CN113107199B

CN113107199B - Beam wall fast-assembling early-dismantling beam structure convenient for beam bottom adjusting and positioning

Info

Publication number: CN113107199B
Application number: CN202110413907.0A
Authority: CN
Inventors: 付志红
Original assignee: Guangzhou Kuaiyi Template Engineering Co ltd
Current assignee: Guangzhou Kuaiyi Template Engineering Co ltd
Priority date: 2021-04-16
Filing date: 2021-04-16
Publication date: 2024-06-21
Anticipated expiration: 2041-04-16
Also published as: CN113107199A

Abstract

The invention discloses a beam wall quick-mounting and quick-dismounting beam structure convenient for beam bottom adjustment and positioning, which comprises a beam support assembly, a beam bottom keel end fixed connector and a beam structure template assembly, wherein the top of the beam support assembly is buckled and provided with the beam bottom keel end fixed connector; the tops of the beam side plates on the two sides extend to the upper side of the top end surface of the beam bottom plate and form Liang Jiaozhu grooves with the top end surface of the beam bottom plate; the beam structure template assembly and the method have the advantages that the position of the beam structure template assembly can be quickly positioned, meanwhile, the installation position of the beam structure template assembly can be flexibly and quickly adjusted to eliminate position errors, the beam structure template assembly and the top panel assembly or the wall body are tightly spliced, meanwhile, a split beam wall supporting structure is adopted, the construction efficiency of the beam wall structure is greatly improved, and meanwhile, after concrete pouring and tamping are completed for 24 hours, the beam side plates, the beam main joists, the beam reinforcing assemblies and the like can be removed for turnover use, so that the material cost is greatly saved.

Description

Beam wall fast-assembling early-dismantling beam structure convenient for beam bottom adjusting and positioning

Technical Field

The invention belongs to the technical field of beam wall construction in building template engineering, and particularly relates to a beam wall quick-assembly and early-disassembly beam structure convenient for beam bottom adjustment and positioning.

Background

At present, in building construction, when concrete members such as beam bodies are cast on site, templates, square timber, round steel pipes, traditional plate surface steel pipe supports and the like are often adopted for assembly. However, due to technical limitations, the timber below the timber formworks is required to be placed for reinforcement and support, steel pipes or timber cubes are used as main edges on two rows of steel pipe supports, then the timber cubes are horizontally placed on the main edges, and finally the beam bottom formworks and the beam wall formworks are placed on the timber cubes. The mode is difficult to correct when the straightness of the beam bottom template is difficult to control due to insufficient supporting force when the beam is overlarge and unevenness occurs.

In addition, because the beam side templates are reinforced by additional battens and steel pipes, the traditional beam wall template reinforcing and supporting modes are complicated and unreliable. The formwork is reinforced by adopting the square timber and the round steel pipe, and the problems of formwork deformation and the like are easy to occur due to poor rigidity and strength of the formwork, so that the quality of the whole concrete is influenced; meanwhile, the bottom end of the traditional beam wall template and the beam bottom are tightly placed on the same wood Fang Zhishang, so that the beam wall and the reinforcing component are difficult to realize early disassembly and turnover utilization after the beam body is poured.

And the bottom support of current beam wall structure is because its straightness problem that hangs down of itself and the error problem of manual installation, can appear the clearance or connect inadequately firmly when leading to the fact between beam wall shaping template and top panel structure or the wall structure, and then the follow clearance takes place to leak thick liquid or rise and explode the mould and make floor reentrant corner shaping deviation when leading to the fact pouring concrete. And the existing beam wall structure adopts to set up fixed connection structure on steel pipe main joist or wood square secondary joist, extremely difficult to the position adjustment of beam forming template when beam forming template appears the position deviation, also be difficult to swiftly carry out effective location adjustment to beam forming template simultaneously when the installation beam forming template, this all can cause the fixed back of follow-up beam wall template to produce position error. Particularly, the existing standard floor of the residential building uses a large amount of aluminum molds, the beam jacking of the aluminum molds is fixedly connected with the aluminum mold beams, the position of the beam structure can be adjusted only by means of moving the beam supporting vertical rods, and the beam supporting vertical rods can be directly adjusted to cause the aluminum mold jacking supporting vertical rods to have perpendicularity errors, so that the supporting force is uncontrollably and uncontrollably caused, and the beam construction process with higher floor height has great potential safety hazard, so that the beam construction and positioning adjustment with the floor height exceeding 4.5 meters are extremely difficult to implement.

Disclosure of Invention

The invention aims to provide a beam wall quick-assembly and quick-disassembly beam structure convenient for beam bottom adjustment and positioning, which realizes high-efficiency and convenient positioning of a beam structure template assembly, can simultaneously conveniently and flexibly adjust the mounting position of the beam structure template assembly, effectively eliminates the mounting error of the beam structure template assembly, and more conveniently and easily realizes the safe and quick-disassembly of the beam wall and a reinforcing assembly.

The invention is realized by the following technical scheme:

The beam wall quick-mounting and early-dismantling beam structure comprises a beam supporting component, beam bottom keel end fixed connectors and a beam structure template component, wherein the beam bottom keel end fixed connectors are buckled and mounted at the top of the beam supporting component, the beam structure template component comprises a beam bottom plate, beam side plates symmetrically arranged on two sides of the beam bottom plate, and beam wall reentrant corner floor templates arranged at the top of the beam side plates, and the bottoms of the beam side plates on two sides extend to the lower side of the bottom end face of the beam bottom plate and form beam bottom grooves clamped with the beam bottom keel end fixed connectors with the bottom end face of the beam bottom plate; the tops of the beam side plates on two sides extend to the upper side of the top end face of the beam bottom plate and form a beam pouring groove with the top end face of the beam bottom plate.

According to the invention, the beam structure template component can be supported and reinforced through the beam supporting component and the beam bottom keel end fixed connecting piece, and meanwhile, the beam structure template component is arranged into a structure of two beam side plates which are symmetrically spliced on the left side and the right side of one beam bottom plate, so that the bottoms of the two beam side plates synchronously extend to the lower side of the beam bottom plate and form a beam bottom clamping groove which is fast buckled with the beam bottom keel end fixed connecting piece with the bottom end face of the beam bottom plate, and the convenient installation and the fast positioning of the whole beam structure template component are realized; simultaneously make the top of two roof beams curb plates extend to the upside of roof beam bottom plate and constitute Liang Jiaozhu recess with the top terminal surface of roof beam bottom plate in step, can directly pour concrete in the roof beam pouring recess and constitute beam structure afterwards, constitute strip bearing structure through roof beam curb plate, roof beam bottom plate simultaneously and effectively support and mould the concrete, avoid concrete load to concentrate, prevent that the concrete from sinking the fracture, guaranteed the quality and the security of concrete girder formation. Meanwhile, beam wall internal corner floor templates are symmetrically and horizontally arranged at the tops of the beam side plates on the left side and the right side, one end of each beam wall internal corner floor template is flush with the inner side surface of each beam side plate, and the other end of each beam wall internal corner floor template extends towards the outer side of each beam side plate and is connected with the top panel for transition, so that splicing between the beam wall and the top panel is realized.

In order to better realize the invention, the invention further comprises a beam wall internal corner floor formwork support connection keel, wherein the beam wall internal corner floor formwork support connection keel is arranged between the bottom end face of the beam wall internal corner floor formwork and the side face of the beam side plate, and one side edge of the beam wall internal corner floor formwork far away from the beam side plate extends to the outer side of the beam wall internal corner floor formwork support connection keel edge to form a public edge structure.

The beam wall internal corner floor formwork support connection keel is of a rectangular structure, the top end face of the beam wall internal corner floor formwork support connection keel is in contact with the bottom end face of the beam wall internal corner floor formwork, the left side end face or the right side end face of the beam wall internal corner floor formwork support connection keel is in contact with the outer side face of the beam side plate, the beam wall internal corner floor formwork support connection keel is used for supporting and reinforcing the outer tops of the beam wall internal corner floor formwork and the beam side plate synchronously, and displacement deformation of the beam wall internal corner floor formwork and the beam side plate is avoided. Meanwhile, the edge of one end of the beam wall internal corner floor template far away from the beam side plate extends to the outer side of the edge of one end of the beam wall internal corner floor template far away from the beam side plate, and a public edge structure matched and spliced with a female edge structure of the edge of the top panel is formed, so that convenient transition and splicing of the beam wall and the top panel are realized.

