly, the drive mechanism drives the control assembly to move up and down in the height direction, the control assembly is connected to the drive mechanism, the extension assembly is symmetrically arranged on the control assembly, and the control assembly drives the extension The assembly rotates around the joint of the extension assembly and the control assembly.

By adopting the above technical scheme, the driving mechanism is arranged on the beam body, and the driving mechanism drives the suspension mechanism to move to the wet joint between the beam bodies. The suspension mechanism is composed of a control component and a pair of extension components, and the control component is connected to the drive mechanism and Between the stretching components, the control component drives the stretching components to rotate, so that a pair of stretching components can be unfolded. On the one hand, when the extension assembly is in the unexpanded state, the cross-sectional area is small, which can be conveniently lowered from the wet joint between the beams to the construction site; on the other hand, the extension assembly takes the connection between the extension assembly and the control assembly as the axis. By turning, the stretching components can be unfolded into a construction platform at the wet joint between the beams. Compared with directly hanging the construction platform below, this can increase the available standing space and facilitate the construction.

Optionally, the driving mechanism includes a hoist and a connecting cable, the hoist is arranged on the beam body, the connecting cable is connected to the hoist, and the hoist drives the connecting cable to extend or retract, so The end of the connecting cable away from the winch is connected to the control assembly.

By adopting the above technical solution, the connecting cable is connected between the winch and the control assembly, which makes it possible to drive the suspension mechanism to move up and down along the length direction through the winch, so as to facilitate the movement of the suspension mechanism to the construction area, and then connect the cable pair for suspension The mechanism provides suspension, so that the suspension mechanism hovers in the construction area to facilitate construction, and the connecting cable can reduce the damage caused by the collision between the hanging frame for the cast-in-place wet joint of the steel plate composite beam and the beam body.

Optionally, a plurality of support rods are provided on the beam body, and a mounting plate is fixed on an end of the support rod away from the beam body, and the winch is arranged on the mounting plate.

By adopting the above technical solution, the hoist is set on the mounting plate, and the mounting plate is set on the beam body through the support rod, which allows the output end of the hoist to be opposite to the wet joint, which makes the connecting cable no need to turn and can reduce the number of connections. The situation of cable wear and damage also makes the installation of the winch more convenient. The position of the winch can be determined by setting the installation plate and support plate in advance.

Optionally, a stabilizing bar is vertically fixed at one end of the supporting bar facing away from the mounting plate, the stabilizing bar is attached to the beam body, and the stabilizing bar is detachably fixed on the beam body.

By adopting the above technical solution, the stabilizer bar increases the contact area between the support bar and the beam body, and provides more stable support for the support bar in the horizontal direction, which helps to improve the suspension frame used for the cast-in-place wet joint of the steel plate composite beam on the beam. Physical stability.

Optionally, the extension component includes a bearing plate, and extension plates are connected to both sides of the bearing plate for symmetrical rotation, the control component is connected between the connecting cable and the bearing plate, and the control component drives the The extension plate rotates around the joint of the bearing plate and the extension plate as an axis.

By adopting the above-mentioned technical scheme, the two extension plates are connected to the load plate by rotation. When the extension plate is perpendicular to the load plate, the cross-sectional area of the extension assembly is the area of the load plate, which can be conveniently suspended from the wet joint between the beams. Hanging, when the control component drives the extension plate to rotate parallel to the load plate, the extension component is unfolded. At this time, the cross-sectional area of the extension component is the sum of the area of the load plate and a pair of extension plates, that is, the load plate and a pair of extension plates constitute a construction Platform to increase standing space and facilitate construction.

Optionally, a limiting plate is fixed on the side of the bearing plate facing away from the control assembly, and the limiting plate is symmetrically fixed on both sides of the bearing plate. When the extension plate is parallel to the bearing plate , the extension plate is in contact with the limiting plate.

By adopting the above technical solution, on the one hand, when the extension plate rotates to be parallel to the bearing plate, the limit plate will limit the extension plate, which can reduce the failure of the extension component caused by the continuous rotation of the extension plate. And the bearing plate is checked, so that the extension plate and the limit plate are on the same plane; on the other hand, the limit plate provides support for the extension plate, so that the extension plate and the limit plate form a construction platform stably.

