CN117967036A - Template supporting device at joint of superimposed sheet and beam - Google Patents
Template supporting device at joint of superimposed sheet and beam Download PDFInfo
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- CN117967036A CN117967036A CN202410327507.1A CN202410327507A CN117967036A CN 117967036 A CN117967036 A CN 117967036A CN 202410327507 A CN202410327507 A CN 202410327507A CN 117967036 A CN117967036 A CN 117967036A
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- 230000007246 mechanism Effects 0.000 claims abstract description 43
- 238000009415 formwork Methods 0.000 claims abstract description 25
- 230000000149 penetrating effect Effects 0.000 claims description 7
- 230000001105 regulatory effect Effects 0.000 claims description 2
- 239000002131 composite material Substances 0.000 claims 6
- 239000000463 material Substances 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 8
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
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Abstract
The invention relates to the technical field of building forming, in particular to a formwork support device at the joint of a laminated slab and a beam, which comprises two Z-shaped support plates which are symmetrically distributed front and back, wherein a height adjusting mechanism is arranged on each support plate. When the existing method is adopted to support the joint of the superimposed sheet and the beam, the supporting point of the joint of the superimposed sheet and the beam is usually required to be determined, then the supporting material is inserted below the superimposed sheet, and the height of the supporting material is adjusted to ensure that the joint of the superimposed sheet and the beam obtains proper support and support angles. The supporting plates adopted in the invention can be directly clamped on the clamping mechanism, and the whole beam can be directly supported through the two supporting plates without using the existing supporting device for multiple times by an operator, so that the supporting efficiency is improved.
Description
Technical Field
The invention relates to the technical field of building forming, in particular to a formwork support device at the joint of a laminated slab and a beam.
Background
In building construction, the template support is carried out at the joint of the superimposed sheet and the beam, and the method has important functions, specifically comprises the following steps: providing support and stability: before concrete placement, the superimposed sheet needs to be well supported to ensure its stability and firmness. The template support of the combined beam structure can provide stable support for the laminated slab, so that displacement or deformation does not occur in the pouring process, and the accuracy and the integrity of the concrete structure are ensured; sharing concrete pouring pressure: when the concrete is poured, the formwork support at the joint of the beam and the superimposed sheet can disperse and bear the pressure and weight of the concrete pouring, so that the concrete is prevented from being damaged or deformed due to the overlarge pressure; the construction safety is improved: through reasonable formwork support, the working risk of workers in the concrete pouring process can be reduced, and the safety of constructors and equipment is ensured; ensuring the quality of the concrete structure: the good formwork support can ensure that the shape and the size of the member after concrete pouring are accurate, thereby ensuring the quality and the stability of the concrete structure. In view of the above effects, the formwork support at the joint of the superimposed sheet and the beam is an indispensable ring in the construction process, and the support is helpful to ensure the accuracy and the integrity of the structural elements in the construction process and also to ensure the safety of constructors.
When the existing method is adopted to support the joint of the laminated slab and the beam, the supporting point of the joint of the laminated slab and the beam is usually required to be determined, the length and the number of the supporting materials are determined according to the position of the supporting point, and then the supporting materials are inserted below the laminated slab and are properly fixed at the joint of the beam. The support frame or the support rod can be used for fixing the support material, stability and reliability of the support material are guaranteed, then the height of the support material is adjusted according to requirements, so that proper support and support angles are obtained at the joint of the laminated plate and the beam, finally, the support structure is required to be checked, stability and reliability of the support material are guaranteed, the support material cannot be shifted or slid down due to external force, the joint of the laminated plate and the beam can be effectively supported, and the operation flexibility is high, so that the support structure can be suitable for different occasions.
However, in the above method, a large amount of supporting materials are required to be repeatedly assembled and built, so that a plurality of supporting devices are formed, and the same beam is required to be supported for a plurality of times by adopting a plurality of supporting devices, so that a large amount of time is consumed, and the labor input is increased.
Disclosure of Invention
Based on this, it is necessary to provide a formwork support device at the joint of the superimposed sheet and the beam, aiming at solving the problem generated when the formwork at the joint of the superimposed sheet and the beam is supported in the prior art.
In order to achieve the above purpose, the present invention is implemented by adopting the following technical scheme: a formwork support device at the junction of a superimposed sheet and a beam, comprising: two support plates which are symmetrically distributed front and back and are Z-shaped are provided with a height adjusting mechanism.
The supporting mechanism is evenly provided with a plurality of and is located two from left to right the backup pad below, supporting mechanism is including the roll adjustment branched chain that is used for adjusting clamping distance, and rectangular block has all been installed at the front and back both ends of roll adjustment branched chain, rectangular through-hole has been seted up at rectangular block middle part, and the front and back symmetry is connected with two support branched chains on the roll adjustment branched chain.