In order to better realize the invention, the beam support assembly further comprises a beam support main keel, a beam structure lifting support screw rod assembly, a beam structure support tray arranged at the top of the beam structure lifting support screw rod assembly, a beam structure support connecting jacking arranged at the top of the beam structure support tray, and a beam structure positioning and adjusting support jacking arranged at the top of the beam structure support connecting jacking in a sliding manner, wherein the top end of the beam structure lifting support screw rod assembly penetrates through the beam structure support tray upwards and is connected with the bottom of the beam structure support connecting jacking, a floor support main keel is arranged between the beam structure support connecting jacking and the beam structure support tray in a bilateral symmetry clamping manner, and the other end of the beam support main keel is connected with a floor support upright rod through a connecting fastener; the movable lock in the top of roof beam structure support connection roof beam has the roof beam structure location to adjust and supports the roof beam, the roof beam bottom joist end fixed connection spare is installed to the top block that the roof beam structure location was adjusted and is supported the roof beam.

A space for splicing the end parts of the main joists of the floor support is formed between the beam structure support tray and the beam structure support connection jacking, so that the convenient installation of the main joists of the floor support is realized, and the construction efficiency of the beam wall support structure is improved. Simultaneously through the other end of floor support main joist with adjacent floor support pole setting be connected, and then connect adjacent bearing structure as whole, promoted the steadiness between roof beam wall bearing structure and the adjacent bearing structure greatly, effectively guaranteed the security of work progress. Simultaneously at the top slip lock installation of roof beam structure supporting connection roof beam has the roof beam structure location to adjust and supports the roof beam, the roof beam structure location is adjusted the roof beam and is supported the top of roof beam and is provided with the recess that supplies the fixed connection spare block of beam bottom fossil fragments end to install, realize the convenient location installation of beam bottom fossil fragments end fixed connection spare, simultaneously adjust the mounted position that supports the roof beam structure supporting connection roof beam to support the roof beam through the slip regulation roof beam structure location, and then adjust the mounted position of beam structure template subassembly at beam bottom fossil fragments end fixed connection spare and beam bottom fossil fragments end fixed connection spare top, avoid causing the position deviation to appear between beam structure template subassembly and the top panel subassembly because of beam structure lifting support lead screw subassembly's straightness error. The beam structure template assembly can reach the designed accurate position by adjusting the installation position of the beam structure template assembly.

In order to better realize the invention, one end of the floor support main keel is a plug-in end which is plugged into the space between the beam structure support connection jacking and the beam structure support tray; the other end of the beam support main joist is a connecting end and is provided with a connecting fastener, the beam support main joist is conveniently connected with an adjacent beam support vertical rod or a plate support vertical rod through the connecting fastener, an integral solid connection structure is formed, and the stability of the whole support structure is improved.

In order to better realize the invention, the other end of the beam support main keel is a connecting end and is provided with a U-shaped groove, the opposite side walls of the U-shaped groove are correspondingly provided with inserting ports, and the connecting fasteners are connecting wedges inserted between the inserting ports at the two sides.

The beam support vertical rod or the plate support vertical rod is arranged in the U-shaped groove, meanwhile, the connecting wedge blocks are inserted into the inserting ports on the two side walls of the U-shaped groove, the beam support vertical rod or the plate support vertical rod is limited inside the U-shaped groove through the cooperation of the connecting wedge blocks and the U-shaped groove, and the convenient connection between the U-shaped groove and the beam support vertical rod or the plate support vertical rod is realized.

In order to better realize the invention, the other end of the beam support main keel is a connecting end and is provided with a connecting lug, a connecting pin is inserted on the connecting lug along the vertical direction, and the connecting fastener is a hoop hinged with the connecting pin, and the hoop is used for directly clamping and clamping the adjacent beam support vertical rod or plate support vertical rod.

In order to better realize the invention, the invention further comprises Liang Chuli inclined support assemblies and beam wall inclined support assemblies, one end of each Liang Chuli inclined support assembly is movably connected with the bottom of the main floor support keel, the other end of each Liang Chuli inclined support assembly is provided with a connecting fastener, and the connecting fastener is connected with an adjacent beam support upright rod or plate support upright rod, so that the supporting force and the stability of the connecting structure are further improved; one end of the beam wall inclined support assembly is movably connected with the top of the floor support main keel, the other end of the beam wall inclined support assembly is arranged corresponding to the side face of the beam side plate, the beam side plate is supported and reinforced through the beam wall inclined support assembly, the shaping stability of the beam side plate is ensured, and the beam side plate is effectively prevented from being shifted and deformed due to expansion or sedimentation of concrete; simultaneously, the beam side plates and the beam bottom plates are spliced more tightly, and slurry leakage from splicing joints between the beam bottom plates and the beam side plates is effectively avoided.

In order to better realize the invention, further, the Liang Chuli inclined support assembly comprises an assisting inclined support beam and an assisting inclined support connecting fastener, one end of the assisting inclined support beam is hinged with the bottom of the floor support main keel, the other end of the assisting inclined support beam is a connecting end and is hinged with the assisting inclined support connecting fastener, and the assisting inclined support connecting fastener is arranged corresponding to the connecting end of the floor support main keel.

In order to better realize the invention, the beam wall inclined support assembly further comprises a beam wall inclined support telescopic assembly and a beam wall inclined support connecting fastener, one end of the beam wall inclined support telescopic assembly is hinged with the top of the floor support main keel, the other end of the beam wall inclined support telescopic assembly is a connecting end and is provided with the beam wall inclined support connecting fastener, and the beam wall inclined support connecting fastener is arranged corresponding to one side of the beam side plate.

In order to better realize the invention, further, the outer side of the beam side plate is provided with an L-shaped reinforcing rib, the reinforcing rib is provided with a reinforcing connecting hole, and the beam wall inclined support connecting fastener is connected with the connecting hole on the reinforcing rib.

In order to better realize the invention, the beam structure positioning adjusting support device further comprises a beam bottom template fixing component arranged at the top of the beam structure positioning adjusting support jacking, wherein the beam bottom template fixing component comprises beam bottom template fixing bolts, beam bottom template fixing jacks and mounting lugs, the front side and the rear side of the beam structure positioning adjusting support jacking top are symmetrically provided with the mounting lugs, the beam bottom template fixing bolts are arranged on the mounting lugs on the front side and the rear side in a threaded manner, and the beam bottom template fixing jacks are arranged at the ends of the beam bottom template fixing bolts and correspond to the bottoms of the beam bottom keel end fixing connectors.

When the ends of the adjacent beam structure template assemblies are spliced, the ends of the adjacent two beam bottom keel end fixed connectors are synchronously placed at the top of the same beam structure positioning adjustment support jacking, and the bottoms of the ends of the two beam bottom keel end fixed connectors are located between the beam bottom template fixed jacking heads on two sides. After the installation position of the beam bottom keel end fixed connecting piece is adjusted, the beam bottom template fixed jacks on two sides can be driven to be close to each other through rotating the beam bottom template fixed bolts until the beam bottom template fixed jacks on two sides clamp the bottoms of the two beam bottom keel end fixed connecting piece ends, so that the two beam bottom keel end fixed connecting pieces are fixed.

In order to better realize the invention, the beam structure supporting connection jacking comprises a beam structure U-shaped connecting piece and a beam jacking lifting screw rod connecting sleeve, wherein the beam jacking lifting screw rod connecting sleeve is buckled on the top of the beam structure supporting tray, and the bottom of the beam jacking lifting screw rod connecting sleeve is connected with the top end of the beam structure lifting supporting screw rod assembly; the beam structure U-shaped connecting piece opening downwards buckling sets up at roof beam jacking lifting screw connecting sleeve's top, and the both ends of two opposite lateral walls of beam structure U-shaped connecting piece correspond to be provided with the connecting piece hole that is used for connecting the floor and supports main joist, are provided with connecting piece waist shape hole between the connecting piece hole that is located both ends on the two opposite lateral walls of beam structure U-shaped connecting piece.

The U-shaped beam wall connecting piece opening is buckled downwards on the top end face of the beam structure supporting tray, a space corresponding to the outline of one end of the beam supporting main keel and used for inserting one end of the floor supporting main keel is formed between the top end face of the U-shaped connecting piece and the top end face of the beam structure supporting tray, connecting piece holes are correspondingly formed in the left side and the right side of the two opposite side walls of the U-shaped connecting piece, connecting holes are formed in one end of the floor supporting main keel corresponding to the connecting piece holes, and the beam supporting main keel can be conveniently and fixedly installed between the beam U-shaped connecting piece and the beam structure supporting tray through connecting pieces such as connecting bolts.