Optionally, safety fences are symmetrically fixed on both sides of the extension board along the length direction, a side of the extension board away from the bearing board is rotatably connected to a guardrail, and the end of the extension board away from the bearing board is An abutment plate is fixed, the abutment plate is perpendicular to the extension plate, and when the guardrail is perpendicular to the extension plate, the guardrail is attached to the abutment plate.

By adopting the above technical scheme, the extension board is provided with a safety fence and a protective fence, and the safety fence and the safety fence are arranged around the extension board, which can form protection during construction to reduce the occurrence of safety accidents. The guardrail is rotatably connected to the end of the extension plate, which allows the guardrail to be retracted to reduce the interference of the guardrail when the extension plate rotates. When the board is vertical, the abutment board will limit the guardrail to reduce the failure of the guardrail due to excessive rotation angle.

Optionally, the control assembly includes a fixing plate and a plurality of driving parts, the end of the connecting cable away from the hoist has a fork, the connecting cable is fixed around the periphery of the bearing plate, and the driving parts are evenly distributed On the fixed plate, the driving part extends away from the hoist and is connected to the extension plate, and the driving part drives the extension plate to the connection between the extension plate and the bearing plate for axis rotation.

By adopting the above technical solution, the fixed plate is connected to the connecting chain, and the driving member is connected between the fixed plate and the extension plate, which enables the driving member to drive the extension plate to rotate toward or away from the fixed plate, thereby shrinking or expanding . The driving parts are evenly arranged, which makes the extension plate evenly stressed, and can reduce the deviation of the extension plate when it rotates.

Optionally, the driving member includes a multi-stage cylinder and a connecting rod, one end of the connecting rod is hinged on the output shaft of the multi-stage cylinder, and the other end of the connecting rod is rotatably connected to the extension plate.

By adopting the above technical scheme, the extension plate is connected with the output shaft of the multi-stage cylinder through the connecting rod, and the connecting rod converts the linear reciprocating movement of the output shaft of the multi-stage cylinder into the rotation motion of the extension plate, thereby driving the extension plate to expand and form the bearing plate construction platform. Compared with the ordinary cylinder, the volume of the multi-stage cylinder is smaller, which can reduce the possibility of interference with the hanging frame for the cast-in-place wet joint of the steel plate composite beam.

Optionally, a support column is fixed vertically on the bearing plate, and an end of the support column away from the bearing plate is fixed at the middle of the fixing plate.

By adopting the above technical scheme, the support column is connected between the bearing plate and the fixed plate, which can provide stable fixation, and at the same time, when the output shaft of the multi-stage cylinder shrinks, the support column is against the bearing plate, which can reduce the load plate. When the output shaft of the stage cylinder moves toward the fixed plate, the extension plate cannot rotate.

In summary, the present application includes at least one of the following beneficial technical effects:

1. The driving mechanism is set on the beam body, and the driving mechanism drives the suspension mechanism to move to the wet joint between the beam bodies. The suspension mechanism is composed of a control assembly and a pair of extension assemblies, and the control assembly is connected between the drive mechanism and the extension assembly. , the control assembly drives the extension assembly to rotate, so that a pair of extension assemblies can be deployed. On the one hand, when the extension assembly is in the unexpanded state, the cross-sectional area is small, which can be conveniently lowered from the wet joint between the beams to the construction site; on the other hand, the extension assembly takes the connection between the extension assembly and the control assembly as the axis. By turning, the extension components can be unfolded into a construction platform at the wet joint between the beams, which can increase the available standing space and facilitate the construction compared with directly hanging the construction platform below;

2. The two extension plates are rotatably connected to the load plate. When the extension plate is perpendicular to the load plate, the cross-sectional area of the extension component is the area of the load plate, which can be easily suspended from the wet joint between the beams and control components. When the extension plate is driven to rotate to be parallel to the load plate, the extension assembly is unfolded. At this time, the cross-sectional area of the extension assembly is the sum of the areas of the load plate and a pair of extension plates, that is, the load plate and a pair of extension plates form a construction platform to increase Large standing space, convenient for construction;

3. The extension plate is connected to the output shaft of the multi-stage cylinder through the connecting rod. The connecting rod converts the linear reciprocating movement of the output shaft of the multi-stage cylinder into the rotation motion of the extension plate, thereby driving the extension plate to expand and the bearing plate to form a construction platform. Compared with the ordinary cylinder, the volume of the multi-stage cylinder is smaller, which can reduce the possibility of interference with the hanging frame for the cast-in-place wet joint of the steel plate composite beam.

