CN113107196A

CN113107196A - Beam, wall and plate combined quick-mounting early-dismounting structure

Info

Publication number: CN113107196A
Application number: CN202110413874.XA
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: 2021-07-13

Abstract

The invention discloses a beam, wall and plate combined fast-assembly early-disassembly structure, which comprises an early-disassembly top panel structure, a split fast-assembly wall surface structure and a fast-assembly early-disassembly beam wall structure which are mutually spliced, wherein the early-disassembly top panel structure, the split fast-assembly wall surface structure and the fast-assembly early-disassembly beam wall structure are respectively arranged into a split modular assembly structure, so that the convenient assembly and disassembly of each structure are realized, meanwhile, the convenient assembly and disassembly of the whole early-disassembly fast-assembly system are realized, and simultaneously, by arranging a male edge structure and a female edge structure which are mutually matched and assembled in a staggered manner, the joints between the templates are arranged in a staggered manner, and the slurry leakage is effectively avoided; the invention has the advantages of convenient and quick installation and removal, high construction efficiency, effective prevention of slurry leakage of seams, flexible and convenient assembly of each template structure, quick turnover utilization of early-removed materials and great saving of material cost.

Description

Beam, wall and plate combined quick-mounting early-dismounting structure

Technical Field

The invention belongs to the technical field of early-dismantling and quick-assembling systems in building template engineering, and particularly relates to a beam, wall and board combined quick-dismantling and early-dismantling structure.

Background

The fast-assembling early-dismantling structure generally comprises a beam wall structure, a top panel structure, a wall structure, the current aluminum mould, beam wall structure in the fast-assembling structure is dismantled early to aluminum frame mould etc., top panel structure, wall structure all has numerous components of a whole that can function independently constitutional units, and beam wall structure, top panel structure, the redundant complicacy of connection structure between each other of wall constitutional unit, cause the installation procedure many and pin interval must be controlled in 30cm in earlier stage and the use amount is huge and the later stage is dismantled extremely difficult and the potential safety hazard is many, the efficiency of construction is low, cause the discernment of connecting element to use the difficulty, beam wall structure simultaneously, top panel structure, after linking firmly between the wall structure, connection structure relatively fixed. And the factors such as production and manufacturing errors and construction errors of the beam wall structure, the top panel structure and the wall structure, too many times of turnover use and the like can cause that the splicing among the beam wall, the top panel and the wall body is not tight enough, and the edge joint part is scratched or the gap is larger and larger, so that the slurry leakage at the gap is more and more serious, the scratch is further deeper and larger, and the forming quality of the whole concrete structure is finally influenced.

The beam slab top of current aluminium mould aluminium frame mould holds in the palm all does not have the regulation locate function, can only lean on walking beam or board support pole setting to adjust the position of beam structure or board connection fossil fragments to lead to roof beam, board support pole setting out of plumb and the uncontrollable while of holding power, adjust the location and also can have great potential safety hazard, and this kind of construction and beam slab adjust the locate mode and be used for the layer height to exceed can have more serious potential safety hazard in the beam slab work progress of 3.6 meters. And the beam slab structure of traditional aluminium mould aluminium frame mould does not have main joist to support, support and do not have the connection horizontal pole between the pole setting, and the workman can only rely on operation bench etc. to carry out the construction of beam slab structure, and the low and very big construction potential safety hazard that exists of efficiency of construction, the punctiform after traditional aluminium mould aluminium frame mould bearing structure early tears open supports the finished product security quality to the beam slab structure and also can cause very big potential safety hazard.

Disclosure of Invention

The invention aims to provide a beam, wall and plate combined quick-assembly and early-disassembly structure.