The clamping mechanism is arranged at the upper end of the rectangular block, the clamping mechanism comprises a positioning frame arranged at the upper end of the rectangular block, a first clamping rod is rotationally connected inside the positioning frame, a second clamping rod is rotationally connected to the lower end of the first clamping rod, a third clamping rod is rotationally connected to the lower end of the second clamping rod, connecting blocks connected with a supporting plate are arranged on the first clamping rod, the second clamping rod and the third clamping rod, and limiting branched chains are connected to the first clamping rod, the second clamping rod and the third clamping rod together.
The positioning mechanisms are arranged in a plurality, and each positioning mechanism is located between two rectangular blocks which are adjacent left and right.
According to the embodiment of the invention, the distance-adjusting branched chain comprises two connecting rods which are positioned below the two supporting plates and are distributed front and back, one ends of the front connecting rod and the rear connecting rod, which are far away from each other, are fixedly connected with the rectangular block, the other end of any one connecting rod of the front connecting rod and the rear connecting rod is provided with an adjusting cylinder, the other connecting rod corresponding to the adjusting cylinder is provided with a plurality of uniformly distributed positioning holes, a positioning rod is inserted into any one positioning hole, and the positioning rod is in sliding penetrating fit with the wall of the adjusting cylinder.
According to the embodiment of the invention, the supporting branched chain comprises an auxiliary block arranged in the middle of the connecting rod, the upper end of the auxiliary block is provided with the supporting block, the lower end of the auxiliary block is provided with the lifting rod, the lower end of the lifting rod is connected with the positioning column in a sliding manner, the upper end of the positioning column is provided with the placing opening, and a plurality of regulating plates which are uniformly distributed from top to bottom are placed in the placing opening.
According to the embodiment of the invention, the limiting branched chain comprises three connecting screws respectively penetrating through the first clamping rod, the second clamping rod and the third clamping rod, limiting plates are sleeved at the left end and the right end of each connecting screw, the limiting plates are matched with the first clamping rod, the second clamping rod and the third clamping rod in a clamping manner, and nuts are connected at the left end and the right end of each connecting screw in a threaded manner.
According to the embodiment of the invention, the positioning mechanism comprises cylindrical rods arranged between the left rectangular block and the right rectangular block, connecting frames are arranged at two ends of each cylindrical rod, sliding holes with openings facing the rectangular blocks are arranged in the connecting frames, square through holes are formed in the lower hole walls of the sliding holes, a moving rod is connected in the sliding holes in a sliding mode, a connecting spring is arranged between one end, far away from the rectangular blocks, of the moving rod and the wall of the sliding hole, a handle in sliding fit with the square through holes is integrally formed at the lower end of the moving rod, V-shaped plates with the openings facing downwards are jointly arranged at the upper ends of the two connecting frames, and the moving rod is in plug-in fit with the rectangular through holes.
According to the embodiment of the invention, the height adjusting mechanism comprises two L-shaped plates which are symmetrically distributed left and right and are connected to the upper side plate of the supporting plate in a penetrating and sliding manner, the upper ends of the two L-shaped plates are jointly provided with the lifting plate, and a plurality of filling plates which are uniformly distributed from top to bottom are arranged between the lower end of the lifting plate and the upper end of the upper side plate of the supporting plate.
According to the embodiment of the invention, the limiting block is arranged in the positioning frame and is positioned between the positioning frame and the first clamping rod.
According to the embodiment of the invention, the lower end of the upper side plate of the supporting plate is provided with a plurality of clamping frames which are uniformly distributed from left to right, and the clamping frames are in plug-in fit with the connecting blocks positioned at the end parts of the first clamping rods.
In summary, the present invention includes at least one of the following beneficial technical effects: 1. the supporting mechanism that adopts can carry out corresponding regulation according to the width of roof beam, and the mechanism that adjusts that adopts can carry out corresponding regulation according to the thickness of roof beam to the flexibility that has improved the device and has used the occasion that has increased the device.
2. The backup pad that adopts can direct joint on fixture, and just can directly support the whole of roof beam through two backup pads, need not operating personnel and uses current strutting arrangement to support the roof beam many times to the efficiency of supporting has been improved.
3. The fixture that adopts can support the backup pad from multiple spot and a plurality of angle, and the support of a plurality of angles can be fixed unchangeable to increased the backup pad and supported the stability of roof beam, and fixture need not to adjust it again after accomplishing the regulation, makes things convenient for the quick use next time, has reduced the input of labour.