Description of drawings

Fig. 1 is a schematic diagram of the shrinkage state of the suspension frame for the cast-in-place wet joint of the steel plate composite beam in the embodiment of the present application.

Fig. 2 is an enlarged view of part A in the embodiment of the present application.

Fig. 3 is a schematic diagram of the unfolded state of the suspension frame for the cast-in-place wet joint of the steel plate composite beam in the embodiment of the present application.

Reference signs: 1. Beam body; 2. Wet joint; 3. Driving mechanism; 31. Hoist; 32. Connecting cable; 4. Suspension mechanism; 41. Control component; 411. Fixed plate; 412. Driving part; 4121, multi-stage cylinder; 4122, connecting rod; 42, extension assembly; 421, bearing plate; 422, extension plate; 5, installation frame; 51, support rod; 52, installation plate; 53, stabilizer bar; 6, limit 7. Safety fence; 8. Guardrail; 9. Adhesive board; 10. Support column.

Detailed ways

The present application will be described in further detail below in conjunction with accompanying drawings 1-3.

The embodiment of the present application discloses a suspension frame for cast-in-place wet joints of steel plate composite beams. Referring to Fig. 1, including the connected driving mechanism 3 and suspension mechanism 4, before pouring concrete to the wet joint 2, first place the suspension mechanism 4 at the gap between two adjacent beam bodies 1, and then drive the The mechanism 3 is placed between two adjacent beam bodies 1, and the suspension mechanism 4 is driven by the driving mechanism 3 to move along the height direction and move downwards at the gap between the two beam bodies 1 until the construction is expected to be carried out. After the construction is completed, the hanging frame for the cast-in-place wet joint of the steel plate composite beam can be removed, and the operation is convenient.

Referring to Fig. 2, the drive mechanism 3 includes a hoist 31 and a connecting cable 32, the hoist 31 is arranged on the beam body 1 through a mounting frame 5, specifically, the mounting frame 5 includes a mounting plate 52 and several support rods 51, and several support rods 51 are evenly arranged At both ends of the mounting plate 52 , and the supporting rod 51 is perpendicular to the mounting plate 52 , the winch 31 is installed on the side of the mounting plate 52 facing away from the supporting rod 51 . Before the construction, the installation frame 5 is first placed on the beam body 1, and several support rods 51 are placed on the beam body 1 respectively, and the winch 31 is located above the gap between the beam bodies 1 at this time. The connecting cable 32 is sleeved on the hoist 31, and the hoist 31 drives the connecting cable 32 to extend or retract, and a through groove is opened on the mounting plate 52, and the connecting cable 32 passes through the through groove and extends downward along the height direction, and the suspension mechanism 4 is fixed At the end of the connecting cable 32 away from the winch 31 . The winch 31 drives the connecting cable 32 to extend or retract, thereby driving the suspension mechanism 4 to move up and down in the wet joint 2 between the beams 1, while the connecting cable 32 is kept vertical by the gravity of the suspension mechanism 4 , can reduce the situation that the suspension mechanism 4 collides with the beam body 1 and is damaged.

There are no less than two hoisting machines 31. In the embodiment of the present application, two hoisting machines 31 are taken as an example. Several hoisting machines 31 are arranged on the mounting plate 52 along the length direction of the wet joint 2, which makes no less than two The connecting cables 32 are evenly fixed on the suspension mechanism 4, which can reduce the possibility of the suspension mechanism 4 deflecting and causing safety accidents.

Referring to Fig. 1, in order to promote the stability of the suspension mechanism 4, a stabilizer bar 53 is also provided on the support bar 51, and the stabilizer bar 53 is fixed on the end of the support bar 51 away from the mounting plate 52, and the stabilizer bar 53 and the support bar 51 are in an "L" shape. ” shape, and the stabilizing bar 53 extends in the direction away from the wet joint 2 between the beams 1 along the horizontal direction. The stabilizing bar 53 is fixed on the beam body 1. On the one hand, the stabilizing bar 53 has increased the contact area between the mounting frame 5 and the beam body 1, which can improve the fixing stability of the mounting frame 5 on the beam body 1, thereby improving the stability of the mounting frame 5. The fixing stability of the hanging frame for the cast-in-place wet joint of the steel plate composite beam; on the other hand, when the mounting frame 5 has a tendency to topple over, the stabilizing bar 53 can support the mounting frame 5 to reduce the deflection of the mounting frame 5 and cause the steel plate Safety accidents occurred due to shaking of hanging frames for wet joints of composite beams.