The invention is realized by the following technical scheme:

a beam, wall and plate combined fast-assembly early-disassembly structure comprises an early-disassembly top panel structure, a split fast-assembly wall structure and a fast-assembly early-disassembly beam wall structure which are mutually spliced, wherein the early-disassembly top panel structure comprises at least two early-disassembly top panel components which are arranged in parallel, adjacent early-disassembly top panel components are mutually spliced or spliced through an early-disassembly strip-shaped supporting belt component, and the bottom of the early-disassembly strip-shaped supporting belt component is provided with a top panel keel supporting component for supporting the early-disassembly strip-shaped supporting belt component; the edge of the early-dismantling strip-shaped supporting belt assembly is a male edge structure of which the panel extends to the outer side of the frame, and the edge of the early-dismantling top panel assembly is a female edge structure of which the panel retracts to the inner side of the frame or a male edge structure of which the panel extends to the outer side of the frame;

the oppositely-pulling quick-installation wall surface structure comprises two oppositely-arranged shaping wall forms and oppositely-pulling fastening components which are installed by penetrating the shaping wall forms on two sides, and a wall concrete pouring area is formed between the shaping wall forms on the two sides; the shaping wall form comprises at least two wall form assemblies which are spliced with each other, and the edge of each wall form assembly is provided with a counter-pull channel for the counter-pull fastening assembly to pass through and be installed; the top of the wall surface template assembly is provided with a male edge floor template assembly which is flush with the early-dismantled top panel assembly, one side edge of the male edge floor template assembly, which is close to the early-dismantled top panel assembly, is a male edge structure of which the panel extends to the outer side of the frame, and the male edge floor template assembly is correspondingly spliced with the female edge structure of the edge of the early-dismantled top panel assembly through the male edge structure;

the fast-assembly early-dismantling beam wall structure comprises a beam supporting assembly and a beam bottom keel end fixing connecting piece movably mounted at the top of the beam supporting assembly, wherein a U-shaped beam structure template assembly is clamped and mounted at the top of the beam bottom keel end fixing connecting piece to form a beam concrete pouring area, a male edge structure spliced with a female edge structure at the edge of the early-dismantling top panel assembly is arranged on one side, close to the early-dismantling top panel assembly, of the top of the beam structure template assembly, and the beam concrete pouring area at the top of the beam structure template assembly is butted with a wall concrete pouring area between two side set wall molds.

Through early tear the panel structure of top open, split fast-assembling wall structure, the fast-assembling is torn early the assembling between the beam wall structure open, and then carries out the nimble concatenation between wall body, roof beam, the top connection panel according to actual building needs, can satisfy different building demands. Simultaneously, through early tear the top panel structure open, to drawing fast-assembling wall structure, the fast-assembling early tear supporting structure who tears the beam wall structure open relatively independent between, realize tearing the top panel structure open early, to drawing fast-assembling wall structure, the fast-assembling early tear the swift support and the position of beam wall structure open and adjust in a flexible way for the efficiency of construction promotes greatly, effectively guarantees the straightness that hangs down that supports simultaneously, has improved the security of work progress greatly. Simultaneously can be relatively independently after the concrete solidifies early tear top panel structure, to drawing fast-assembling wall structure, the early beam wall structure of tearing open of fast-assembling and connect soon and demolish, effectively promote the efficiency of construction, realize early tearing open convenient construction of wall body, roof beam, top connection panel. Early tear the panel structure of top open, to drawing fast-assembling wall structure, fast-assembling tear early open and splice through public limit structure and female limit structure between the beam wall structure, and then make face seam stagger with the frame seam, and then effectively avoid seam crossing to leak thick liquid, can effectively avoid producing the honeycomb pitted skin in seam crossing when the concrete solidifies, and then effectively guarantee the final shaping quality of top panel, wall body, roof beam.

In order to better realize the invention, the top panel keel supporting component comprises a top panel screw rod lifting component and a panel main keel tray arranged at the top of the top panel screw rod lifting component, and a strip-shaped supporting belt jacking support is movably clamped and arranged at the top of the panel main keel tray; a top panel main keel is arranged between the panel main keel tray and the strip-shaped supporting band top support; early tear strip back-up strip assembly is installed at the top of strip back-up strap top support, early tear top panel assembly off is installed at the top of top panel main joist.