In order to better realize the invention, the beam structure positioning and adjusting supporting jacking comprises a beam structure U-shaped supporting piece with a clamping groove at the top, wherein the beam structure U-shaped supporting piece is downwards buckled at the top of the beam structure U-shaped connecting piece, the two ends of two opposite side walls of the beam structure U-shaped supporting piece are provided with beam supporting jacking waist-shaped holes corresponding to the connecting piece holes on the beam structure U-shaped connecting piece, and the middle parts of the two opposite side walls of the beam structure U-shaped supporting piece are provided with beam supporting jacking connecting holes corresponding to the connecting piece waist-shaped holes on the beam structure U-shaped connecting piece.

In order to better realize the invention, further, locking devices are arranged between the beam support jacking waist-shaped holes on the beam U-shaped support and the connecting piece holes on the beam U-shaped connecting piece and between the beam support jacking connecting holes on the beam U-shaped support and the connecting piece waist-shaped holes on the beam U-shaped connecting piece.

The locking device is a locking bolt, the locking bolt penetrates through the beam supporting jacking kidney-shaped hole and the connecting piece hole and the beam supporting jacking connecting hole and the connecting piece kidney-shaped hole, the beam structure positioning adjustment supporting jacking is realized on the buckling installation of the outer side of the beam structure supporting connection jacking top, meanwhile, the locking bolt can slide in a certain range along the beam supporting jacking kidney-shaped hole or the connecting piece kidney-shaped hole, and then the beam structure positioning adjustment supporting jacking is adjusted on the beam structure supporting connection jacking top in a convenient mode. After the position adjustment of the beam structure positioning and adjusting support jacking is completed, the locking nut can be sleeved and screwed at the threaded end of the locking bolt, so that the locking nut clamps the side wall of the beam structure positioning and adjusting support jacking, and the position fixing of the beam structure positioning and adjusting support jacking is realized.

In order to better realize the invention, the invention further comprises a Liang Qiangliang bottom clamping assembly, wherein the Liang Qiangliang bottom clamping assembly comprises a first chuck, a second chuck, an adjusting assembly and a falling-preventing assembly, beam side plates on two sides corresponding to the first chuck and the second chuck respectively are arranged at two ends of the adjusting assembly, and the adjusting assembly drives the second chuck to move towards the direction close to the first chuck so as to clamp the beam side plates on two sides, so that the beam side plates and the beam bottom plate are spliced more tightly, the stability of the whole beam structure template assembly is ensured, and meanwhile, slurry leakage at joints between the beam side plates and the beam bottom plate is effectively avoided.

In order to better realize the invention, further, locking notch ridge beams are arranged between the clamping surface of the first clamping head and the side surface of the beam side plate on one side and between the clamping surface of the second clamping head and the side surface of the beam side plate on the other side, anti-falling assemblies hung on the locking notch ridge beams are further arranged on the clamping surface of the first clamping head and the clamping surface of the second clamping head, and the limiting ends of the anti-falling assemblies penetrate through the clamping surface of the first clamping head or the clamping surface of the second clamping head to extend to the upper side of the locking notch ridge beams and are used for limiting the locking position of the locking notch ridge beams so as to prevent Liang Qiangliang bottom clamping assemblies from falling.

In order to better realize the invention, further, vertical mounting grooves are formed in one side, far away from the second chuck, of the first chuck and one side, far away from the first chuck, of the second chuck, a plurality of mounting holes communicated with the mounting grooves are linearly formed in the clamping surface of the first chuck and the clamping surface of the second chuck from top to bottom, anti-falling assemblies are mounted in the mounting holes, and the mounting heights of the anti-falling assemblies are adjusted by mounting the anti-falling assemblies in different mounting holes so as to adapt to limiting locking positions of locking notch ridge beams of different heights.

In order to better realize the invention, the anti-falling assembly further comprises a fixing bolt and an anti-falling hanging rod, wherein one end of the anti-falling hanging rod is provided with a connecting screw rod extending from the clamping surface to the mounting hole and extending into the mounting groove, and the fixing bolt is sleeved on one end of the connecting screw rod extending into the mounting groove through threads.

In order to better realize the invention, the adjusting assembly further comprises a clamping adjusting screw rod and a clamping adjusting nut, one end of the clamping adjusting screw rod is connected with the bottom of the first chuck, the other end of the clamping adjusting screw rod penetrates through the bottom of the second chuck and is in threaded connection with the bottom of the second chuck, one side, far away from the first chuck, of the second chuck corresponding to the threads of the clamping adjusting nut is sleeved on the other end of the clamping adjusting screw rod, and the end face of the clamping adjusting nut is in contact with one side, far away from the first chuck, of the second chuck.

In order to better realize the invention, the beam structure lifting support screw rod assembly further comprises a beam lifting support screw rod, a beam lifting adjustment ring and a beam lifting adjustment rubber sleeve, wherein the top end of the Liang Shengjiang support screw rod upwards penetrates through the beam structure support tray and is in threaded connection with the top of the beam structure support connection jacking, the beam lifting adjustment ring is sleeved on one end, far away from the beam structure support connection jacking, of the Liang Shengjiang support screw rod, and the beam lifting adjustment rubber sleeve is arranged at the bottom of the beam lifting adjustment ring.

Compared with the prior art, the invention has the following advantages:

(1) According to the invention, the beam structure template assembly is supported and reinforced conveniently through the beam supporting assembly, meanwhile, the beam side plates are symmetrically spliced on the left side and the right side of the beam bottom plate to form an H-shaped structure, the beam bottom groove at the bottom of the H-shaped structure is spliced with the beam bottom keel end fixed connecting piece arranged at the top of the beam supporting assembly quickly, so that the beam structure template assembly is positioned and installed quickly, meanwhile, the beam pouring groove at the top of the H-shaped structure is used for pouring concrete into a beam, and the beam bottom plate and the beam side plates are used for carrying out strip-shaped shaping and reinforcing on the concrete, so that the concrete is uniformly stressed, the concrete is prevented from cracking and settling, and the beam forming quality and construction safety are ensured effectively;

(2) According to the invention, the beam structure supporting tray and the beam structure supporting connecting jacking are sequentially buckled and installed from bottom to top at the top of the beam structure lifting supporting screw rod assembly, and a space for conveniently inserting the floor supporting main joist is reserved between the beam structure supporting tray and the beam structure supporting connecting jacking, so that the convenient positioning and installation of the floor supporting main joist are realized; meanwhile, the beam structure positioning adjusting supporting jacking is arranged at the top of the beam structure supporting connecting jacking in a sliding manner, so that flexible adjustment of the beam structure positioning adjusting supporting jacking mounting position is realized, flexible adjustment of the beam bottom keel end fixed connecting piece and the beam structure template assembly mounting position is realized, the problems that position deviation exists between the beam structure template assembly and the top panel assembly, which is caused by manual mounting errors and perpendicularity errors of the beam structure lifting supporting screw rod assembly, and the splicing is not tight enough are effectively solved, and slurry leakage and beam structure deviation are avoided when concrete is poured subsequently;

(3) According to the invention, the floor support main joists are connected with the adjacent support structures, so that the supporting force and stability of the whole support system are greatly improved, meanwhile, the beam assistance inclined support assembly is hinged at the bottom of the beam support main joists, and the beam support main joists are matched with the Liang Chuli inclined support assembly to be connected with the adjacent support structures together, so that the supporting force, stability and safety of the whole support system are greatly improved, and the problem that the beam-slab separation supporting force in a high and large formwork is difficult to guarantee is effectively solved; meanwhile, the beam side plates are supported and reinforced through the beam wall inclined support assembly, so that the positioning of the beam side plates is more controllable on the premise of guaranteeing the stability of the whole beam structure template assembly, and the beam structure concrete explosion and expansion die is effectively prevented from being generated when concrete is poured;

(4) According to the invention, the beam wall internal corner floor templates are arranged at the tops of the beam side plates, the beam wall internal corner floor template support connection keels are arranged between the bottoms of the beam wall internal corner floor templates and the side surfaces of the beam side plates, and the beam wall internal corner floor templates and the beam side plates are supported and reinforced through the beam wall internal corner floor template support connection keels, so that the beam wall internal corner floor templates and the beam side plates are effectively prevented from being shifted and deformed; meanwhile, the edge of the beam wall internal corner floor template extends to the outer side of the edge of the beam wall internal corner floor template support connection keel to form a public edge structure matched and spliced with a female edge structure of the edge of the top panel assembly, and the tight transition splicing between the beam structure template assembly and the top panel assembly is realized through the splicing of the public edge structure and the female edge structure, and meanwhile, the joints between the beam structure template assembly and the top panel assembly are arranged in a staggered manner, so that slurry leakage is effectively avoided; meanwhile, after the concrete is solidified, the top panel structure template can be conveniently and rapidly removed from the public edge of the beam wall internal corner floor template, and then the beam side plate is removed, so that the template removing efficiency is greatly improved;

(5) According to the invention, the beam side plates on two sides of the beam bottom plate are provided with Liang Qiangliang bottom clamping assemblies, and the first clamping head and the second clamping head are driven to be close to each other by the adjusting assemblies, so that the beam side plates on the left side and the right side are clamped and fixed, the beam side plates are prevented from shifting, and meanwhile, the beam side plates and the beam bottom plate are tightly spliced, so that slurry leakage is effectively prevented.

