CN117248757B - A building structural design for floor beam reinforcement - Google Patents

A building structural design for floor beam reinforcement

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Publication number
CN117248757B
CN117248757B CN202311462620.2A CN202311462620A CN117248757B CN 117248757 B CN117248757 B CN 117248757B CN 202311462620 A CN202311462620 A CN 202311462620A CN 117248757 B CN117248757 B CN 117248757B
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CN
China
Prior art keywords
plate
plates
lifting
reinforcing
fixedly connected
Prior art date
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CN202311462620.2A
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Chinese (zh)
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CN117248757A (en
Inventor
吕瑞孝
姜剑虹
彭玉良
沈耀飞
裘暖
胡晓
罗旋
祝奕君
刘敏华
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Zhejiang Engineering Design Co ltd
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Zhejiang Engineering Design Co ltd
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Priority to CN202311462620.2A priority Critical patent/CN117248757B/en
Publication of CN117248757A publication Critical patent/CN117248757A/en
Application granted granted Critical
Publication of CN117248757B publication Critical patent/CN117248757B/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • E04G25/06Shores or struts; Chocks telescopic with parts held together by positive means
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/04Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • E04G2025/047Shores or struts; Chocks telescopic which telescoping action effected by a piston

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本发明公开了一种建筑结构设计楼面梁加固结构,包括底板、四个防倾斜板、升降组件和固定壳。通过设置防倾斜板、升降组件、固定壳、液压气缸、升降杆、升降管、移动孔和加固组件的配合使用,升降板下降带动挤压板挤压加固板,加固板移动会带动控制杆在控制槽内移动,加固板移动带动延伸板在活动孔内移动并与面梁接触,解决了主梁在建造完成后,使用较多的金属支杆进行加固,但是这种加固方法比较耗费金属材料,而且比较影响美观,而使用水泥和金属框架对主梁进行加固时,一般都是通过多个较长的支撑杆顶住木板,以达到防止水泥在没凝结时发生下降,这样在加固时需要工作人员爬高将木板贴合于水泥的表面,较为麻烦的问题。

This invention discloses a floor beam reinforcement structure for building structures, including a base plate, four anti-tilt plates, a lifting assembly, and a fixed shell. Through the coordinated use of the anti-tilt plates, lifting assembly, fixed shell, hydraulic cylinder, lifting rod, lifting pipe, moving hole, and reinforcement assembly, the lowering of the lifting plate causes the pressing plate to press against the reinforcement plate. The movement of the reinforcement plate causes the control rod to move within the control slot, and the movement of the reinforcement plate causes the extension plate to move within the moving hole and contact the floor beam. This solves the problem of using numerous metal supports for reinforcement of the main beam after construction, which is wasteful of metal materials and affects aesthetics. Furthermore, when using cement and a metal frame to reinforce the main beam, multiple long support rods are typically used to hold up wooden boards to prevent the cement from settling before it hardens. This requires workers to climb and attach the wooden boards to the cement surface, which is cumbersome.

Description

Building structure design floor beam reinforced structure
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to a building structural design floor beam reinforcing structure.
Background
The floor beam can improve the overall rigidity of the house and enhance the stability of the house, and meanwhile, the roof is more attractive, the accident that people are injured when the house collapses can be effectively prevented, the metal frame is added on the surface of the original floor beam, then cement is poured in the metal frame, the floor beam can be reinforced after the cement is solidified, and the floor beam can be reinforced into a square shape to increase the attractiveness.
The Chinese patent discloses a building structure design floor beam reinforcing structure, the publication number is CN217353553U, the top of girder is provided with the roof, the bottom both sides of girder all are provided with the bottom connecting piece, the bottom connecting piece is L shape, the top of the horizontal segment of bottom connecting piece and the bottom contact of template. This building structural design floor beam reinforced structure, thereby through being connected bottom connecting piece and roof, the tightness of connection is guaranteed, thereby spacing each template, thereby the accessible butt joint structure is connected bottom connecting piece and roof and is carried out spacing reinforcement to each template, the connection tightness part fragment of improvement template and girder, the girder that has solved adopts among the prior art is watered the back and is not carried out reinforced structure to the girder, however, its bottom template still has the risk that drops in the one end time after the girder is accomplished, in case the bottom template appears dropping, the problem that then can cause threat to constructor's safety
The above device still has the following problems in the implementation:
In the prior art and the scheme, after the main beam is built, more metal struts are used for reinforcing, but the reinforcing method consumes more metal materials and affects the appearance, when cement and a metal frame are used for reinforcing the main beam, the main beam is generally supported against the wood board through a plurality of longer support rods so as to prevent the cement from descending when not being coagulated, and thus, workers are required to climb up to attach the wood board to the surface of the cement during reinforcing, which is more troublesome, and the building structural design floor beam reinforcing structure is particularly provided to solve the problems.