4. Each supporting plate that adopts all supports through a plurality of supporting mechanisms, and all is provided with positioning mechanism between a plurality of supporting mechanisms, avoids supporting mechanism to appear the slope after receiving external force, has further increased the stability that supporting mechanism supported.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings that are required to be used in the embodiments or the description of the prior art will be briefly described below, and it is obvious that the drawings in the following description are only embodiments of the present invention, and that other drawings can be obtained according to the provided drawings without inventive effort for a person skilled in the art.
Fig. 1 shows a schematic perspective view of a first perspective view of a formwork support device at a joint of a laminated slab and a beam according to an embodiment of the present invention.
Fig. 2 is a schematic view showing a second perspective structure of a formwork support device at a joint of a laminated slab and a beam according to an embodiment of the present invention.
Fig. 3 shows a front view of a formwork support device at the joint of a superimposed sheet and a beam according to an embodiment of the present invention.
Fig. 4 shows a left side view of a formwork support device at the joint of a superimposed sheet and a beam according to an embodiment of the present invention.
Figure 5 shows a cross-sectional view of A-A in figure 3.
Fig. 6 shows a schematic structural view of a positioning mechanism of a formwork support device at the joint of a laminated slab and a beam according to an embodiment of the present invention.
Wherein the above figures include the following reference numerals: 1. a support plate; 11. a clamping frame; 2. a height adjusting mechanism; 21. an L-shaped plate; 22. a lifting plate; 23. a filler plate; 3. a support mechanism; 31. a distance-adjusting branched chain; 311. a connecting rod; 312. an adjustment cylinder; 313. positioning holes; 314. a positioning rod; 32. rectangular blocks; 33. rectangular through holes; 34. supporting the branched chain; 341. an auxiliary block; 342. a support block; 343. a lifting rod; 344. positioning columns; 345. placing the opening; 346. an adjusting plate; 4. a clamping mechanism; 41. a positioning frame; 411. a limiting block; 42. a first clamping lever; 43. a second clamping rod; 44. a third clamping lever; 45. limiting branched chains; 451. a connecting screw; 452. a limiting plate; 46. a connecting block; 5. a positioning mechanism; 51. a cylindrical rod; 52. a connection frame; 53. a sliding hole; 54. a moving rod; 55. a connecting spring; 56. v-shaped plate.
Detailed Description
In order that the above objects, features and advantages of the invention will be readily understood, a more particular description of the invention will be rendered by reference to the appended drawings. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. The present invention may be embodied in many other forms than described herein and similarly modified by those skilled in the art without departing from the spirit of the invention, whereby the invention is not limited to the specific embodiments disclosed below.
Referring to fig. 1-4, a formwork support device for a joint of a laminated slab and a beam comprises two support plates 1 which are symmetrically distributed front and back and are Z-shaped, wherein a height adjusting mechanism 2 is arranged on each support plate 1.
Referring to fig. 1 and 5, the height adjusting mechanism 2 includes two L-shaped plates 21 symmetrically distributed and penetrating through the upper side plate of the support plate 1, the upper ends of the two L-shaped plates 21 are mounted with a lifting plate 22, and a plurality of filling plates 23 uniformly distributed from top to bottom are disposed between the lower end of the lifting plate 22 and the upper end of the upper side plate of the support plate 1.
During concrete work, the lifter plate 22 is attached to the upper side plate of the supporting plate 1 at the beginning, according to the thickness of the house beam, the lifter plate 22 is lifted manually, the lifter plate 22 slides on the upper side plate of the supporting plate 1 through the two L-shaped plates 21, then a corresponding number of filling plates 23 are placed between the lifter plate 22 and the upper side plate of the supporting plate 1, the filling plates 23 support the lifted lifter plate 22, the lifter plate 22 is prevented from sliding downwards after the lifter plate 22 is loosened, the lifter plate 22 with adjustable height is matched with the supporting plate 1, the house beams with different thicknesses can be supported in a certain range, the upper ends of the lifter plate 22 and the upper end of the house beam are guaranteed to be at the same height, and therefore the flexibility of device use is improved.
Referring to fig. 1,2 and 5, the formwork support device at the joint of the laminated slab and the beam further comprises a support mechanism 3, wherein a plurality of support mechanisms 3 are uniformly arranged from left to right and located below the two support plates 1, the support mechanism 3 comprises a distance adjusting branched chain 31 for adjusting the clamping distance, rectangular blocks 32 are respectively arranged at the front end and the rear end of the distance adjusting branched chain 31, rectangular through holes 33 are formed in the middle of the rectangular blocks 32, and two support branched chains 34 are symmetrically connected on the distance adjusting branched chain 31 front and rear.