In order to better realize the invention, the top panel keel supporting component comprises a top panel screw rod lifting component and a panel main keel tray arranged at the top of the top panel screw rod lifting component, wherein the top of the panel main keel tray is movably clamped with a panel main keel ear-shaped connecting piece, and the left side and the right side of the panel main keel ear-shaped connecting piece are symmetrically clamped with a top panel main keel; the top of panel main joist ear-shaped connecting piece clamps the bar support area secondary joist supporting seat, the top of bar support area secondary joist supporting seat is installed and is early torn open the bar and support the area of assembly, the top of top panel main joist is installed and is early torn open top panel assembly.

In order to better realize the invention, the strip-shaped supporting belt jacking comprises a jacking connecting piece, a panel main keel connecting piece and strip-shaped supporting belt supporting end plates, wherein the bottom of the jacking connecting piece is connected with the top of the panel main keel tray in a clamping manner, the strip-shaped supporting belt supporting end plates are arranged at the tops of the jacking connecting pieces, and the panel main keel connecting piece clamped with the end part of the top panel main keel is arranged between the bottom end surface of each strip-shaped supporting belt supporting end plate and the left side and the right side of the jacking connecting piece.

In order to better realize the invention, further, the front side and the rear side of the top of the strip-shaped supporting band supporting end plate are symmetrically provided with plate surface support lugs, and strip-shaped supporting band fixing components are mounted on the plate surface support lugs; the fixed subassembly of bar support area includes top connection panel fixing bolt, the fixed top of top connection panel, top connection panel fixing bolt runs through the screw thread and installs on the face journal stirrup, the one end of top connection panel fixing bolt passes the face journal stirrup and installs the fixed top of top connection panel.

In order to better implement the invention, further, the top connection panel assembly comprises a top connection panel and a top panel connection frame, wherein the edge of the top connection panel extends to the outer side of the edge of the top panel connection frame to form a male edge structure or the edge of the top connection panel retracts to the inner side of the edge of the top panel connection frame to form a female edge structure; two adjacent early roof panel structures of tearing open are spliced through the male edge structure and the female edge structure that match between.

In order to better realize the invention, the top panel screw rod lifting assembly comprises a top connecting panel lifting support screw rod, a top connecting panel lifting adjusting ring and a top connecting panel lifting adjusting rubber sleeve, wherein the top end of the top connecting panel lifting support screw rod upwards penetrates through the panel main keel tray and is clamped and connected with the bottom of the strip-shaped supporting belt jacking, the top connecting panel lifting adjusting ring is sleeved on one end, far away from the strip-shaped supporting belt jacking, of the top connecting panel lifting support screw rod, and the top connecting panel lifting adjusting rubber sleeve is arranged at the bottom of the top connecting panel lifting adjusting ring.

In order to better realize the invention, the wall surface template assembly comprises a wall surface template framework and a wall surface template arranged on one side of the wall surface template framework, the edge of the wall surface template extends to the outer side of the edge of the wall surface template framework to form a male edge structure or retracts to the inner side of the edge of the wall surface template framework to form a female edge structure matched and spliced with the male edge structure, a plurality of open screw grooves are linearly arranged on the edge of one side of the wall surface template framework corresponding to the female edge structure, and screw holes are arranged on the edge of the wall surface template corresponding to the open screw grooves; the top of wall template frame is provided with the public side floor template subassembly with the top amalgamation of wall template, public side floor template subassembly is close to the top of early tearing open top panel subassembly one side edge extend to the top edge outside of wall template frame and constitutes public limit structure.

Public limit floor template subassembly is including setting up the floor reentrant corner connecting piece in wall template frame top side and setting up the public limit reentrant corner template of floor at floor reentrant corner connecting piece top, floor reentrant corner connecting piece is connected with the side of early tearing open top panel subassembly, the public limit reentrant corner template's of floor edge extends to the edge outside of wall template frame and constitutes the public limit structure of the female limit structure concatenation with early tearing open top panel subassembly edge.

The wall form framework is provided with the reinforcement main edge along the horizontal direction on keeping away from one side of wall form, the bottom edge of waiting to pour the wall body of wall form framework is provided with footing reinforcement assembly.

In order to better realize the invention, a plurality of opening screw grooves for the opposite-pulling fastening components to pass through are linearly arranged on the edge of the wall formwork frame, screw holes for the opposite-pulling fastening components to pass through are arranged on the edge of the wall formwork corresponding to the opening screw grooves on the edge of the wall formwork frame, and the opening screw grooves and the screw holes correspondingly form opposite-pulling channels.