Disclosure of Invention
Aiming at the problems existing in the prior art, the invention provides a building structural design floor beam reinforcing structure, which has the advantage of rapid reinforcement, can overcome the problems or at least partially solve the problems that after a girder is built, more metal struts are used for reinforcement, but the reinforcing method consumes more metal materials and affects the attractiveness, and when cement and a metal frame are used for reinforcing the girder, the wood board is generally supported by a plurality of longer support rods so as to prevent the cement from descending when the cement is not coagulated, and thus, staff is required to climb up to attach the wood board to the surface of the cement during the reinforcement, which is a troublesome problem.
The invention discloses a building structural design floor beam reinforcing structure, which comprises a bottom plate, four anti-tilting plates, a lifting assembly and a fixed shell, wherein the surface of the bottom plate is fixedly connected with the anti-tilting plates, the lifting assembly is arranged at the top of the bottom plate, and the fixed shell is arranged at the top of the lifting assembly;
The lifting assembly is used for lifting the fixed shell and comprises a hydraulic cylinder, four lifting rods, four lifting pipes and a moving hole, wherein the output end of the hydraulic cylinder is fixedly connected with the bottom plate, the top of the hydraulic cylinder is fixedly connected with the fixed shell, the bottom of the lifting rod is fixedly connected with the bottom plate, the lifting pipe is sleeved on the surface of the lifting rod, the top of the lifting pipe is fixedly connected with the bottom of the fixed shell, and the moving hole is formed in one side, close to the hydraulic cylinder, of the lifting pipe;
the reinforcing assembly is used for processing two sides of the face beam and comprises a ventilation frame plate, the surface of the ventilation frame plate is provided with a plurality of holes, the bottom of the ventilation frame plate is fixedly connected with the top of the fixing shell, one side, opposite to the two ventilation frame plates, of the two ventilation frame plates is fixedly connected with connecting plates, one side, opposite to the two connecting plates, of the two ventilation frame plates is provided with reinforcing plates, and the reinforcing plates are used for clamping two sides of the face beam;
The extrusion assembly is used for moving the reinforcing plates and is arranged on one side opposite to the two ventilation frame plates;
the linkage assembly is used for linking the two extrusion assemblies to operate simultaneously, and the linkage assembly is arranged in the inner cavity of the fixed shell;
a supporting component for face beam bottom consolidates, supporting component sets up in the top of fixed shell.
As the preferable one of the invention, the extrusion assembly comprises a lifting plate, a threaded hole, a screw and extrusion plates, wherein the threaded hole is arranged at the top of the lifting plate, the screw is in threaded connection with the inner cavity of the threaded hole, one opposite sides of the two extrusion plates are respectively connected with the extrusion plates in a rotating way through a rotating shaft, and one opposite sides of the two extrusion plates are respectively connected with the reinforcing plate in a rotating way through the rotating shaft.
As the preferable mode of the invention, the front side and the rear side of the opposite sides of the two connecting plates are respectively provided with a control groove, the inner cavity of each control groove is connected with a control rod matched with the reinforcing plate in a sliding manner, and one side, close to the reinforcing plate, of each control rod is fixedly connected with the reinforcing plate.
As the preferable mode of the invention, the linkage assembly comprises a double-shaft motor, the bottom of the double-shaft motor is fixedly connected with the inner wall of the fixed shell, the output ends of the left side and the right side of the double-shaft motor are fixedly connected with worms, the rear sides of the worms are in meshed connection with worm plates, the bottoms of the worm plates are in rotary connection with the inner wall of the fixed shell through bearing seats, and the bottoms of the screw rods penetrate through the connecting plate and the fixed shell and are fixedly connected with the worm plates.