Referring to FIG. 3 , the suspension mechanism 4 includes a control assembly 41 and a pair of extension assemblies 42 , wherein the control assembly 41 is connected to the end of the connecting cable 32 away from the winch 31 , and the extension assemblies 42 are connected to the control assembly 41 . Specifically, the control assembly 41 includes a fixed plate 411 and several driving parts 412 installed on the fixed plate 411. The end of the connecting cable 32 away from the hoist 31 has a fork, and the bifurcated connecting chain is evenly arranged on the fixed plate 411. A more stable fixation is provided for the suspension mechanism 4, and the situation that the suspension mechanism 4 deflects and causes safety accidents can be reduced. One end of the drive member 412 away from the fixed plate 411 is respectively connected to the stretching assembly 42. When the hoist 31 drives the suspension mechanism 4 down to the wet joint 2 through the connecting cable 32, the stretching assembly 42 is attached to the suspension mechanism 4. When the extension assembly 42 is perpendicular to the fixing plate 411 and the extension assembly 42 is parallel to each other, the maximum cross-sectional area of the suspension mechanism 4 can be reduced, and the suspension mechanism 4 can be lowered into the wet joint 2 conveniently.

Then the driver 412 drives the extension assembly 42 to expand, and the extension assembly 42 rotates to be parallel to the fixed plate 411, and the extension assemblies 42 are parallel to each other. At this time, the two extension assemblies 42 form a construction platform. Compared with directly lowering the platform to the wet joint In the seam 2, the construction platform formed by the stretching assembly 42 can have a standing area much larger than the area of the gap between the beams 1, which makes the hanging frame for the steel plate composite beam cast-in-place wet joint have a larger standing space , and at the same time it is convenient to place related construction equipment, and the distance between the extension assembly 42 and the beam body 1 can be reduced, thereby facilitating construction.

Referring to Fig. 3, the extension assembly 42 includes a carrying plate 421 and an extension plate 422, the extension plate 422 is hinged at the end of the carrying plate 421, there are two extension plates 422, and the two extension plates 422 are symmetrically rotatably connected to the two ends of the carrying plate 421. side, when the extension plate 422 is rotated to be perpendicular to the bearing plate 421, the maximum cross-sectional area of the suspension mechanism 4 is the area of the bearing plate 421, and it is only necessary to make the area of the bearing plate 421 smaller than the size of the wet joint 2. It is very convenient to suspend the cast-in-place wet joint of the steel plate composite beam into the wet joint 2 with a hanging frame; The sum of the areas of the extension boards 422, compared to directly using the bearing board 421 as a construction platform and suspending it to the construction site, significantly increases the area of the construction platform, increases the available standing space, and facilitates construction.

The bearing plate 421 is also provided with a limiting plate 6, the limiting plate 6 has a pair, all arranged on the side of the bearing plate 421 facing away from the fixed plate 411, and a pair of limiting plates 6 are symmetrically fixed on the bearing plate 421, limiting The positioning plate 6 is parallel to the carrying plate 421 , and the limiting plate 6 extends out of the carrying plate 421 in a direction away from the center of the carrying plate 421 . When the extension plate 422 is rotated to be flush with the bearing plate 421, the extension plate 422 is placed on the limit plate 6, and the extension plate 422 is attached to the limit plate 6. On the one hand, the limit plate 6 is connected to the extension plate 422. Positioning is carried out so that the extension plate 422 cannot continue to rotate to the bottom of the bearing plate 421 after it is rotated to be flush with the bearing plate 421, which can reduce the situation that the extension assembly 42 cannot provide support; 422 for support, so that the extension plate 422 is more stable and kept flush with the bearing plate 421, so that the extension plate 422 and the bearing plate 421 form a stable suspension platform for construction use.