In order to better realize the invention, the wall surface template further comprises a transverse seam anti-leakage slurry reinforcing back ridge arranged corresponding to the transverse edges of the upper side and the lower side of the wall surface template, a plurality of opening screw grooves for the opposite-pulling fastening components to pass through are linearly arranged on the transverse seam anti-leakage slurry reinforcing back ridge along the transverse direction, and screw holes for the opposite-pulling fastening components to pass through are arranged on the transverse edges of the upper side and the lower side of the wall surface template corresponding to the opening screw grooves on the transverse seam anti-leakage slurry reinforcing back ridge.

In order to better realize the invention, a vertical plate surface is arranged between the vertical edges at the left side and the right side of the wall surface template along the vertical direction, and a reinforcing straight-through back ridge is arranged after the vertical plate surface is arranged; one end of the vertical joint female edge back edge or the vertical joint male edge back edge is provided with a plate surface connecting and mounting back edge along the vertical direction.

In order to better realize the invention, the footing reinforcing component comprises a footing L-shaped plate fixed at the bottom of the wall formwork and a plurality of footing adjusting pieces capable of sliding on the inner sides of the footing L-shaped plate, and the top of each footing adjusting piece is provided with a connecting part corresponding to the side face of the wall formwork in an attaching manner; one side of the vertical section of footing L shaped plate and one side laminating setting of wall template, be provided with flexible shutoff layer between the bottom of the horizontal segment of footing L shaped plate and the ground.

In order to better realize the invention, the split fastening component comprises a wall split screw, a conical rotary tower sleeve, a conical rotary tower plug and a mountain-shaped clamp fastening component, the wall split screw is installed by penetrating through split channels on the two side shaping wall moulds, the conical rotary tower sleeve and the conical rotary tower plug are sleeved on a rod section of the wall split screw between the two side shaping wall moulds, and the small end of the conical rotary tower sleeve and the small end of the conical rotary tower plug are both far away from the wall formwork and are arranged in a mutually abutting mode; one end of the wall surface opposite-pulling screw rod extending to the outer side of the shaping wall mold is provided with a mountain-shaped clamp fastening component for oppositely pulling and fastening the wall surface template.

In order to better realize the invention, the beam structure template assembly further comprises a beam bottom plate, beam side plates symmetrically arranged at two sides of the beam bottom plate, and a beam wall internal corner floor template arranged at the top of the beam side plates and used for being spliced with the early-dismantling top panel assembly, wherein the bottoms of the beam side plates at two sides extend to the lower side of the bottom end surface of the beam bottom plate and form a beam bottom groove clamped with the beam bottom keel end fixing connecting piece together with the beam bottom plate; the tops of the beam side plates on the two sides extend to the upper side of the top end face of the beam bottom plate and form a beam concrete pouring area together with the top end face of the beam bottom plate.

In order to better realize the invention, the structure further comprises a beam wall internal corner floor formwork supporting and connecting keel and a beam wall beam bottom clamping assembly, wherein the beam wall internal corner floor formwork supporting and connecting keel is arranged between the bottom end surface of the beam wall internal corner floor formwork and the side surface of the beam side plate, and the edge of one side of the beam wall internal corner floor formwork, which is far away from the beam side plate, extends to the outer side of the edge of the beam wall internal corner floor formwork supporting and connecting keel to form a male edge structure; the beam wall and beam bottom clamping assembly is arranged corresponding to the beam side plates on two sides of the beam bottom plate and used for clamping and fixing the beam side plates on the two sides towards the direction close to the beam bottom plate.

In order to better realize the invention, the beam wall and beam bottom clamping assembly comprises a first chuck, a second chuck, an adjusting assembly and a falling prevention assembly, wherein the first chuck and the second chuck are respectively arranged at two ends of the adjusting assembly corresponding to the beam side plates at two sides, 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 at 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 slurry leakage at the joint between the beam side plates and the beam bottom plate is effectively avoided.