As the preferable mode of the invention, the supporting component comprises an electric cylinder, the output end of the electric cylinder is fixedly connected with a laminating plate, the two sides of the left side and the right side of the laminating plate are fixedly connected with sliding blocks, the front side and the rear side of the opposite sides of the two reinforcing plates are respectively provided with a sliding groove matched with the sliding blocks, and the sliding blocks are in sliding connection with the inner cavities of the sliding grooves.
As the preferable mode of the invention, the right side of the bonding plate is provided with a movable hole, the left side and the right side of the inner cavity of the movable hole are fixedly connected with expansion plates, and the opposite sides of the two expansion plates are fixedly connected with the sliding block.
As the preferable mode of the invention, the inner cavity of the fixed shell is movably connected with a supporting frame, and one side of the supporting frame, which is close to the moving hole, passes through the moving hole and is fixedly connected with the lifting rod.
As the preferable mode of the invention, the top of the lifting rod is fixedly connected with a damping block for damping the lifting rod, and the top of the damping block is contacted with the top of the inner cavity of the lifting tube.
Compared with the prior art, the invention has the following beneficial effects:
1. According to the invention, through the matched use of the anti-tilting plate, the lifting assembly, the fixed shell, the hydraulic cylinder, the lifting rod, the lifting pipe, the moving hole and the reinforcing assembly, the lifting plate descends to drive the extruding plate to extrude the reinforcing plate, the reinforcing plate moves to drive the control rod to move in the control groove, and the reinforcing plate moves to drive the extending plate to move in the movable hole and contact with the face beam, so that the problem that after the girder is built, more metal struts are used for reinforcing, but the reinforcing method consumes more metal materials, and is attractive in appearance is solved, and when the girder is reinforced by using cement and a metal frame, the wood board is generally propped against through a plurality of longer support rods so as to prevent the cement from descending when the cement is not coagulated, and thus, staff is required to climb up to attach the wood board to the surface of the cement during reinforcing, and the problem is troublesome.
2. According to the invention, the extrusion assembly is arranged, the lifting plate is driven to descend on the surface of the screw rod by rotation of the screw rod, the lifting plate descends to drive the extrusion plate to extrude the reinforcing plate, the reinforcing plate moves to be in a cement structure, and the two lifting plates are driven to descend by rotation of the two screw rods, so that the two reinforcing plates can clamp cement simultaneously.
3. According to the invention, the control groove and the control rod are arranged, so that the control rod and the control groove can control the moving stroke of the reinforcing plate when the reinforcing plate moves, and the reinforcing plate can stably move and be tightly attached to cement when being extruded.
4. According to the invention, by arranging the linkage assembly, when two screws are required to rotate simultaneously, the double-shaft motor is started, the double-shaft motor operates to drive the worm connected to the output end to rotate, the worm rotates to drive the meshed worm plate to rotate, and the worm plate rotates at the top of the bearing seat to drive the screws to rotate.
5. According to the invention, the support assembly is arranged, when the bottom of cement is required to be supported, the electric cylinder is started to drive the output end bonding plate to ascend, the bonding plate ascends to drive the sliding block to ascend in the sliding groove, and then the bonding plate is contacted with the bottom of the face beam.
6. According to the invention, the movable holes and the expansion plates are arranged, when the floor beams with different widths are required to be reinforced, the reinforcing plates can be driven to move out of the movable holes by moving, and then the expansion plates can support the bottom of the reinforcing area of the floor beams.
7. According to the lifting device, the supporting frame is arranged, when the lifting rods ascend and move in the lifting tubes, the supporting frame can control the positions of the four lifting rods, and the supporting frame can support the four lifting tubes, so that the lifting device is stable.
8. According to the invention, through the arrangement of the damping block, when the hydraulic cylinder drives the lifting rod to descend to the bottom in the lifting pipe, the damping block can protect the lifting rod, so that the top of the fixed shell cannot shake severely, and dust at the top of the fixed shell cannot fall onto a human head.