Referring to Fig. 3, the driver 412 includes a multistage cylinder 4121 and a connecting rod 4122, the multistage cylinder 4121 is installed on the fixed plate 411, the multistage cylinder 4121 is perpendicular to the fixed plate 411, and the output shaft of the multistage cylinder 4121 is along the vertical The direction extends through the fixed plate 411 towards the direction of the bearing plate 421. One end of the connecting rod 4122 is hinged on the output shaft of the multi-stage cylinder 4121, and the other end of the connecting rod 4122 is hinged on the side wall of the extension plate 422. The connecting rod 4122 will The linear reciprocating motion of the output shaft of the multi-stage cylinder 4121 is transformed into the rotary motion of the extension plate 422 with the fixed tube as the axis. Specifically, when the output shaft of the multi-stage cylinder 4121 is stretched out, the extension plate 422 gradually rotates from a state perpendicular to the bearing plate 421 to a state flush with the bearing plate 421, thereby forming a suspension platform with the bearing plate 421 to provide construction Bearing space. When the output shaft of the multi-stage cylinder 4121 shrinks, the extension plate 422 gradually rotates from a state flush with the load plate 421 to a state perpendicular to the load plate 421, which facilitates the winch 31 to lower the suspension mechanism 4 through the connecting cable 32 Into or out of wet joint 2. Moreover, compared with the ordinary cylinder, the volume of the multi-stage cylinder 4121 is smaller, which can reduce the possibility of interference with the suspension frame for the cast-in-place wet joint of the steel plate composite beam.

Supporting column 10 is also connected between loading plate 421 and fixing plate 411, and one end of supporting column 10 is vertically fixed on the middle part of loading plate 421, and the other end of supporting column 10 is then vertically fixed on the middle part of fixing plate 411, and supporting column 10 makes The distance between the carrying plate 421 and the fixing plate 411 is constant. When the output shaft of the multi-stage cylinder 4121 shrinks, the support column 10 is pressed between the bearing plate 421 and the fixed plate 411 to reduce the movement of the bearing plate 421 towards the fixed plate 411 driven by the multi-stage cylinder 4121, resulting in the extension plate 422 Inability to rotate. And the bearing plate 421 is fixed to the fixing plate 411 through the connecting column, which can improve the fixing stability of the bearing plate 421, and further improve the construction safety factor of the suspension frame for the cast-in-place wet joint of the steel plate composite beam.

Referring to Fig. 3, in order to further enhance the construction safety factor of the hanging frame for the cast-in-place wet joint of the steel plate composite beam, the two sides of the extension plate 422 are symmetrically fixed with safety fences 7 along the length direction, and the safety fence 7 is perpendicular to the extension plate 422, And the safety fence 7 is arranged on the side of the extension board 422 facing the fixing board 411 . The end of the extension plate 422 away from the bearing plate 421 is also rotatably connected with a guardrail 8, and the guardrail 8 is rotated on the axis of the connection between the guardrail 8 and the bearing plate 421, and the end of the extension plate 422 away from the bearing plate 421 is integrally formed. The abutment plate 9, the abutment plate 9 is perpendicular to the extension plate 422, when the guardrail 8 rotates to be perpendicular to the extension plate 422, the abutment plate 9 limits the position of the guardrail 8, so that the guardrail 8 remains in contact with the extension plate 422 In the vertical state, the guardrail 8 and the safety fence 7 jointly surround the periphery of the extension plate 422, which can effectively reduce the possibility of safety accidents.

The implementation principle of the suspension frame for the cast-in-place wet joint of the steel plate composite beam in the embodiment of the present application is as follows: first put the suspension mechanism 4 into the wet joint 2 from the gap between the beam bodies 1, and fix the support rod 51 on the On the beam body 1, start the winch 31 and lower the suspension mechanism 4 to the place to be constructed through the connecting cable 32, then start the multi-stage cylinder 4121, and the multi-stage cylinder 4121 drives the extension plate 422 to rotate to the bearing plate 421 through the connecting rod 4122. flush, and then the guardrail 8 is rotated to be perpendicular to the bearing plate 421 to start the construction work. After the construction is completed, start the multi-stage cylinder 4121, the multi-stage cylinder 4121 drives the extension plate 422 to rotate to be perpendicular to the bearing plate 421 through the connecting rod 4122, lifts the suspension mechanism 4 to the outside of the wet joint 2 through the winch 31, and finally The support rod 51 is removed.

All of the above are preferred embodiments of the present application, and are not intended to limit the protection scope of the application. Therefore, all equivalent changes made according to the structure, shape and principle of the application should be covered by the protection scope of the application. Inside.