In order to better realize the invention, the adjusting assembly further comprises a clamping adjusting screw and a clamping adjusting nut, one end of the clamping adjusting screw is connected with the bottom of the first chuck, the other end of the clamping adjusting screw 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 clamping adjusting nut, corresponding to the thread of the second chuck, is sleeved on the other end of the clamping adjusting screw, 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 supporting assembly comprises a beam supporting main keel, a beam top support supporting lifting screw rod assembly, a beam main keel tray arranged at the top of the beam top support supporting lifting screw rod assembly, a beam supporting connection top support arranged at the top of the beam main keel tray, and a beam positioning adjustment supporting top support arranged at the top of the beam supporting connection top support, wherein the top end of the beam top support supporting lifting screw rod assembly upwards penetrates through the beam main keel tray and is connected with the bottom of the beam supporting connection top support, and the beam supporting main keel is symmetrically clamped and installed between the beam supporting connection top support and the beam main keel tray; the top movable lock that the roof held in the palm is connected in the roof beam support has roof beam location to adjust and supports the top support, roof beam location is adjusted and is supported the top block that holds in the palm and install beam bottom fossil fragments end fixed connection spare.

In order to better realize the invention, the invention further comprises a beam power-assisted diagonal bracing assembly and a beam wall diagonal bracing assembly, wherein one end of the beam power-assisted diagonal bracing assembly is movably connected with the bottom of the beam support main keel, and the other end of the beam power-assisted diagonal bracing assembly and the end part of the beam support main keel are both provided with connecting fasteners; one end of the beam wall diagonal bracing assembly is movably connected with the top of the beam support main keel, and the other end of the beam wall diagonal bracing assembly is arranged corresponding to the side face of the beam structure template assembly.

In order to better realize the invention, the invention further comprises a beam bottom template fixing component arranged at the top of the beam positioning adjusting supporting jacking, wherein the beam bottom template fixing component comprises a beam wall template fixing bolt, a beam wall template fixing jacking head and mounting support lugs, the front side and the rear side of the top of the beam positioning adjusting supporting jacking are symmetrically provided with the mounting support lugs, the mounting support lugs at the front side and the rear side are provided with the beam wall template fixing bolt in a threaded manner, and the end part of the beam wall template fixing bolt is provided with the beam wall template fixing jacking head corresponding to the bottom of the beam bottom keel end fixing connecting piece.

In order to better realize the invention, locking devices are respectively arranged between the beam positioning adjusting supporting jacking waist-shaped hole on the beam wall U-shaped supporting piece and the connecting piece hole on the beam wall U-shaped connecting piece, and between the beam positioning adjusting supporting jacking connecting hole on the beam wall U-shaped supporting piece and the connecting piece waist-shaped hole on the beam wall U-shaped connecting piece.

Locking device is locking bolt, and locking bolt passes roof beam positioning adjustment support top support waist shape hole and connecting piece hole and roof beam positioning adjustment support top support connecting hole and connecting piece waist shape hole, realizes that roof beam positioning adjustment supports the top support and supports the lock installation in the roof beam supports the connection top support top outside, and locking bolt can support top support waist shape hole or connecting piece waist shape hole along roof beam positioning adjustment simultaneously and carry out the slip of certain limit, and then adjusts roof beam positioning adjustment support top support and support the convenient regulation of connecting top support top outside mounted position at the roof beam. After the position adjustment of the beam positioning adjustment support jacking is completed, a locking nut can be sleeved at the threaded end of the locking bolt and screwed down, so that the locking nut clamps the side wall of the beam positioning adjustment support jacking, and the beam positioning adjustment support jacking is fixed in position.

In order to better realize the invention, the beam supporting lifting screw component comprises a beam wall lifting supporting screw rod, a beam wall lifting adjusting ring and a beam wall lifting adjusting rubber sleeve, wherein the top end of the beam wall lifting supporting screw rod upwards penetrates through the beam main keel tray and is in threaded connection with the top of the beam supporting connecting jacking, one end, far away from the beam supporting connecting jacking, of the beam wall lifting supporting screw rod is sleeved with the beam wall lifting adjusting ring, and the bottom of the beam wall lifting adjusting ring is provided with the beam wall lifting adjusting rubber sleeve.