Referring to fig. 2 and 5, the distance-adjusting branched chain 31 includes two connecting rods 311 located below the two supporting plates 1 and distributed in front and back, one ends of the two connecting rods 311 far away from each other are fixedly connected with the rectangular block 32, the other end of any one connecting rod 311 of the two connecting rods 311 is provided with an adjusting cylinder 312, the other connecting rod 311 corresponding to the adjusting cylinder 312 is provided with a plurality of uniformly distributed positioning holes 313, a positioning rod 314 is inserted into any one of the positioning holes 313, and the positioning rod 314 is in sliding penetrating fit with the wall of the adjusting cylinder 312.
During specific work, according to the width of the house beam, the connecting rods 311 at the front and rear positions are manually pulled, so that the distance between the connecting rods 311 at the front and rear positions is adjusted, meanwhile, the corresponding connecting rods 311 slide in the corresponding adjusting cylinders 312, after the connecting rods 311 at the front and rear positions move to the positions matched with the width of the house beam, the positioning rods 314 penetrate through the adjusting cylinders 312 and are inserted into the corresponding positioning holes 313, the connecting rods 311 at the front and rear positions after movement are limited, and the rectangular blocks 32 and the supporting branched chains 34 are driven to move while the connecting rods 311 move.
Referring to fig. 1,2 and 5, the formwork support device at the joint of the laminated slab and the beam further comprises a clamping mechanism 4, the clamping mechanism 4 is arranged at the upper end of the rectangular block 32, the clamping mechanism 4 comprises a positioning frame 41 arranged at the upper end of the rectangular block 32, a first clamping rod 42 is rotatably connected to the inner part of the positioning frame 41, a second clamping rod 43 is rotatably connected to the lower end of the first clamping rod 42, a third clamping rod 44 is rotatably connected to the lower end of the second clamping rod 43, connecting blocks 46 connected with the supporting plate 1 are respectively arranged on the first clamping rod 42, the second clamping rod 43 and the third clamping rod 44, and limiting branched chains 45 are commonly connected to the first clamping rod 42, the second clamping rod 43 and the third clamping rod 44.
In specific operation, the connecting rod 311 moves while driving the rectangular block 32 to move, the rectangular block 32 drives the positioning frame 41 to move, and then the first clamping rod 42, the second clamping rod 43 and the third clamping rod 44 are sequentially rotated, and the first clamping rod 42 is ensured to be in a vertical state.
Referring to fig. 2 and 5, the limiting branched chain 45 includes three connecting screws 451 respectively penetrating through the first clamping rod 42, the second clamping rod 43 and the third clamping rod 44, and the left and right ends of the three connecting screws 451 are respectively sleeved with limiting plates 452, the limiting plates 452 are engaged with the first clamping rod 42, the second clamping rod 43 and the third clamping rod 44, and the left and right ends of the connecting screws 451 are connected with nuts in a threaded manner.
Referring to fig. 1 and 5, a limiting block 411 is installed in the positioning frame 41, and the limiting block 411 is located between the positioning frame 41 and the first clamping rod 42.
During specific work, after the first clamping rod 42, the second clamping rod 43 and the third clamping rod 44 are rotated, the two limiting plates 452 are sleeved on the three connecting screw rods 451 left and right, meanwhile, the limiting plates 452 are clamped on the first clamping rod 42, the second clamping rod 43 and the third clamping rod 44, nuts are connected to the connecting screw rods 451 in a threaded mode, the limiting plates 452 are limited, the two limiting plates 452 clamp and limit the rotated first clamping rod 42, second clamping rod 43 and third clamping rod 44, and the rotated first clamping rod 42, second clamping rod 43 and third clamping rod 44 are kept stable.
Referring to fig. 2, a plurality of clamping frames 11 are mounted at the lower end of the upper side plate of the support plate 1, wherein the clamping frames 11 are uniformly distributed from left to right, and the clamping frames 11 are in plug-in fit with connecting blocks 46 positioned at the end parts of the first clamping rods 42.
During specific work, the support plate 1 is placed on the connecting blocks 46 at the upper ends of the plurality of first clamping rods 42 on the same side, the connecting blocks 46 at the upper ends of the first clamping rods 42 are in plug-in fit with the clamping frame 11, so that the function of connecting the support plate 1 is achieved, meanwhile, the connecting blocks 46 on the third clamping rods 44 support the lower side plate of the support plate 1, the previous steps are repeated, the other support plate 1 is placed on the plurality of first clamping rods 42 on the other side, limiting blocks 411 in the positioning frame 41 limit the vertical first clamping rods 42, and rotation of the first clamping rods 42 in the vertical state is avoided.