Drawings

FIG. 1 is a schematic diagram of the overall structure of the present invention;

FIG. 2 is a schematic structural view of a beam support assembly;

FIG. 3 is a split assembly schematic view of FIG. 2;

FIG. 4 is a schematic installation view of a beam assist diagonal brace assembly;

FIG. 5 is a schematic view of a beam bottom formwork securing assembly;

FIG. 6 is a schematic structural view of a beam wall and beam bottom clamping assembly;

FIG. 7 is a schematic view of a beam structure support connection jacking;

FIG. 8 is a schematic view of a beam structure positioning adjustment support jacking;

FIG. 9 is a schematic view of a beam structure lifting support screw assembly;

Fig. 10 is a schematic view of the installation of the beam wall and beam bottom clamping assembly.

Wherein: 31-a beam support assembly; 311-beam structure support tray; 312-the beam structure supports the connection jacking; 313-beam structure positioning adjustment support jacking; 314-beam structure lifting support screw rod assembly; 315-beam support main joists; 316-beam bottom template fixing component; 317-Liang Chuli diagonal support assemblies; 318-beam wall diagonal bracing assembly;

3121-beam structure U-shaped connectors; 3122-lifting screw rod connecting sleeve for jacking the beam; 312A-connector holes; 312B-a connector kidney-shaped aperture; 3131-beam U-shaped supports; 313A-beam support jacking kidney-shaped aperture; 313B-beam support jacking connection holes; 3141-Liang Shengjiang supporting a screw rod; 3142 a beam lifting adjustment ring; 3143-beam lifting adjusting rubber sleeve; 3161-beam bottom formwork fixing bolts; 3162-beam bottom formwork fixing top; 3163—mounting lugs; 3171-a booster diagonal support beam; 3172-a power-assisted diagonal bracing connecting fastener; 3181-beam wall diagonal bracing telescoping assembly; 3182-beam wall diagonal bracing connection fasteners;

32-Liang Qiangliang bottom clamping assembly; 321-a first chuck; 322-a second chuck; 323 an adjustment assembly; 324-fall arrest assembly; 3231—clamping the adjusting screw; 3232—clamping the adjusting nut; 3241—a fixing bolt; 3242-fall arrest hanging bar;

33-a beam bottom keel end connecting piece;

34-beam structure formwork assembly; 341-a beam bottom plate; 342-beam side plates; 343-beam wall inside corner floor forms; 344-beam wall inside corner floor formwork support connection joists.

Detailed Description

In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present invention.

In the description of the present invention, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; or may be directly connected, or may be indirectly connected through an intermediate medium, or may be communication between two elements. The specific meaning of the above terms in the present invention will be understood in specific cases by those of ordinary skill in the art.

Example 1:

The beam wall quick-mounting and quick-dismounting beam structure convenient for beam bottom adjustment and positioning comprises a beam support assembly 31, beam bottom keel end fixed connectors 33 and a beam structure template assembly 34, wherein the beam bottom keel end fixed connectors 33 are buckled and mounted at the top of the beam support assembly 31, the beam structure template assembly 34 comprises a beam bottom plate 341, beam side plates 342 symmetrically arranged at two sides of the beam bottom plate 341 and beam wall reentrant corner floor templates 343 arranged at the top of the beam side plates 342, and the bottoms of the beam side plates 342 at two sides extend to the lower side of the bottom end face of the beam bottom plate 341 and form beam bottom grooves clamped with the beam bottom keel end fixed connectors 33 with the bottom end face of the beam bottom plate 341; the tops of the beam side plates 342 on both sides extend to the upper side of the top end face of the beam bottom plate 341 and form a beam pouring groove with the top end face of the beam bottom plate 341.

The top of the beam support assembly 31 is provided with a groove for the buckling installation of the beam bottom keel end fixed connecting piece 33, so that the beam bottom keel end fixed connecting piece 33 is rapidly positioned and installed at the top of the beam support assembly 31. Meanwhile, beam side plates 342 are symmetrically spliced on the left side and the right side of the beam bottom plate 341, an H-shaped structure is formed between the beam side plates 342 on the left side and the right side and the beam bottom plate 341, namely, the bottoms of the beam side plates 342 on the left side and the right side extend below the bottom end face of the beam bottom plate 341 and form a beam bottom groove buckled with the top of the beam bottom keel end fixed connecting piece 33, and the tops of the beam side plates 342 on the left side and the right side extend above the top end face of the beam bottom plate 341 and form a beam pouring groove for pouring concrete. Through the lock installation between roof beam end recess and the roof beam end fossil fragments end fixed connection spare 33 top, realize the convenient location installation of whole roof beam structure template subassembly 34 at roof beam end fossil fragments end fixed connection spare 33 top, support the concrete through Liang Jiaozhu recess that constitutes between roof beam curb plate 342 and the roof beam bottom plate 341 simultaneously, effectively mould the concrete. Meanwhile, the strip-shaped beam structure template assembly 34 can effectively avoid concentration of concrete load at one point, further effectively avoid cracking or sinking of concrete, and effectively ensure quality of the solidified concrete after beam forming and safety in the construction process.

Meanwhile, the top parts of the beam side plates 342 on the left side and the right side are respectively provided with a horizontal beam wall internal corner floor template 343, and one end of the beam wall internal corner floor template 343, which is close to the inner side surface of the beam side plate 342, is flush with the inner side surface of the beam side plate 342, so that the concrete shaping is not influenced; the other end of the beam wall inside corner floor template 343 extends to the outside of the beam side plate 342 and is used for splicing with the top panel assembly, so that the rapid transition splicing between the beam wall and the top panel is realized.

Example 2:

This embodiment is further optimized based on embodiment 1, as shown in fig. 1, and further includes a beam wall female floor form support connection keel 344, wherein the beam wall female floor form support connection keel 344 is disposed between the bottom end surface of the beam wall female floor form 343 and the side surface of the beam side plate 342, and the side edge of the beam wall female floor form 343 away from the beam side plate 342 extends to the outer side of the edge of the beam wall female floor form support connection keel 344 to form a public edge structure.

The beam wall internal corner floor template support connection keel 344 is of a rectangular beam structure or a U-shaped beam structure, and the top end face of the beam wall internal corner floor template support connection keel 344 is in contact with the bottom end face of the beam wall internal corner floor template 343 and is used for supporting and reinforcing the beam wall internal corner floor template 343; the left side face or the right side face of the beam wall internal corner floor formwork support connection keel 344 corresponds to the left side face or the right side face of the beam side plate 342 on the right side, and is used for supporting and reinforcing the beam side plate 342 and avoiding displacement deformation of the beam side plate 342 under the action force of concrete expansion.

Meanwhile, the edge of one end of the beam wall inside corner floor template 343 far away from the beam side plate 342 extends to the outside of one end edge of the beam wall inside corner floor template supporting connection keel 344 far away from the beam side plate 342 to form a public edge structure, and meanwhile, the edge of the top panel assembly spliced by the corresponding beam wall inside corner floor template 343 is a female edge structure spliced by the corresponding public edge structure, the female edge structure means that the edge of the top panel is retracted to the inner side of the edge of the top panel frame, and the retracted distance of the top panel is equal to the extended distance of the beam wall inside corner floor template 343. The beam wall structure and the top panel structure are conveniently spliced through the convenient splicing between the public edge structure and the female edge structure, after the public edge structure and the female edge structure are spliced, the beam wall female angle floor template 343 and the top panel are spliced to form a plate surface joint, the beam wall female angle floor template support connection keel 344 and the top panel frame are spliced to form a frame joint, and the plate surface joint and the frame joint are arranged in a staggered manner, so that concrete is poured at the tops of the beam structure template assembly 34 and the top panel assembly, slurry leakage from the joint is effectively avoided, the surface flatness of the concrete after solidification is further ensured, honeycomb pitting surfaces are prevented from being generated at the joint, and follow-up plastering operation is avoided.

Other portions of this embodiment are the same as those of embodiment 1, and thus will not be described in detail.