Compared with the prior art, the invention has the following advantages and beneficial effects:

(1) according to the invention, the early-dismantling top panel structure, the opposite-pulling fast-assembly wall surface structure and the fast-assembly early-dismantling beam wall structure are all set to be split type modular assembling structures, so that the relatively independent and convenient assembling of the early-dismantling top panel structure, the early-dismantling strip-shaped supporting belt assembly, the opposite-pulling fast-assembly wall surface structure and the fast-assembly early-dismantling beam wall structure is realized, meanwhile, the convenient connection among the early-dismantling top panel structure, the opposite-pulling fast-assembly wall surface structure, the early-dismantling strip-shaped supporting belt assembly and the fast-assembly early-dismantling beam wall structure is realized, and the construction and dismantling efficiency of the whole early-dismantling;

(2) according to the invention, the early-dismantling top panel structure and the oppositely-pulling quick-assembly wall structure are set to be structures with adjustable installation positions, so that the installation positions of the early-dismantling top panel structure, the early-dismantling strip-shaped supporting belt assembly and the oppositely-pulling quick-assembly wall structure can be flexibly adjusted during subsequent installation and connection, and the early-dismantling top panel structure, the early-dismantling strip-shaped supporting belt assembly, the oppositely-pulling quick-assembly wall structure and the quick-assembly early-dismantling beam wall structure are tightly spliced, so that the whole early-dismantling quick-assembly system structure is stable and slurry leakage from a splicing gap is avoided;

(3) according to the invention, the early-dismantling top panel structure, the early-dismantling strip-shaped supporting belt assembly, the opposite-pulling fast-assembly wall surface structure and the fast-assembly early-dismantling beam wall structure are all set in a mode that the male edge structure is matched and spliced with the female edge structure, so that splicing and installation are more convenient, and meanwhile, joints between the templates are staggered through the matching of the male edge structure and the female edge structure, thereby effectively avoiding slurry leakage at the joints and further effectively ensuring the forming quality after concrete is solidified.

Drawings

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

FIG. 2 is a schematic view of an early knock-down top panel structure;

FIG. 3 is a schematic view of a roof panel keel support assembly;

FIG. 4 is a schematic illustration of the disassembly and assembly of FIG. 3;

FIG. 5 is a schematic structural view of a strip-shaped supporting belt jacking;

FIG. 6 is a schematic view of the installation of the panel main runner ear connector;

FIG. 7 is a schematic assembly view of the early demolition top panel structure;

FIG. 8 is a seam schematic of an early tear top panel structure;

FIG. 9 is a schematic assembly view of an early disconnect strap assembly;

FIG. 10 is a schematic view of a counter-pulling quick-install wall structure;

FIG. 11 is a schematic view of the construction of the wall form assembly;

FIG. 12 is a schematic view of the assembly of wall forms and wall form frames;

FIG. 13 is a schematic view of the split wall form assembly;

FIG. 14 is a schematic structural view of a split wall form assembly;

FIG. 15 is a schematic view of the installation of the female edge back edge of the vertical joint and the male edge back edge of the vertical joint;

FIG. 16 is a schematic structural view of a counter pull fastener assembly;

FIG. 17 is a schematic structural view of a footing reinforcing member;

FIG. 18 is a schematic view of a quick-install early-break beam wall structure;

FIG. 19 is a schematic structural view of a beam support assembly;

FIG. 20 is a schematic illustration of the beam support assembly disassembled;

FIG. 21 is a schematic view of the installation of the beam assist diagonal bracing assembly;

fig. 22 is a schematic structural view of a beam bottom template fixing assembly;

fig. 23 is a schematic structural view of a beam wall and beam bottom clamping assembly.

Wherein: 1-early removal of the roof panel structure; 11-early dismount top panel assembly; 12-a top panel keel support assembly; 13-early dismantling the strip-shaped supporting belt assembly; 111-top connection panel; 112-a top panel connection frame; 121-top panel screw lifting assembly; 122-panel main joist tray; 123-supporting the strip-shaped supporting belt; 124-top panel main keel; 125-panel main keel ear-shaped connecting piece; 126-strip support band secondary joist support seats; 127-a strip support strap securing assembly; 131-strip support band panels; 132-a strip support band frame; 1231-jacking link; 1232-panel main runner attachment; 1233-strip support band support end plate; 1321-strip support strap secondary joist; 1322-L hinge.