Referring to fig. 2, the formwork support device at the joint of the laminated slab and the beam further comprises a plurality of positioning mechanisms 5, and each positioning mechanism 5 is located between two rectangular blocks 32 adjacent left and right.
Referring to fig. 2 and 6, the positioning mechanism 5 includes a cylindrical rod 51 disposed between the left and right adjacent rectangular blocks 32, the two ends of the cylindrical rod 51 are both provided with a connection frame 52, a sliding hole 53 with an opening facing the rectangular block 32 is disposed in the connection frame 52, a square through hole is formed in the lower hole wall of the sliding hole 53, a moving rod 54 is slidably connected in the sliding hole 53, a connection spring 55 is mounted between one end of the moving rod 54 far away from the rectangular block 32 and the wall of the sliding hole 53, a handle in sliding fit with the square through hole is integrally formed at the lower end of the moving rod 54, V-shaped plates 56 with downward openings are jointly mounted at the upper ends of the connection frame 52, and the moving rod 54 is in plug-in fit with the rectangular through hole 33.
When the two support plates 1 are placed, the handles at the lower ends of the two movable rods 54 are pulled manually, the handles drive the movable rods 54 to move towards the sliding holes 53 and squeeze the connecting springs 55, then the cylindrical rods 51 are moved between the two adjacent rectangular blocks 32, the handles are loosened, the squeezed connecting springs 55 drive the movable rods 54 to reset and are inserted into the rectangular through holes 33, so that the function of connecting the two rectangular blocks 32 is achieved, the stability of supporting the supporting branched chains 34 on the left side and the right side is improved, triangles are formed between the V-shaped plates 56, the cylindrical rods 51 and the two connecting frames 52, the stability of supporting the supporting branched chains 34 is further improved, and the previous steps are repeated until the cylindrical rods 51 and the two connecting frames 52 are inserted between every two adjacent rectangular blocks 32.
Referring to fig. 2 and 5, the supporting branched chain 34 includes an auxiliary block 341 mounted in the middle of the connecting rod 311, a supporting block 342 is mounted at the upper end of the auxiliary block 341, a lifting rod 343 is mounted at the lower end of the auxiliary block 341, a positioning column 344 is slidably connected to the lower end of the lifting rod 343, a placement opening 345 is formed at the upper end of the positioning column 344, and a plurality of adjusting plates 346 are uniformly distributed from top to bottom in the placement opening 345.
During specific operation, initially adjusting plate 346 is not placed in placing opening 345, lifter 343 is attached to the lower end of positioning column 344, at this time, the height of lifter 343 is lowest, supporting block 342 is used for supporting rotated third clamping rod 44, then a plurality of connecting rods 311 are pushed simultaneously through manual or existing jacking devices, plurality of connecting rods 311 drive first clamping rod 42, second clamping rod 43 and third clamping rod 44 in a plurality of positioning frames 41 through a plurality of rectangular blocks 32, a plurality of first clamping rods 42, second clamping rod 43 and third clamping rod 44 drive two supporting plates 1 to move upwards to the position of the roof beam and attach to the side wall of the roof beam, simultaneously two lifting plates 22 above two supporting plates 1 are flush with the upper end of the roof beam, then a corresponding number of adjusting plates 346 are placed in placing opening 345, so that the uppermost adjusting plates 346 attach to the lower end of lifter 343, limit lifting rods 343, the function of supporting plates 1 is realized, then the templates are placed at the joint of the laminated plates and the two supporting plates 1 are supported.
In the description of the present invention, it should be noted that, unless explicitly stated and limited otherwise, the terms "disposed," "connected," "mounted," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art according to the specific circumstances.
The embodiments of the present invention are all preferred embodiments of the present invention, and are not limited in scope by the present invention, so that all equivalent changes according to the structure, shape and principle of the present invention are covered in the scope of the present invention.