Drawings
FIG. 1 is a schematic diagram of a structure provided by an embodiment of the present invention;
FIG. 2 is a schematic perspective view of a lifting assembly according to an embodiment of the present invention;
FIG. 3 is a perspective cross-sectional view of a stationary housing provided in an embodiment of the invention;
FIG. 4 is a schematic perspective view of a reinforcement plate and expansion plate according to an embodiment of the present invention;
FIG. 5 is a schematic perspective view of a linkage assembly and a support assembly provided in accordance with an embodiment of the present invention;
Fig. 6 is a schematic perspective view of a ventilation frame plate, a connection plate and a lifting plate according to an embodiment of the present invention.
The device comprises a base plate 1, a 2, an anti-tilting plate 3, a lifting assembly 31, a hydraulic cylinder 32, a lifting rod 33, a lifting pipe 34, a moving hole 4, a fixed shell 5, a reinforcing assembly 51, a ventilation frame plate 52, a connecting plate 53, a reinforcing plate 6, a squeezing assembly 61, a lifting plate 62, a threaded hole 63, a screw rod 64, a squeezing plate 7, a linkage assembly 71, a double-shaft motor 72, a worm 73, a worm plate 8, a supporting assembly 81, an electric cylinder 82, an attaching plate 83, a sliding block 84, a sliding groove 9, a control groove 10, a control rod 11, a movable hole 12, an expansion plate 13, a supporting frame 14 and a shock absorption block.
Detailed Description
For a further understanding of the invention, its features and advantages, reference is now made to the following examples, which are illustrated in the accompanying drawings.
The structure of the present invention will be described in detail with reference to the accompanying drawings.
As shown in fig. 1 to 6, the building structural design floor beam reinforcing structure provided by the embodiment of the invention comprises a bottom plate 1, four anti-tilting plates 2, a lifting assembly 3 and a fixed shell 4, wherein the surface of the bottom plate 1 is fixedly connected with the anti-tilting plates 2, the lifting assembly 3 is arranged at the top of the bottom plate 1, and the fixed shell 4 is arranged at the top of the lifting assembly 3;
The lifting assembly 3 is used for lifting the fixed shell 4, the lifting assembly 3 comprises a hydraulic cylinder 31, four lifting rods 32, four lifting pipes 33 and a moving hole 34, the output end of the hydraulic cylinder 31 is fixedly connected with the bottom plate 1, the top of the hydraulic cylinder 31 is fixedly connected with the fixed shell 4, the bottom of the lifting rod 32 is fixedly connected with the bottom plate 1, the lifting pipes 33 are sleeved on the surface of the lifting rod 32, the top of the lifting pipe 33 is fixedly connected with the bottom of the fixed shell 4, and the moving hole 34 is formed in one side, close to the hydraulic cylinder 31, of the lifting pipe 33;
The reinforcing component 5 is used for processing two sides of the face beam, the reinforcing component 5 comprises a ventilation frame plate 51, the surface of the ventilation frame plate 51 is provided with a plurality of holes, the bottom of the ventilation frame plate 51 is fixedly connected with the top of the fixed shell 4, one side opposite to the two ventilation frame plates 51 is fixedly connected with a connecting plate 52, one side opposite to the two connecting plates 52 is provided with a reinforcing plate 53, and the reinforcing plate 53 is used for clamping two sides of the face beam;
a pressing assembly 6 for moving the reinforcing plate 53, the pressing assembly 6 being disposed at opposite sides of the two ventilation frame plates 51;
the linkage assembly 7 is used for linking the two extrusion assemblies 6 to run simultaneously, and the linkage assembly 7 is arranged in the inner cavity of the fixed shell 4;
A supporting component 8 for strengthening face beam bottom, supporting component 8 sets up in the top of fixed shell 4.
Referring to fig. 5, the extrusion assembly 6 includes a lifting plate 61, a threaded hole 62, a screw 63 and an extrusion plate 64, the threaded hole 62 is formed at the top of the lifting plate 61, the screw 63 is in threaded connection with the inner cavity of the threaded hole 62, opposite sides of the two extrusion plates 64 are rotatably connected with the extrusion plate 64 through rotating shafts, and opposite sides of the two extrusion plates 64 are rotatably connected with the reinforcing plate 53 through rotating shafts.
By adopting the scheme, through arranging the extrusion assembly 6, the screw 63 rotates to drive the lifting plate 61 to descend on the surface of the screw 63, the lifting plate 61 descends to drive the extrusion plate 64 to extrude the reinforcing plate 53, the reinforcing plate 53 moves to be in a cement structure, and the two lifting plates 61 are driven to descend through the rotation of the two screws 63, so that the two reinforcing plates 53 can clamp cement simultaneously.