2-oppositely pulling and quickly assembling the wall surface structure; 21-a wall form assembly; 22-a counter-pull fastening assembly; 23-reinforcing the main edge; 24-a footing reinforcing element; 25-public side floor formwork assembly; 211-wall form; 212-wall form frame; 221-wall surface opposite-pulling screw rods; 222-conical rotating tower casing; 223-conical rotating tower plug; 224-chevron card fastening assembly; 241-footing L-shaped plate; 242-a foot adjustment member; 243-flexible blocking layer; 244-toe wedge; 251-floor reentrant corner connectors; 252-floor male-side internal corner template; 2421-footing base block; 2422-footing fixing block; 2423-set screw hole;

3, quickly mounting and early dismounting the beam wall structure; 31-a beam support assembly; 32-beam wall beam bottom clamping assembly; 33-fixing a connecting piece at the bottom end of the beam; 34-a beam structure formwork assembly; 311-beam main keel pallet; 312-beam support connection jacking; 313-beam positioning adjustment supporting jacking; 314-beam supports the elevator screw assembly; 315-Beam support Main Keel; 316-beam bottom template fixing component; 317-beam power-assisted diagonal bracing components; 318-beam wall diagonal bracing assembly; 321-a first collet; 322-a second collet; 323-a regulating component; 324-a fall prevention assembly; 341-beam floor; 342-beam side plates; 343-beam wall internal corner floor formwork; 344-supporting and connecting keels for the internal corner floor formwork of the beam wall; 3161-fixing bolts for bottom beam formwork; 3162 fixing the top of the beam bottom template; 3163-mounting a support lug; 3171-assisting oblique supporting beam; 3172-assistant diagonal bracing connecting fastener; 3181-beam wall inclined support telescopic components; 3182 and connecting fasteners for inclined supports of beam walls.

0011-vertical joint mother edge back edge; 0012-vertical joint male edge back ridge; 0013-transverse joint leakage-proof slurry reinforcing back ridge; 0014-reinforcing the straight-through back ridge after the vertical plate surface is installed; 0015-the board surface is connected with a back ridge; 0001-opening screw groove; 0002-screw hole lacking.

Detailed Description

Example 1:

the beam, wall and plate combined fast-assembly early-disassembly structure comprises an early-disassembly top panel structure 1, a split fast-assembly wall structure 2 and a fast-assembly early-disassembly beam wall structure 3 which are mutually spliced, wherein the early-disassembly top panel structure 1 comprises at least two early-disassembly top panel assemblies 11 which are arranged in parallel, the adjacent early-disassembly top panel assemblies 11 are spliced through an early-disassembly strip-shaped supporting belt assembly 13, and the bottom of the early-disassembly strip-shaped supporting belt assembly 13 is provided with a top panel keel supporting assembly 12 for supporting the early-disassembly strip-shaped supporting belt assembly 13; the side edge of the early dismantle top panel assembly 11 distal from the early dismantle strap assembly 13 is a female edge structure where the panels retract to the inside of the frame.

The top panel early-dismantling support is carried out through the early-dismantling top panel structure 1, and top panel concrete is poured at the tops of the spliced early-dismantling top panel assembly 11 and the early-dismantling strip-shaped support band assembly 13 to form the building top panel structure. Through early tear top panel assembly 11 and early tear the concatenation of public limit structure and female limit structure between the strip support area subassembly 13 open, effectively prevent seam crossing and leak thick liquid, and then produce the honeycomb pitted surface at seam crossing when avoiding the concrete to solidify, guarantee the surface smoothness of building top panel.