Claims (8)
1. The utility model provides a superimposed sheet and roof beam junction template strutting arrangement which characterized in that: comprises two Z-shaped supporting plates (1) which are symmetrically distributed from front to back, wherein a height adjusting mechanism (2) is arranged on the supporting plates (1);
The support mechanism (3) is uniformly arranged from left to right and is positioned below the two support plates (1), the support mechanism (3) comprises a distance-adjusting branched chain (31) for adjusting the clamping distance, rectangular blocks (32) are respectively arranged at the front end and the rear end of the distance-adjusting branched chain (31), rectangular through holes (33) are formed in the middle of each rectangular block (32), and two support branched chains (34) are symmetrically connected on the distance-adjusting branched chain (31) front and rear;
the clamping mechanism (4) is arranged at the upper end of the rectangular block (32), the clamping mechanism (4) comprises a positioning frame (41) arranged at the upper end of the rectangular block (32), a first clamping rod (42) is rotatably connected inside the positioning frame (41), a second clamping rod (43) is rotatably connected at the lower end of the first clamping rod (42), a third clamping rod (44) is rotatably connected at the lower end of the second clamping rod (43), connecting blocks (46) connected with the supporting plate (1) are arranged on the first clamping rod (42), the second clamping rod (43) and the third clamping rod (44), and limiting branched chains (45) are commonly connected on the first clamping rod (42), the second clamping rod (43) and the third clamping rod (44);
The positioning mechanisms (5) are arranged in a plurality, and each positioning mechanism (5) is positioned between two rectangular blocks (32) adjacent left and right.
2. A formwork support device at the joint of a composite slab and a beam as claimed in claim 1, wherein: the distance-adjusting branched chain (31) comprises two connecting rods (311) which are located below the supporting plate (1) and distributed front and back, one ends, away from each other, of the connecting rods (311) are fixedly connected with the rectangular block (32), an adjusting cylinder (312) is mounted at the other end of any connecting rod (311) of the front and back connecting rods (311), a plurality of evenly distributed positioning holes (313) are formed in the other connecting rod (311) corresponding to the adjusting cylinder, positioning rods (314) are inserted into any one of the positioning holes (313), and the positioning rods (314) are in sliding penetrating fit with the cylinder walls of the adjusting cylinders (312).
3. A superimposed sheet and beam junction formwork support device as claimed in claim 2, wherein: the support branched chain (34) comprises an auxiliary block (341) arranged in the middle of the connecting rod (311), a supporting block (342) is arranged at the upper end of the auxiliary block (341), a lifting rod (343) is arranged at the lower end of the auxiliary block (341), a positioning column (344) is slidably connected at the lower end of the lifting rod (343), a placement opening (345) is formed in the upper end of the positioning column (344), and a plurality of regulating plates (346) which are evenly distributed from top to bottom are placed in the placement opening (345).
4. A formwork support device at the joint of a composite slab and a beam as claimed in claim 1, wherein: limiting branch (45) are including three respectively run through install first clamping lever (42) second clamping lever (43) with connecting screw (451) on third clamping lever (44), three connecting screw (451) both ends about all overlap jointly and are equipped with limiting plate (452), limiting plate (452) with first clamping lever (42) second clamping lever (43) with third clamping lever (44) joint cooperation, both ends threaded connection has the nut about connecting screw (451).
5. A formwork support device at the joint of a composite slab and a beam as claimed in claim 1, wherein: the positioning mechanism (5) comprises cylindrical rods (51) arranged between the left rectangular block (32) and the right rectangular block, connecting frames (52) are arranged at two ends of each cylindrical rod (51), sliding holes (53) with openings facing the rectangular block (32) are arranged in the connecting frames (52), square through holes are formed in the lower hole walls of the sliding holes (53), moving rods (54) are connected in the sliding holes (53) in a sliding mode, connecting springs (55) are arranged between one ends, far away from the rectangular block (32), of the moving rods (54) and the hole walls of the sliding holes (53), handles which are in sliding fit with the square through holes are integrally formed at the lower ends of the moving rods (54), V-shaped plates (56) with the openings facing downwards are jointly arranged at the upper ends of the connecting frames (52), and the moving rods (54) are in plug-in fit with the rectangular through holes (33).
6. A formwork support device at the joint of a composite slab and a beam as claimed in claim 1, wherein: the height adjusting mechanism (2) comprises two L-shaped plates (21) which are symmetrically distributed left and right and penetrate through the upper side plate of the supporting plate (1) in a sliding connection mode, lifting plates (22) are mounted at the upper ends of the L-shaped plates (21) jointly, and a plurality of filling plates (23) which are evenly distributed from top to bottom are placed between the lower ends of the lifting plates (22) and the upper ends of the upper side plates of the supporting plate (1).
7. A formwork support device at the joint of a composite slab and a beam as claimed in claim 1, wherein: a limiting block (411) is arranged in the positioning frame (41), and the limiting block (411) is located between the positioning frame (41) and the first clamping rod (42).