Example 3:

The present embodiment is further optimized based on embodiment 1 or 2, as shown in fig. 2, the beam support assembly 31 includes a beam support main keel 315, a beam structure lifting support screw assembly 314, a beam structure support tray 311 disposed at the top of the beam structure lifting support screw assembly 314, a beam structure support connection jacking 312 disposed at the top of the beam structure support tray 311, and a beam structure positioning adjustment support jacking 313 slidably disposed at the top of the beam structure support connection jacking 312, wherein the top end of the beam structure lifting support screw assembly 314 penetrates through the beam structure support tray 311 upwards and is connected with the bottom of the beam structure support connection jacking 312, the beam structure support main keel 315 is mounted between the beam structure support connection jacking 312 and the beam structure support tray 311 in a laterally symmetrical snap fit manner, and the other end of the beam support main keel 315 is connected with a floor support upright; the movable lock in the top of roof beam structure support connection jacking 312 has the roof beam structure location to adjust and supports the jacking 313, the roof beam structure location is adjusted the top block of supporting the jacking 313 and is installed the fixed connection piece 33 of beam bottom fossil fragments end.

The inside of beam structure support tray 311 runs through along vertical direction and is provided with screw hole or cartridge through-hole, and the top of beam wall lifting support subassembly 314 upwards passes the inside screw hole or cartridge through-hole of beam structure support tray 311 and continues upwards to extend and be connected with the bottom of beam structure support connection jacking 312, and the bottom terminal surface of beam structure support connection jacking 312 flushes the laminating with the top terminal surface of beam structure support tray 311 simultaneously, and then realizes installing the top at beam structure support tray 311 with the top of beam structure support connection jacking 312 lock. And constitute between the left and right sides of roof support 312 and the roof support structure support tray 311 top left and right sides and supply the one end male space of roof support main joist 315, just the memory profile in space equals or slightly is greater than the outline setting of roof support main joist 315 one end for the one end of roof support main joist 315 can convenient cartridge be to roof support structure support connection roof support 312 and roof support tray 311 between, and the other end of roof support main joist 315 then is provided with staple bolt, connecting pin, connecting groove etc. and connects the fastener and constitutes whole structure that links firmly with adjacent floor support pole setting, has improved roof wall bearing structure's steadiness greatly.

Meanwhile, the beam structure positioning adjusting supporting jacking 313 is installed at the top of the beam structure supporting connecting jacking 312 in a sliding buckling manner and is used for directly supporting the beam bottom keel end fixed connecting piece 33, and meanwhile, in order to facilitate convenient positioning and installation of the beam bottom keel end fixed connecting piece 33, a clamping groove which is equal to or slightly larger than the bottom width of the beam bottom keel end fixed connecting piece 33 is formed in the top of the beam structure positioning adjusting supporting jacking 313, so that the bottom of the beam bottom keel end fixed connecting piece 33 can be conveniently clamped to the top of the beam structure positioning adjusting supporting jacking 313, and the installation and construction efficiency is greatly improved. And the beam structure positioning adjustment support jacking 313 and the beam structure support connection jacking 312 can slide relatively within a certain range, the installation position of the beam structure positioning adjustment support jacking 313 at the top of the beam structure support connection jacking 312 is adjusted, the installation position of the beam bottom keel end fixed connection piece 33 at the top of the whole beam wall support structure is adjusted, the installation position of the beam structure template assembly 34 is finally adjusted, the position deviation of the beam structure template assembly 34 caused by the perpendicularity error of the beam support lifting screw rod assembly 314 is avoided, the beam structure template assembly 34 and the top panel assembly are spliced more tightly, the problem that a splicing gap exists between the beam structure template assembly 34 and the top panel assembly due to manual installation or the perpendicularity error of the beam support assembly 31 can be effectively solved, and meanwhile, the installation position of the beam structure template assembly 34 is adjusted, so that the beam structure template assembly 34 can reach the designed accurate position.

Other portions of this embodiment are the same as those of embodiment 1 or 2, and thus will not be described in detail.

Example 4:

This embodiment is further optimized based on any one of embodiments 1 to 3, wherein one end of the beam support main keel 315 is a plugging end that is plugged between the beam structure support connection jacking 312 and the beam structure support tray 311; the other end of the beam support main keel 315 is a connecting end and is provided with a connecting fastener, and the beam support main keel 315 is conveniently connected with an adjacent plate support vertical rod or a beam support vertical rod through the connecting fastener.

As shown in fig. 3, the other end of the beam support main keel 315 is a connection end and is provided with a U-shaped groove, two opposite side walls of the U-shaped groove are correspondingly provided with insertion openings, the connection fasteners are connection wedges inserted between the insertion openings on two sides, and the connection wedges are correspondingly arranged with connection openings on connection discs on adjacent struts or struts.

The support pole setting is in the inside of U-shaped groove, and will support the inside of pole setting at the U-shaped groove through connecting the voussoir, realizes the convenient connection of U-shaped groove and support pole setting, promotes bearing structure's holding power and steadiness.

As shown in fig. 4, the other end of the beam support main keel 315 is a connection end and is provided with a connection bump, a connection pin is inserted on the connection bump along the vertical direction, the connection fastener is a hoop hinged with the connection pin, and the hoop is used for directly clamping and clamping an adjacent support upright rod.

The beam support main keel 315 is quickly connected with the adjacent support vertical rods through the connecting structure, so that the construction efficiency of the whole support system is greatly improved, and the supporting force, stability and safety of the whole support system are improved.

Other portions of this embodiment are the same as any of embodiments 1 to 3, and thus will not be described in detail.

Example 5:

The embodiment is further optimized based on any one of embodiments 1 to 4, as shown in fig. 2, the embodiment further comprises a Liang Chuli diagonal bracing assembly 317 and a beam wall diagonal bracing assembly 318, one end of the Liang Chuli diagonal bracing assembly 317 is movably connected with the bottom of the beam support main keel 315, and the other end of the Liang Chuli diagonal bracing assembly 317 is connected with a supporting upright rod through a connecting fastener; one end of the beam wall diagonal bracing assembly 318 is movably connected with the top of the beam support main keel 315, and the other end of the beam wall diagonal bracing assembly 318 is arranged corresponding to the side surface of the beam structure formwork assembly 34.

One end of Liang Chuli the bearing diagonal subassembly 317 articulates the position between the bottom both ends of roof beam support main joist 315 through the round pin axle, and Liang Chuli the other end of bearing diagonal subassembly 317 is the link and is provided with the connection fastener, and the link of Liang Chuli bearing diagonal subassembly 317 all is connected with adjacent support pole setting through the connection fastener with the link of roof beam support main joist 315, liang Chuli bearing diagonal subassembly 317, roof beam support main joist 315, support pole setting constitution triangle-shaped structure, further promotes the holding power and the steadiness of supporting the system.

One end of the beam wall diagonal bracing assembly 318 is hinged at a position between two ends of the top of the beam support main keel 315 through a pin, and the other end of the beam wall diagonal bracing assembly 318 is a connecting end and is arranged corresponding to the side face of the beam side plate 342. The side of beam side board 342 is supported and reinforced through the connecting end of beam wall inclined support assembly 318, and the side of beam wall inclined support assembly 318, beam support main joist 315, beam side board 342 constitutes triangle-shaped structure, effectively improves beam structure template assembly 34's steadiness, makes the concatenation between beam side board 342 and the beam bottom board 341 inseparabler simultaneously, effectively prevents to leak thick liquid.

Other portions of this embodiment are the same as any of embodiments 1 to 4, and thus will not be described in detail.

Example 6:

This embodiment is further optimized based on any one of embodiments 1 to 5, as shown in fig. 2, the Liang Chuli diagonal brace assembly 317 includes a booster diagonal brace 3171 and a booster diagonal brace connecting fastener 3172, one end of the booster diagonal brace 3171 is hinged to the bottom of the beam support main keel 315, the other end of the booster diagonal brace 3171 is a connecting end and is hinged to the booster diagonal brace connecting fastener 3172, and the booster diagonal brace connecting fastener 3172 is disposed corresponding to the connecting end of the beam support main keel 315 and is used for connecting an adjacent supporting structure.

The helping hand oblique support beam 3171 is U type frame beam structure, and helping hand oblique support beam 3171's one end extends to between beam support main joist 315 bottom both ends and is articulated with beam support main joist 315 bottom through the articulated shaft, and helping hand oblique support beam 3171's the other end is the link and is provided with the articulated journal stirrup, runs through on the articulated journal stirrup and is provided with the articulated shaft and articulates with helping hand oblique support connection fastener 3172 through the articulated shaft. The helping hand bearing diagonal connecting fastener 3172 is for the staple bolt or the connecting fastener such as connecting buckle that corresponds pillar or branch setting in the adjacent supporting member, and then realizes the convenient connection between helping hand bearing diagonal 3171's the link and the adjacent supporting member, and then realizes that cooperation roof beam supports main joist 315 and supports reinforcing whole roof beam wall bearing structure, effectively promotes whole roof beam wall bearing structure's steadiness.