Referring to fig. 4, the front side and the rear side of the opposite sides of the two connecting plates 52 are respectively provided with a control groove 9, the inner cavity of the control groove 9 is slidably connected with a control rod 10 matched with the reinforcing plate 53 for use, and one side of the control rod 10 close to the reinforcing plate 53 is fixedly connected with the reinforcing plate 53.
By adopting the scheme, the control groove 9 and the control rod 10 are arranged, and when the reinforcing plate 53 moves, the control rod 10 and the control groove 9 can control the moving stroke of the reinforcing plate 53, so that the reinforcing plate 53 can stably move and be tightly attached to cement when being extruded.
Referring to fig. 5, the linkage assembly 7 includes a dual-shaft motor 71, the bottom of the dual-shaft motor 71 is fixedly connected with the inner wall of the fixed housing 4, the output ends of the left and right sides of the dual-shaft motor 71 are fixedly connected with worms 72, the rear sides of the worms 72 are in meshed connection with worm plates 73, the bottom of the worm plates 73 is rotatably connected with the inner wall of the fixed housing 4 through bearing blocks, and the bottom of the screw 63 penetrates through the connecting plate 52 and the fixed housing 4 and is fixedly connected with the worm plates 73.
By adopting the scheme, when two screws 63 are required to rotate simultaneously, the double-shaft motor 71 is started, the double-shaft motor 71 operates to drive the worm 72 connected to the output end to rotate, the worm 72 rotates to drive the meshed worm plate 73 to rotate, and the worm plate 73 rotates at the top of the bearing seat to drive the screws 63 to rotate.
Referring to fig. 3, the support assembly 8 includes an electric cylinder 81, an output end of the electric cylinder 81 is fixedly connected with a bonding plate 82, two sides of the left side and the right side of the bonding plate 82 are fixedly connected with sliding blocks 83, sliding grooves 84 matched with the sliding blocks 83 are formed in the front side and the rear side of the opposite sides of the two reinforcing plates 53, and the sliding blocks 83 are slidably connected to inner cavities of the sliding grooves 84.
By adopting the scheme, when the bottom of the cement is required to be supported by the support component 8, the electric cylinder 81 is started to drive the output end attaching plate 82 to ascend, the attaching plate 82 ascends to drive the sliding block 83 to ascend in the sliding groove 84, and then the attaching plate 82 contacts with the bottom of the face beam.
Referring to fig. 4, a movable hole 11 is formed on the right side of the attaching plate 82, extension plates 12 are fixedly connected to the left side and the right side of the inner cavity of the movable hole 11, and two opposite sides of the extension plates 12 are fixedly connected with a sliding block 83.
By adopting the scheme, when the floor beams with different widths are required to be reinforced by arranging the movable holes 11 and the expansion plates 12, the expansion plates 12 can be driven to move out of the movable holes 11 by the movement of the reinforcing plates 53, and then the bottom of the floor beam reinforcing area can be supported by the expansion plates 12.
Referring to fig. 2, the inner cavity of the fixed housing 4 is movably connected with a supporting frame 13, and one side of the supporting frame 13, which is close to the moving hole 34, passes through the moving hole 34 and is fixedly connected with the lifting rod 32.
By adopting the scheme, when the lifting rods 32 ascend and move in the lifting pipes 33 through the arrangement of the supporting frame 13, the supporting frame 13 can control the positions of the four lifting rods 32, and the supporting frame 13 can support the four lifting pipes 33, so that the lifting pipes 33 are stable.
Referring to fig. 2, a damper block 14 for damping the lifting rod 32 is fixedly connected to the top of the lifting rod 32, and the top of the damper block 14 is in contact with the top of the inner cavity of the lifting tube 33.
By adopting the scheme, when the hydraulic cylinder 31 drives the lifting rod 32 to descend to the bottom in the lifting pipe 33 through the arrangement of the damping block 14, the damping block 14 can protect the lifting rod 32, so that the top of the fixed shell 4 cannot shake severely, and dust at the top of the fixed shell 4 cannot fall onto a human head.