8. A formwork support device at the joint of a composite slab and a beam as claimed in claim 1, wherein: the lower end of the upper side plate of the supporting plate (1) is provided with a plurality of clamping frames (11) which are uniformly distributed from left to right, and the clamping frames (11) are in plug-in fit with connecting blocks (46) positioned at the end parts of the first clamping rods (42).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410327507.1A CN117967036B (en) | 2024-03-21 | 2024-03-21 | Template supporting device at joint of superimposed sheet and beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410327507.1A CN117967036B (en) | 2024-03-21 | 2024-03-21 | Template supporting device at joint of superimposed sheet and beam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN117967036A true CN117967036A (en) | 2024-05-03 |
| CN117967036B CN117967036B (en) | 2024-06-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202410327507.1A Active CN117967036B (en) | 2024-03-21 | 2024-03-21 | Template supporting device at joint of superimposed sheet and beam |
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Citations (26)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1514273A (en) * | 1967-01-10 | 1968-02-23 | Entpr S Devars Naudo & Cie | construction element and assemblies by applying |
| GB1375376A (en) * | 1971-11-25 | 1974-11-27 | ||
| US5288099A (en) * | 1992-12-15 | 1994-02-22 | Wu Ching Chang | Telescopic and folding frame assembly for a golf cart |
| CA2530902A1 (en) * | 2005-12-20 | 2007-06-20 | Grant Steel Corp. | Beam-column clamp |
| WO2009028842A2 (en) * | 2007-08-24 | 2009-03-05 | Kim, Si-Young | Vertical member and system support using the same |
| CN102535851A (en) * | 2012-03-26 | 2012-07-04 | 郑州大学 | Board integrated construction process of prefabricated floor board of masonry house |
| CN104822586A (en) * | 2012-09-27 | 2015-08-05 | 河恩晶 | Jig for supporting ship block |
| CN105649325A (en) * | 2016-03-18 | 2016-06-08 | 中建科技河南有限公司 | Adjustable tripod supporting system and method of fabricated concrete shear wall structure |
| CN205421998U (en) * | 2015-11-04 | 2016-08-03 | 上海建工（江苏）钢结构有限公司 | Adjustable high bed -jig of queen post area self -locking function |
| CN107558730A (en) * | 2017-08-29 | 2018-01-09 | 中国建筑第八工程局有限公司 | The formwork support method and support system of Super High girder with rolled steel section en cased in concrete |
| EP3299542A1 (en) * | 2016-09-22 | 2018-03-28 | Alfredo Sallustio | Folding scaffold |
| CN107939041A (en) * | 2017-11-24 | 2018-04-20 | 中建科技成都有限公司 | Supporting structure and high-altitude concreting method of the superimposed sheet end at composite beam |
| CN109518989A (en) * | 2018-12-28 | 2019-03-26 | 云南建投第二建设有限公司 | A kind of Multifunctional supporting jacking device for assembled architecture |
| CN110424724A (en) * | 2019-07-25 | 2019-11-08 | 湖州东吴建设有限公司 | A kind of tool-type beam slab mould holder and its mold method |
| CN110593559A (en) * | 2019-09-02 | 2019-12-20 | 中冶天工集团天津有限公司 | Concrete beam formwork supporting device and construction process thereof |
| CN111021719A (en) * | 2020-01-06 | 2020-04-17 | 黄河水利职业技术学院 | Sponge city foaming concrete post-cast floor forming system and construction method |
| CN211736360U (en) * | 2019-12-12 | 2020-10-23 | 山东兴瑞建材有限公司 | Building beam formwork clamping device |
| CN212507262U (en) * | 2020-05-28 | 2021-02-09 | 凉山州风腾建设工程有限公司 | Scaffold for building with buckle joint structure |
| CN215484907U (en) * | 2021-09-02 | 2022-01-11 | 郭磊 | Bottom reinforcing and supporting auxiliary device for constructional engineering |
| CN216007810U (en) * | 2021-11-03 | 2022-03-11 | 山东建筑大学 | Supporting device for steel reinforced concrete beam template |
| CN216634093U (en) * | 2021-12-17 | 2022-05-31 | 山西省安装集团股份有限公司 | Clamping device for laminated beam plate |
| CN218346731U (en) * | 2022-10-22 | 2023-01-20 | 于曰营 | Scaffold frame that can quick detach |
| CN218668525U (en) * | 2022-10-26 | 2023-03-21 | 中建一局集团第五建筑有限公司 | A assembled device that is used for steel construction building board of encorbelmenting to support |