Other portions of this embodiment are the same as any of embodiments 1 to 5, and thus will not be described in detail.

Example 7:

The present embodiment is further optimized based on any one of embodiments 1 to 6, as shown in fig. 2 to 4, the beam wall diagonal bracing assembly 318 includes a beam wall diagonal bracing telescopic assembly 3181 and a beam wall diagonal bracing connecting fastener 3182, one end of the beam wall diagonal bracing telescopic assembly 3181 is hinged to the top of the beam support main keel 315, the other end of the beam wall diagonal bracing telescopic assembly 3181 is a connecting end and is provided with the beam wall diagonal bracing connecting fastener 3182, and the beam wall diagonal bracing connecting fastener 3182 is set corresponding to the beam side plate 342.

The inclined support telescopic component 3181 comprises a first sleeve, a second sleeve, an adjusting screw rod and an adjusting nut, one end of the first sleeve is hinged to the top of the beam support main keel 315 through a connecting pin, a threaded hole for installing the adjusting screw rod in a threaded mode is formed in the other end of the first sleeve, one end of the adjusting screw rod is installed inside the threaded hole of the first sleeve in a threaded mode, the other end of the adjusting screw rod is connected with one end of the second sleeve, and the other end of the second sleeve is connected with the connecting end and is provided with a beam wall inclined support connecting fastener 3182. Meanwhile, an adjusting nut is sleeved on the adjusting screw rod, the adjusting screw rod is driven to rotate by rotating the adjusting nut, and then the second sleeve and the first sleeve are driven to linearly approach or depart along the axial direction, so that the beam wall inclined support telescopic component 3181 is telescopic. The beam side plates 342 of different heights are compatibly supported and reinforced by the extension and retraction of the beam wall diagonal bracing extension and retraction assembly 3181.

Further, an L-shaped reinforcing rib is provided on the outer side of the beam side plate 342, a reinforcing connection hole is provided on the reinforcing rib, and the beam wall diagonal bracing connection fastener 3182 is connected with the connection hole on the reinforcing rib.

The beam wall inclined support connecting fastener 3182 is any one of a connecting hoop, a connecting buckle and a connecting clamping seat, the beam wall inclined support connecting fastener 3182 is connected with the beam side plate 342 through a connecting pin or a connecting screw, the beam side plate 342 is supported, the stability of the beam structure template assembly 34 is further improved, the beam side plate 342 and the beam bottom plate 341 are tightly spliced, and slurry leakage at a joint is avoided.

Other portions of this embodiment are the same as any of embodiments 1 to 6, and thus will not be described in detail.

Example 8:

The present embodiment is further optimized on the basis of any one of embodiments 1 to 7, as shown in fig. 5, the present embodiment further includes a beam bottom template fixing assembly 316 disposed at the top of the beam structure positioning adjustment support top 313, where the beam bottom template fixing assembly 316 includes a beam bottom template fixing bolt 3161, a beam bottom template fixing plug 3162, and mounting lugs 3163, the front and rear sides of the top of the beam structure positioning adjustment support top 313 are symmetrically provided with mounting lugs 3163, the mounting lugs 3163 on the front and rear sides are threaded with the beam bottom template fixing bolt 3161, and the bottom of the end portion of the beam bottom template fixing bolt 3161 corresponding to the beam bottom keel end fixing connector 33 is provided with a beam bottom template fixing plug 3162.

When the ends of the adjacent beam structure formwork assemblies 34 are spliced, the ends of the adjacent two beam bottom keel end fixed connectors 33 are synchronously placed at the top of the same beam structure positioning adjustment support jacking 313, and the bottoms of the ends of the two beam bottom keel end fixed connectors 33 are located between the beam bottom formwork fixed jacks 3162 on two sides. After the installation position of the beam bottom keel end fixed connecting piece 33 is adjusted, the beam bottom template fixed jacks 3162 on two sides can be driven to be close to each other by rotating the beam bottom template fixed bolts until the beam bottom template fixed jacks 3162 on two sides clamp the bottoms of the end parts of the two beam bottom keel end fixed connecting pieces 33, so that the fixing of the two beam bottom keel end fixed connecting pieces 33 is realized.

Other portions of this embodiment are the same as any of embodiments 1 to 7, and thus will not be described in detail.

Example 9:

The present embodiment is further optimized based on any one of embodiments 1 to 8, as shown in fig. 7, the beam structural support connection jacking 312 includes a beam U-shaped connection member 3121 and a beam jacking lifting screw connection sleeve 3122, the beam U-shaped connection member 3121 is opened and buckled downwards to be disposed at the top of the beam structural support tray 311, the bottom of the top end plate of the beam U-shaped connection member 3121 is provided with a beam jacking lifting screw connection sleeve 3122, and the bottom of the beam jacking lifting screw connection sleeve 3122 is connected with the top end of the beam wall lifting support assembly 314; the two sides of the two opposite side walls of the beam U-shaped connection member 3121 are correspondingly provided with connection member holes 312A for connecting the floor support main joist 315, and the middle parts of the two opposite side walls of the beam U-shaped connection member 3121 are correspondingly provided with connection member kidney-shaped holes 312B penetrating the top of the beam jacking lifting screw connection sleeve 3122.

The beam structure positioning adjusting support jacking 313 comprises a beam U-shaped support 3131 with a clamping groove and a beam bottom template fixing assembly 316 at the top, the beam U-shaped support 3131 is downwards buckled at the outer side of the top of the beam U-shaped connector 3121, the beam U-shaped support 3131 is provided with a beam support jacking waist-shaped hole 313A corresponding to the connector hole 312A on the beam U-shaped connector 3121 on two sides of two opposite side walls, and the beam support jacking connecting hole 313B corresponding to the connector waist-shaped hole 312B on the beam U-shaped connector 3121 at the middle of two opposite side walls of the beam U-shaped support 3131.

The beam jacking lifting screw rod connecting sleeve 3122 is coaxially arranged at the central position of the bottom of the top end plate of the beam U-shaped connecting piece 3121 corresponding to the threaded hole or the insertion through hole on the beam structural support tray 311, and the bottom of the beam jacking lifting screw rod connecting sleeve 3122 is provided with a connecting threaded hole or a connecting through hole corresponding to the top end of the beam wall lifting support assembly 314, so that the convenient connection with the top end of the beam wall lifting support assembly 314 is realized.

The bottom end surfaces of the two opposite side walls of the beam U-shaped connecting piece 3121 are flush and fit with the top end surface of the beam structural support tray 311, so that the U-shaped connecting piece 3121 is prevented from shaking, and a space for inserting one end of the beam supporting main keel 315 is formed between the top end surface of the U-shaped connecting piece 3121 and the top end surface of the beam structural support tray 311. The left side and the right side of the opposite side walls of the beam U-shaped connecting piece 3121 are respectively and correspondingly provided with a connecting piece hole 312A, one end of the beam supporting main keel 315 is provided with a connecting hole corresponding to the connecting piece hole 312A, and the beam supporting main keel 315 can be conveniently and quickly installed in bilateral symmetry between the U-shaped connecting piece 3121 and the beam structure supporting tray 311 by inserting one end of the beam supporting main keel 315 into a space formed between the beam U-shaped connecting piece 3121 and the beam structure supporting tray 311 and inserting connecting pieces such as connecting bolts in the aligned connecting piece holes 312A and connecting holes.

Connecting bolts are inserted between the connecting piece holes 312A and the beam supporting jacking kidney-shaped holes 313A, connecting bolts are inserted between the connecting piece kidney-shaped holes 312B and the beam supporting jacking connecting holes 313B, and the connecting bolts can slide along the beam supporting jacking kidney-shaped holes 313A or the connecting piece kidney-shaped holes 312B through matching of the holes, so that the relative sliding connection between the beam structure positioning adjusting supporting jacking 313 and the beam structure supporting connecting jacking 312 is realized, the mounting position of the beam structure positioning adjusting supporting jacking 313 at the top of the beam structure supporting connecting jacking 312 is flexibly adjusted, and finally the flexible adjustment of the mounting position of the beam wall template is realized.

Other portions of this embodiment are the same as any of embodiments 1 to 8, and thus will not be described in detail.

Example 10:

This embodiment is further optimized on the basis of any one of embodiments 1 to 9, as shown in fig. 8, locking devices are installed between the beam support jacking waist hole 313A on the beam U-shaped support 3131 and the connector hole 312A on the beam U-shaped connector 3121, and between the beam support jacking connection hole 313B on the beam U-shaped support 3131 and the connector waist hole 312B on the beam U-shaped connector 3121.