The working principle of the invention is as follows:
When the face beam is used, the metal frame is connected with the top in a house when the face beam is reinforced, cement is filled into the metal frame, the shape of the face beam is integrated into a square shape, then a plurality of people carry the bottom plate 1 to the bottom of the face beam, then the hydraulic cylinder 31 is started to enable the output end to start pushing the bottom plate 1, at the moment, the lifting rod 32 can ascend in the inner cavity of the lifting tube 33, the lifting rod 32 ascends and can drive the fixed shell 4 to ascend, the fixed shell 4 ascends and drives the ventilation frame plate 51 to be in contact with the roof, the hydraulic cylinder 31 is closed, then the electric cylinder 81 is started to drive the output end attaching plate 82 to ascend, the attaching plate 82 ascends and can drive the sliding block 83 to ascend in the sliding groove 84, after the attaching plate 82 is in contact with the face beam bottom, the electric cylinder 81 is closed, then the double-shaft motor 71 is started, the double-shaft motor 71 is operated to drive the worm 72 connected to rotate, the worm 72 rotates and can drive the engaged worm plate 73, the worm plate 73 rotates at the top of the bearing seat, the screw 63 rotates and can drive the lifting plate 61 to descend at the surface of the screw 63, the lifting plate 61 drives the lifting plate 64 to descend, the reinforcing plate 53 to be in the contact with the roof beam, the reinforcing plate 53 is driven by the control plate 53, the double-shaft motor is driven to move the face beam to move, and the reinforcing structure is closed, the face beam is shaped, and the face beam is convenient to move and the face beam is formed, and the face beam is moved and the face beam is convenient to move and the face beam is faced to be in the face beam and the face beam is faced.
In summary, the building structural design floor beam reinforcing structure is characterized in that the inclined-preventing plate 2, the lifting assembly 3, the fixing shell 4, the hydraulic cylinder 31, the lifting rod 32, the lifting tube 33, the moving hole 34 and the reinforcing assembly 5 are arranged to be matched, the lifting plate 61 descends to drive the extruding plate 64 to extrude the reinforcing plate 53, the reinforcing plate 53 moves to drive the control rod 10 to move in the control groove 9, the reinforcing plate 53 moves to drive the extending plate to move in the movable hole 11 and contact with the face beam, the problem that after the girder is built, more metal struts are used for reinforcing is solved, but the reinforcing method consumes metal materials, and is attractive in appearance, when cement and a metal frame are used for reinforcing the girder, the wood board is generally propped against through a plurality of longer supporting rods so as to prevent the cement from descending when not being coagulated, and thus staff is required to climb up to attach the wood board to the surface of the cement during reinforcing, and the problem is troublesome.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1. The building structural design floor beam reinforcing structure comprises a bottom plate (1), four anti-tilting plates (2), a lifting assembly (3) and a fixed shell (4), and is characterized in that the surface of the bottom plate (1) is fixedly connected with the anti-tilting plates (2), the lifting assembly (3) is arranged at the top of the bottom plate (1), and the fixed shell (4) is arranged at the top of the lifting assembly (3);
lifting assembly (3) for going on lift to fixed shell (4), lifting assembly (3) include hydraulic cylinder (31), four lifter (32), four lifter (33) and remove hole (34), the output and the bottom plate (1) fixed connection of hydraulic cylinder (31), the top and the fixed shell (4) fixed connection of hydraulic cylinder (31), the bottom and the bottom plate (1) fixed connection of lifter (32), the surface of lifter (32) is located to lifter (33) cover, the top and the bottom fixed connection of fixed shell (4) of lifter (33), remove hole (34) and offer in one side that lifter (33) are close to hydraulic cylinder (31);
The reinforcing component (5) is used for reinforcing two sides of the face beam, the reinforcing component (5) comprises a ventilation frame plate (51), a plurality of holes are formed in the surface of the ventilation frame plate (51), the bottom of the ventilation frame plate (51) is fixedly connected with the top of the fixing shell (4), connecting plates (52) are fixedly connected to opposite sides of the two ventilation frame plates (51), reinforcing plates (53) are arranged on opposite sides of the two connecting plates (52), and the reinforcing plates (53) are used for clamping two sides of the face beam;
A pressing assembly (6) for moving the reinforcing plate (53), the pressing assembly (6) being disposed at opposite sides of the two ventilation frame plates (51);
the linkage assembly (7) is used for linking the two extrusion assemblies (6) to run simultaneously, and the linkage assembly (7) is arranged in the inner cavity of the fixed shell (4);
The support component (8) is used for reinforcing the bottom of the face beam, and the support component (8) is arranged at the top of the fixed shell (4);
The extrusion assembly (6) comprises a lifting plate (61), threaded holes (62), screws (63) and extrusion plates (64), the threaded holes (62) are formed in the top of the lifting plate (61), the screws (63) are connected with the inner cavities of the threaded holes (62) in a threaded mode, one sides, opposite to the two extrusion plates (64), of each extrusion plate are rotatably connected with the lifting plate (61) through rotating shafts, and the other sides, opposite to the two extrusion plates (64), of each extrusion plate are rotatably connected with the reinforcing plate (53) through rotating shafts.