| CN219080981U (en) * | 2023-02-14 | 2023-05-26 | 山西建筑工程集团有限公司 | Non-support fixing device for post-pouring strip of superimposed sheet |
| CN219409123U (en) * | 2023-02-28 | 2023-07-25 | 申宸建设工程有限公司 | Multistage formula adjusting bracket for construction engineering construction |
| CN220167496U (en) * | 2023-04-21 | 2023-12-12 | 苏州固百年建设科技有限公司 | Building formwork reinforcing structure |
-
2024
- 2024-03-21 CN CN202410327507.1A patent/CN117967036B/en active Active
Patent Citations (26)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1514273A (en) * | 1967-01-10 | 1968-02-23 | Entpr S Devars Naudo & Cie | construction element and assemblies by applying |
| GB1375376A (en) * | 1971-11-25 | 1974-11-27 | ||
| US5288099A (en) * | 1992-12-15 | 1994-02-22 | Wu Ching Chang | Telescopic and folding frame assembly for a golf cart |
| CA2530902A1 (en) * | 2005-12-20 | 2007-06-20 | Grant Steel Corp. | Beam-column clamp |
| WO2009028842A2 (en) * | 2007-08-24 | 2009-03-05 | Kim, Si-Young | Vertical member and system support using the same |
| CN102535851A (en) * | 2012-03-26 | 2012-07-04 | 郑州大学 | Board integrated construction process of prefabricated floor board of masonry house |
| CN104822586A (en) * | 2012-09-27 | 2015-08-05 | 河恩晶 | Jig for supporting ship block |
| CN205421998U (en) * | 2015-11-04 | 2016-08-03 | 上海建工（江苏）钢结构有限公司 | Adjustable high bed -jig of queen post area self -locking function |
| CN105649325A (en) * | 2016-03-18 | 2016-06-08 | 中建科技河南有限公司 | Adjustable tripod supporting system and method of fabricated concrete shear wall structure |
| EP3299542A1 (en) * | 2016-09-22 | 2018-03-28 | Alfredo Sallustio | Folding scaffold |
| CN107558730A (en) * | 2017-08-29 | 2018-01-09 | 中国建筑第八工程局有限公司 | The formwork support method and support system of Super High girder with rolled steel section en cased in concrete |
| CN107939041A (en) * | 2017-11-24 | 2018-04-20 | 中建科技成都有限公司 | Supporting structure and high-altitude concreting method of the superimposed sheet end at composite beam |
| CN109518989A (en) * | 2018-12-28 | 2019-03-26 | 云南建投第二建设有限公司 | A kind of Multifunctional supporting jacking device for assembled architecture |
| CN110424724A (en) * | 2019-07-25 | 2019-11-08 | 湖州东吴建设有限公司 | A kind of tool-type beam slab mould holder and its mold method |
| CN110593559A (en) * | 2019-09-02 | 2019-12-20 | 中冶天工集团天津有限公司 | Concrete beam formwork supporting device and construction process thereof |
| CN211736360U (en) * | 2019-12-12 | 2020-10-23 | 山东兴瑞建材有限公司 | Building beam formwork clamping device |
| CN111021719A (en) * | 2020-01-06 | 2020-04-17 | 黄河水利职业技术学院 | Sponge city foaming concrete post-cast floor forming system and construction method |
| CN212507262U (en) * | 2020-05-28 | 2021-02-09 | 凉山州风腾建设工程有限公司 | Scaffold for building with buckle joint structure |
| CN215484907U (en) * | 2021-09-02 | 2022-01-11 | 郭磊 | Bottom reinforcing and supporting auxiliary device for constructional engineering |
| CN216007810U (en) * | 2021-11-03 | 2022-03-11 | 山东建筑大学 | Supporting device for steel reinforced concrete beam template |
| CN216634093U (en) * | 2021-12-17 | 2022-05-31 | 山西省安装集团股份有限公司 | Clamping device for laminated beam plate |
| CN218346731U (en) * | 2022-10-22 | 2023-01-20 | 于曰营 | Scaffold frame that can quick detach |
| CN218668525U (en) * | 2022-10-26 | 2023-03-21 | 中建一局集团第五建筑有限公司 | A assembled device that is used for steel construction building board of encorbelmenting to support |
| CN219080981U (en) * | 2023-02-14 | 2023-05-26 | 山西建筑工程集团有限公司 | Non-support fixing device for post-pouring strip of superimposed sheet |
| CN219409123U (en) * | 2023-02-28 | 2023-07-25 | 申宸建设工程有限公司 | Multistage formula adjusting bracket for construction engineering construction |
| CN220167496U (en) * | 2023-04-21 | 2023-12-12 | 苏州固百年建设科技有限公司 | Building formwork reinforcing structure |
Non-Patent Citations (1)
| Title |
|---|
| 李云锋: "高层装配式建筑支撑系统选型及优化施工技术研究", 广东土木与建筑, vol. 28, no. 010, 31 December 2021 (2021-12-31) * |
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