The locking device is a locking bolt, a locking nut is sleeved on the threaded end of the locking bolt, the locking bolt passes through the beam supporting jacking waist-shaped hole 313A and the connecting piece hole 312A or passes through the beam supporting jacking connecting hole 313B and the connecting piece waist-shaped hole 312B, so that the beam structure positioning adjustment supporting jacking 313 can be conveniently installed at the top of the beam structure supporting connection jacking 312, and meanwhile the locking bolt slides along the connecting piece waist-shaped hole 312B or the beam supporting jacking waist-shaped hole 313A, so that the installation position of the beam structure positioning adjustment supporting jacking 313 on the beam structure supporting connection jacking 312 can be adjusted. Then, the locking bolts can be sleeved with locking nuts and the locking nuts are screwed down, so that the locking nuts clamp the side walls of the beam structure positioning and adjusting support jacking 313, and the beam structure positioning and adjusting support jacking 313 is conveniently fixed.

Other portions of this embodiment are the same as any of embodiments 1 to 9 described above, and thus will not be described again.

Example 11:

The present embodiment is further optimized based on any one of embodiments 1 to 10, as shown in fig. 6 and 10, and further includes a Liang Qiangliang bottom clamping assembly 32, where the Liang Qiangliang bottom clamping assembly 32 includes a first chuck 321, a second chuck 322, an adjusting assembly 323, and a fall protection assembly 324, the first chuck 321 and the second chuck 322 are respectively installed at two ends of the adjusting assembly 323 corresponding to two sides of the beam side plates 342, and the adjusting assembly 323 drives the second chuck 322 to move toward a direction close to the first chuck 321 to clamp the two sides of the beam side plates 342, so that the beam side plates 342 and the beam bottom plate 341 are spliced more tightly, the stability of the whole beam structure template assembly 34 is ensured, and meanwhile, slurry leakage at a seam between the beam side plates 342 and the beam bottom plate 341 is effectively avoided.

Further, locking edge beams are respectively arranged between the clamping surface of the first clamping head 321 and the side surface of the beam side plate 342 on one side and between the clamping surface of the second clamping head 322 and the side surface of the beam side plate 342 on the other side, anti-falling assemblies 324 for limiting the locking edge beams are correspondingly arranged on the clamping surfaces of the first clamping head 321 and the second clamping head 322, the limiting ends of the anti-falling assemblies 324 penetrate through the clamping surface of the first clamping head 321 or the clamping surface of the second clamping head 322 to extend to the upper side of the locking edge beams to be hung on the locking edge beams, the clamping assemblies 32 at the bottom of Liang Qiangliang are prevented from falling, and meanwhile, the clamping assemblies 32 at the bottom of the beam wall and the beam are used for limiting the locking position of the locking edge beams and clamping the locking edge beams. By arranging the fore shaft ridge beam, the first clamping head 321 and the second clamping head 322 are prevented from directly carrying out point clamping on the beam side plate 342, but are converted into surface clamping on the beam side plate 342 by the fore shaft ridge beam, so that the beam side plate 342 is effectively prevented from deforming.

Other portions of this embodiment are the same as any of embodiments 1 to 10 described above, and thus will not be described again.

Example 12:

The embodiment is further optimized based on any one of embodiments 1 to 11, as shown in fig. 6, vertical mounting grooves are respectively formed on a side, away from the second chuck 322, of the first chuck 321 and a side, away from the first chuck 321, of the second chuck 322, a plurality of mounting holes communicated with the mounting grooves are linearly formed on the clamping surface of the first chuck 321 and the clamping surface of the second chuck 322 from top to bottom, and anti-falling assemblies 324 are mounted in the mounting holes.

Further, the anti-falling assembly 324 comprises a fixing bolt 3241 and an anti-falling hanging rod 3242, one end of the anti-falling hanging rod 3242 is provided with a connecting screw rod extending from the clamping surface to the mounting hole and extending to the inside of the mounting groove, and the fixing bolt 3241 is sleeved on one end of the connecting screw rod extending to the inside of the mounting groove through threads.

The diameters of the anti-falling hanging rod 3242 and the fixing bolt 3241 are larger than the diameter of the mounting hole, one end of the anti-falling hanging rod 3242 is coaxially screwed or welded with a connecting screw rod, the connecting screw rod penetrates through the mounting hole and extends into the mounting groove, then the fixing bolt 3241 is sleeved on the connecting screw rod in the mounting groove in a threaded manner, the end face of the fixing bolt 3241 and the end face of the anti-falling hanging rod 3242 are clamped through screwing the fixing bolt 3241, and accordingly the convenient and detachable mounting of the anti-falling assembly 324 in the mounting hole is achieved.

Other portions of this embodiment are the same as any of embodiments 1 to 11 described above, and thus will not be described again.

Example 13:

This embodiment is further optimized on the basis of any one of embodiments 1 to 12, as shown in fig. 6, the adjusting assembly 323 includes a clamping adjusting screw 3231, a clamping adjusting nut 3232, one end of the clamping adjusting screw 3231 is connected with the bottom of the first chuck 321, the other end of the clamping adjusting screw 3231 penetrates through the bottom of the second chuck 322 and is in threaded connection with the bottom of the second chuck 322, the side, away from the first chuck 321, of the second chuck 322 corresponding to the threads of the clamping adjusting nut 3232 is sleeved on the other end of the clamping adjusting screw 3231, and the end face of the clamping adjusting nut 3232 contacts with the side, away from the first chuck 321, of the second chuck 322.

One end of the clamping adjusting screw 3231 is a fixed end, and the other end is an adjusting end. The bottom of the first chuck 321 is provided with a threaded hole with one end closed and the other end open corresponding to the fixed end of the clamping adjusting screw 3231, so that the bottom of the first chuck 321 is fixedly connected with the fixed end of the clamping adjusting screw 3231. The bottom of second chuck 322 corresponds the adjustment end of clamp adjustment screw 3231 and is provided with the through-hole that link up, and the diameter of through-hole is greater than clamp adjustment screw 3231's diameter, sliding connection between the bottom of second chuck 322 and the clamp adjustment screw 3231, the side thread bush that corresponds second chuck 322 and keep away from first chuck 321 on clamp adjustment screw 3231's the adjustment end is equipped with clamp adjustment nut 3232 simultaneously, through rotating clamp adjustment nut 3232 for clamp adjustment nut 3232's terminal surface pushes away second chuck 322 towards the direction that is close to first chuck 321, and then drives second chuck 322 and be close to first chuck 321.

Other portions of this embodiment are the same as any of embodiments 1 to 12 described above, and thus will not be described again.

Example 14:

the present embodiment is further optimized based on any one of embodiments 1 to 13, the structures of the first clamping head 321 and the second clamping head 322 are identical, the first clamping head 321 includes an upper clamping portion and a lower clamping portion that are spliced up and down, the top end surface of the lower clamping portion is spliced with the bottom end surface of the upper clamping portion and is connected with the bottom end surface of the upper clamping portion by a screw, the clamping surface of the upper clamping portion is level with the clamping surface of the lower clamping portion, and vertical and mutually communicated mounting grooves are correspondingly provided on the upper clamping portion and the lower clamping portion.

The beam side plates 342 corresponding to different heights can be clamped by splicing the clamping parts with different heights with the lower clamping parts so as to be compatible with the beam side plates 342 with different heights.

Other portions of this embodiment are the same as any of embodiments 1 to 13 described above, and thus will not be described again.

Example 15:

This embodiment is further optimized based on any one of embodiments 1 to 14, as shown in fig. 6, the clamping surface of the first chuck 321 is inclined from top to bottom in a direction away from the clamping surface of the second chuck 322; the clamping surface of the second clamping head 322 is inclined from above to below in a direction away from the clamping surface of the first clamping head 321.

By setting the clamping surface of the first clamping head 321 or the clamping surface of the second clamping head 322 as an inclined surface, the clamping surface applies pressure to the left end surface of the left fore shaft square beam or the right end surface of the right fore shaft square beam, rather than applying force in the horizontal direction according to plane-to-plane contact, the clamping force is applied obliquely downwards towards the bottom of the beam wall U-beam, i.e. a vertical downward separation exists, so that the beam wall U-beam is more stably installed at the top of the beam supporting component.

Other portions of this embodiment are the same as any of embodiments 1 to 14 described above, and thus will not be described again.