2. The building structural design floor beam reinforcing structure according to claim 1, wherein control grooves (9) are formed in the front side and the rear side of the opposite sides of the two connecting plates (52), control rods (10) matched with the reinforcing plates (53) are slidably connected in the inner cavities of the control grooves (9), and one side, close to the reinforcing plates (53), of each control rod (10) is fixedly connected with the reinforcing plates (53).
3. The building structural design floor beam reinforcing structure of claim 1, wherein the linkage assembly (7) comprises a double-shaft motor (71), the bottom of the double-shaft motor (71) is fixedly connected with the inner wall of the fixed shell (4), the output ends at the left side and the right side of the double-shaft motor (71) are fixedly connected with worms (72), the rear sides of the worms (72) are in meshed connection with worm plates (73), the bottom of the worm plates (73) is in rotary connection with the inner wall of the fixed shell (4) through a bearing seat, and the bottom of the screw (63) penetrates through the connecting plate (52) and the fixed shell (4) and is fixedly connected with the worm plates (73).
4. The building structural design floor beam reinforcing structure of claim 1, wherein the supporting component (8) comprises an electric cylinder (81), an attaching plate (82) is fixedly connected to the output end of the electric cylinder (81), sliding blocks (83) are fixedly connected to the left side and the right side of the attaching plate (82), sliding grooves (84) matched with the sliding blocks (83) are formed in the front side and the rear side of the opposite sides of the two reinforcing plates (53), and the sliding blocks (83) are connected to the inner cavities of the sliding grooves (84) in a sliding mode.
5. The building structural design floor beam reinforcing structure of claim 4, wherein the right side of the attaching plate (82) is provided with a movable hole (11), the left side and the right side of an inner cavity of the movable hole (11) are fixedly connected with expansion plates (12), and one side, opposite to the two expansion plates (12), of each expansion plate is fixedly connected with a sliding block (83).
6. The building structure design floor beam reinforcing structure of claim 1, wherein the inner cavity of the fixed shell (4) is movably connected with a supporting frame (13), and one side of the supporting frame (13) close to the moving hole (34) penetrates through the moving hole (34) and is fixedly connected with a lifting rod (32).
7. The building structural design floor beam reinforcing structure according to claim 1, wherein the top of the lifting rod (32) is fixedly connected with a damping block (14) for damping the lifting rod (32), and the top of the damping block (14) is in contact with the top of an inner cavity of the lifting tube (33).
CN202311462620.2A 2023-11-06 2023-11-06 A building structural design for floor beam reinforcement Active CN117248757B (en)

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DE3817363A1 (en) * 1988-05-20 1989-11-30 Anton Heninger SHUTTERING DEVICE FOR THE SIMULTANEOUS PRODUCTION OF SEVERAL ARC-SHAPED FINISHED PRECISION PARTS FROM CONCRETE OR THE LIKE. AND PRECAST ITEM PRODUCED WITH IT
CN209040544U (en) * 2018-08-28 2019-06-28 山河建设集团有限公司 A kind of building back support
CN210152211U (en) * 2019-04-29 2020-03-17 朱稳峰 Support frame for hydraulic and hydroelectric engineering construction
CN210828440U (en) * 2019-09-29 2020-06-23 丰和营造集团股份有限公司 Concrete floor reinforcing structure before expiration of building
CN115929072B (en) * 2022-12-27 2024-03-26 中国建筑第五工程局有限公司 Building structure design floor beam reinforcing equipment

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