Claims (10)

1. The steel plate composite beam cast-in-place wet seam is with hanging frame, sets up on roof beam body (1), its characterized in that: including actuating mechanism (3) and suspension mechanism (4), actuating mechanism (3) are located on the roof beam body (1), suspension mechanism (4) are including control assembly (41) and a pair of extension subassembly (42), actuating mechanism (3) drive control assembly (41) reciprocate along the direction of height, control assembly (41) are connected on actuating mechanism (3), extension subassembly (42) symmetry sets up on control assembly (41), control assembly (41) drive extension subassembly (42) with the junction of control assembly (41) is the rotation of axle.

2. The hanging frame for the cast-in-place wet joint of the steel plate composite beam as claimed in claim 1, wherein: the driving mechanism (3) comprises a winch (31) and a connecting cable (32), the winch (31) is arranged on the beam body (1), the connecting cable (32) is connected to the winch (31), the winch (31) drives the connecting cable (32) to stretch out or retract, and one end, far away from the winch (31), of the connecting cable (32) is connected to the control component (41).

3. The hanging frame for the cast-in-place wet joint of the steel plate composite beam as claimed in claim 2, wherein: the supporting beam is characterized in that a plurality of supporting rods (51) are arranged on the beam body (1), one end, far away from the beam body (1), of each supporting rod (51) is fixedly provided with a mounting plate (52), and the winch (31) is arranged on the mounting plate (52).

4. The hanging frame for the cast-in-place wet joint of the steel plate composite beam as claimed in claim 3, wherein: the utility model discloses a roof beam structure, including the bracing piece (51) dorsad the one end vertical fixation of mounting panel (52) has stabilizer bar (53), stabilizer bar (53) with the roof beam body (1) is laminated mutually, just stabilizer bar (53) detachable is fixed on the roof beam body (1).

5. The hanging frame for the cast-in-place wet joint of the steel plate composite beam as claimed in claim 2, wherein: the extension assembly (42) comprises a bearing plate (421), extension plates (422) are symmetrically and rotatably connected to two sides of the bearing plate (421), the control assembly (41) is connected between the connecting cable (32) and the bearing plate (421), and the extension plates (422) are driven by the control assembly (41) to rotate by taking the joints of the bearing plate (421) and the extension plates (422) as axes.

6. The hanging frame for the cast-in-place wet joint of the steel plate composite beam as claimed in claim 5, wherein: bearing plate (421) dorsad one side of control assembly (41) is fixed with limiting plate (6), limiting plate (6) symmetry is fixed the both sides of bearing plate (421), works as extension board (422) with when bearing plate (421) parallels, extension board (422) with limiting plate (6) laminate mutually.

7. The steel plate composite beam cast-in-place wet seam hanging frame according to claim 6, characterized in that: safety fence (7) are fixed with along the length direction symmetry in the both sides of extension board (422), extension board (422) are kept away from one side rotation of loading board (421) is connected with rail guard (8), extension board (422) are kept away from the tip of loading board (421) is fixed with and supports flitch (9), support flitch (9) with extension board (422) are perpendicular, work as rail guard (8) with when extension board (422) are perpendicular, rail guard (8) with support flitch (9) laminating.

8. The hanging frame for the cast-in-place wet joint of the steel plate composite beam as claimed in claim 5, wherein: the control assembly (41) comprises a fixing plate (411) and a plurality of driving pieces (412), one end, far away from the winch (31), of the connecting cable (32) is provided with a branch, the connecting cable (32) is fixed on the periphery of the bearing plate (421) in a surrounding mode, the driving pieces (412) are evenly distributed on the fixing plate (411), the driving pieces (412) extend towards the direction far away from the winch (31) and are connected with the extension plate (422), and the driving pieces (412) drive the extension plate (422) to rotate by taking the connection position of the extension plate (422) and the bearing plate (421) as an axis.

9. The hanging frame for the cast-in-place wet joint of the steel plate composite beam as claimed in claim 8, wherein: the driving piece (412) comprises a multi-stage cylinder (4121) and a connecting rod (4122), one end of the connecting rod (4122) is hinged on an output shaft of the multi-stage cylinder (4121), and the other end of the connecting rod (4122) is rotatably connected on the extension plate (422).

10. The hanging frame for the cast-in-place wet joint of the steel plate composite beam as claimed in claim 8, wherein: a supporting column (10) is vertically fixed on the bearing plate (421), and one end, far away from the bearing plate (421), of the supporting column (10) is fixed in the middle of the fixing plate (411).

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