Example 16:

this embodiment is further optimized on the basis of any one of embodiments 1 to 15, as shown in fig. 9, the beam structure lifting support screw assembly 314 includes a beam lifting support screw 3141, a beam lifting adjustment ring 3142, and a beam lifting adjustment rubber sleeve 3143, the top end of the Liang Shengjiang support screw 3141 penetrates the beam structure support tray 311 upwards and is in threaded connection with the top of the beam structure support connection jacking 312, the end of the Liang Shengjiang support screw 3141 far away from the beam structure support connection jacking 312 is sleeved with the beam lifting adjustment ring 3142, and the bottom of the beam lifting adjustment ring 3142 is provided with the beam lifting adjustment rubber sleeve 3143.

The top of Liang Qiangliang lifting support screw 3141 upwards penetrates through a threaded hole or an inserting through hole in the beam structure support tray 311 and upwards extends to be in threaded connection with the bottom of the beam structure support connection jacking 312, so that the beam structure support connection jacking 312 is conveniently installed at the top of Liang Qiangliang lifting support screw 3141. Meanwhile, the bottom of the Liang Qiangliang lifting support screw 3141 is sleeved with a Liang Qiangliang lifting adjustment ring 3142 in a threaded manner, the lifting support screw 3141 is driven Liang Qiangliang to linearly move along the vertical direction by rotating the adjustment ring 3142, and then the support heights of the beam structure support tray 311 and the beam structure support connection jacking 312 are adjusted, so that the flexible adjustment of the support heights of the beam wall templates is finally realized. Liang Qiangliang lifting and adjusting rubber sleeve 3143 effectively guarantees stability of Liang Qiangliang when lifting and supporting screw 3141 moves, so that the whole beam wall supporting structure is more stable and is not easy to shake.

Other portions of this embodiment are the same as any of embodiments 1 to 15 described above, and thus will not be described again.

The foregoing description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, and any simple modification, equivalent variation, etc. of the above embodiment according to the technical matter of the present invention fall within the scope of the present invention.

Claims

1. The utility model provides a beam wall quick-mounting early-dismantling beam structure convenient to beam bottom is adjusted and is fixed a position, its characterized in that includes beam support assembly (31), beam bottom fossil fragments end fixed connection spare (33), beam structure template subassembly (34), beam bottom fossil fragments end fixed connection spare (33) are installed in the lock of the top of beam support assembly (31), beam structure template subassembly (34) include beam bottom plate (341), set up beam curb plate (342) in beam bottom plate (341) both sides, set up beam wall reentrant corner floor template (343) at beam curb plate (342) top, the bottom of beam curb plate (342) of both sides extends to beam bottom end face downside of beam bottom plate (341) and constitutes the beam bottom recess with beam bottom fossil fragments end fixed connection spare (33) block with the bottom terminal surface of beam bottom plate (341); The tops of the beam side plates (342) on the two sides extend to the upper side of the top end face of the beam bottom plate (341) and form Liang Jiaozhu grooves with the top end face of the beam bottom plate (341); the beam wall internal corner floor formwork support connection keel (344) is arranged between the bottom end face of the beam wall internal corner floor formwork (343) and the side face of the beam side plate (342), and one side edge of the beam wall internal corner floor formwork (343) far away from the beam side plate (342) extends to the outer side of the edge of the beam wall internal corner floor formwork support connection keel (344) to form a public edge structure; The beam supporting component (31) comprises a beam supporting main keel (315), a beam structure lifting supporting screw rod component (314), a beam structure supporting tray (311) arranged at the top of the beam structure lifting supporting screw rod component (314), a beam structure supporting connection jacking (312) arranged at the top of the beam structure supporting tray (311), a beam structure positioning adjusting supporting jacking (313) arranged at the top of the beam structure supporting connection jacking (312), the top of the beam structure lifting supporting screw rod component (314) upwards penetrates through the beam structure supporting tray (311) and is connected with the bottom of the beam structure supporting connection jacking (312), The beam structure support connection jacking brackets (312) and the beam structure support trays (311) are symmetrically clamped and installed with beam support main keels (315), and the other ends of the beam support main keels (315) are connected with floor support vertical rods through connection fasteners; the top of the beam structure supporting and connecting jacking (312) is movably buckled with a beam structure positioning and adjusting supporting jacking (313), and a beam bottom keel end fixed connecting piece (33) is buckled and installed at the top of the beam structure positioning and adjusting supporting jacking (313); the novel beam wall support comprises a beam support main keel (315), and is characterized by further comprising Liang Chuli inclined support assemblies (317) and beam wall inclined support assemblies (318), wherein one end of each Liang Chuli inclined support assembly (317) is movably connected with the bottom of the beam support main keel (315), and a connecting fastener is arranged at the other end of each Liang Chuli inclined support assembly (317); one end of the beam wall inclined support assembly (318) is movably connected with the top of the beam support main keel (315), and the other end of the beam wall inclined support assembly (318) is arranged corresponding to the side face of the beam structure template assembly (34); the beam structure positioning and adjusting support jacking device is characterized by further comprising a beam bottom template fixing assembly (316) arranged at the top of the beam structure positioning and adjusting support jacking (313), wherein the beam bottom template fixing assembly (316) comprises a beam bottom template fixing bolt (3161), a beam bottom template fixing plug (3162) and mounting lugs (3163), the front side and the rear side of the top of the beam structure positioning and adjusting support jacking (313) are symmetrically provided with the mounting lugs (3163), the beam bottom template fixing bolt (3161) is installed on the mounting lugs (3163) at the front side and the rear side in a threaded manner, and the beam bottom template fixing plug (3162) is arranged at the end part of the beam bottom template fixing bolt (3161) corresponding to the bottom keel end fixing connecting piece (33); The beam structure supporting connection jacking (312) comprises a beam structure U-shaped connecting piece (3121) and a beam jacking lifting screw rod connecting sleeve (3122), and the beam jacking lifting screw rod connecting sleeve (3122) is buckled at the top of the beam structure lifting supporting screw rod assembly (314); the beam structure U-shaped connecting piece (3121) is arranged at the top of the beam jacking lifting screw rod connecting sleeve (3122) in a downward buckling way, connecting piece holes for connecting the beam supporting main keels (315) are correspondingly formed at the two ends of the two opposite side walls of the beam structure U-shaped connecting piece (3121), and connecting piece waist-shaped holes are formed between the connecting piece holes at the two ends of the two opposite side walls of the beam structure U-shaped connecting piece (3121); The beam structure positioning and adjusting support jacking (313) comprises a beam structure U-shaped supporting piece (3131) with a clamping groove at the top, the beam structure U-shaped supporting piece (3131) is downwards buckled at the top of a beam structure U-shaped connecting piece (3121), connecting piece holes corresponding to the beam structure U-shaped connecting piece (3121) on two ends of two opposite side walls of the beam structure U-shaped supporting piece (3131) are provided with beam support jacking waist-shaped holes, and middle parts of two opposite side walls of the beam structure U-shaped supporting piece (3131) correspond to the connecting piece waist-shaped holes on the beam structure U-shaped connecting piece (3121) and are provided with beam support jacking connecting holes.

2. The beam wall quick-mounting and quick-dismounting beam structure convenient for beam bottom adjustment and positioning according to claim 1, further comprising a Liang Qiangliang bottom clamping assembly (32), wherein the Liang Qiangliang bottom clamping assembly (32) comprises a first chuck (321), a second chuck (322), an adjusting assembly (323) and a fall-preventing assembly (324), beam side plates (342) on two sides corresponding to the first chuck (321) and the second chuck (322) are mounted on two ends of the adjusting assembly (323) respectively, and the adjusting assembly (323) drives the second chuck (322) to move towards a direction close to the first chuck (321) so as to clamp the beam side plates (342) on two sides.

3. The beam wall quick-mounting and quick-dismounting beam structure convenient for beam bottom adjustment and positioning according to claim 2, wherein locking notch ridge beams are arranged between the clamping surface of the first clamping head (321) and the side surface of the beam side plate (342) on one side and between the clamping surface of the second clamping head (322) and the side surface of the beam side plate (342) on the other side, and anti-falling assemblies (324) hung on the locking notch ridge beams are further arranged on the clamping surfaces of the first clamping head (321) and the second clamping head (322).

4. The beam wall quick-mounting and early-dismounting beam structure convenient for beam bottom adjustment and positioning according to claim 3, wherein vertical mounting grooves are formed in one side, away from the first clamping head (321), of the first clamping head (321) and one side, away from the first clamping head (321), of the second clamping head (322), a plurality of mounting holes communicated with the mounting grooves are formed in the clamping surfaces of the first clamping head (321) and the second clamping head (322) in a linear manner from top to bottom, and anti-falling assemblies (324) are mounted in the mounting holes.