The opposite-pulling fast-assembly wall surface structure 2 comprises two opposite-arranged shaping wall forms and opposite-pulling fastening components 22 which penetrate through the shaping wall forms on two sides and are installed, and a wall concrete pouring area is formed between the shaping wall forms on the two sides; the shaping wall form comprises at least two wall form assemblies 21 which are spliced with each other, and the edges of the wall form assemblies 21 are provided with opposite-pulling channels for the opposite-pulling fastening assemblies 22 to pass through and be installed; the top of wall template assembly 21 is provided with public limit floor template assembly 25 that flushes with early-dismantled top panel assembly 11, and public limit floor template assembly 25 is close to the public limit structure that a side edge of early-dismantled top panel assembly 11 extends to the frame outside for the panel, and public limit floor template assembly 25 corresponds the concatenation through public limit structure and the female limit structure at early-dismantled top panel assembly 11 edge.

A plurality of wall template components 21 can constitute the set wall mould through public limit structure and female limit structure concatenation, can be convenient high-efficient, then can pour the wall body concrete between the set wall mould of both sides. Simultaneously edge at wall template subassembly 21 is provided with the passageway of drawing to each other, realize drawing the convenient installation location of fastening components 22 between the both sides set wall mould, it is fixed to drawing to the set wall mould of both sides through drawing fastening components 22, effectively avoid concrete placement and follow-up concrete setting time to take place to warp, simultaneously to drawing fastening components 22's end cap to push up the wall template subassembly 21 of both sides tightly, make adjacent wall template subassembly 21 flush, avoid the platform staggering between the wall template subassembly 21, simultaneously splice through public limit structure and female limit structure between the adjacent wall template subassembly 21, effectively avoid seam crossing to leak thick liquid, and then avoid producing the honeycomb pitted skin in seam department, and then guarantee the roughness of the wall that finally takes shape. Meanwhile, the top of the wall surface template assembly 21 is spliced with the edge of the early-dismantled top panel assembly 11 through the male edge floor template assembly 25, convenient and efficient connection and transition of the wall body and the top panel are achieved, and the joint at the joint transition position of the wall body and the top panel cannot leak slurry due to splicing of the male edge structure and the female edge structure.

Fast-assembling early beam wall structure 3 of tearing open includes roof beam supporting component 31 and movable mounting at the beam bottom keel end fixed connection 33 at roof beam supporting component 31 top, the top block of beam bottom keel end fixed connection 33 installs the roof beam structure template subassembly 34 of U-shaped and constitutes the roof beam concrete placement region, one side that the top of roof beam structure template subassembly 34 is close to early roof beam structure panel subassembly 11 of tearing open is the public limit structure of splicing with the female limit structure at early roof beam structure panel subassembly 11 edge of tearing open, the butt joint of wall body concrete placement region between the roof beam concrete placement region at roof beam structure template subassembly 34 top and the both sides set wall mould is through public limit structure and female limit structure.

The top edge of the beam structure template assembly 34 is spliced with the female edge structure at the edge of the early-dismantled top panel assembly 11 through the male edge structure, so that convenient and efficient connection transition between a beam and a top panel is realized, slurry leakage is effectively prevented, and final forming quality is ensured; meanwhile, the end of the beam concrete pouring area formed by the beam structure template assembly 34 is matched with the female edge structure through the male edge structure to realize the end splicing of the wall concrete pouring area formed by the oppositely-pulled fast-assembled wall surface structure 2, so that the convenient and efficient transition between the beam and the wall surface is realized, the slurry leakage is effectively prevented, and the final forming quality is ensured.

Through the cooperation concatenation between the early roof panel structure 1 of tearing open through the aforesaid, to drawing fast-assembling wall structure 2, the fast-assembling is early torn open between the beam wall structure 3, high-efficient connection transition between roof panel, wall, the roof beam has been realized, when effectively guaranteeing final shaping quality, can adjust the shaping position of roof panel and roof beam in real time through roof panel fossil fragments supporting component 12 and roof beam supporting component 31 for it is more smooth-going inseparable to connect the transition between roof panel, wall, the roof beam. After top panel, wall, roof beam shaping, according to tear earlier open female limit structure and tear public limit structure's order open again, realize early tearing open of bearing structure, improved work efficiency greatly, avoid unnecessary part to drop simultaneously and cause danger.

Example 2:

the embodiment is further optimized on the basis of embodiment 1, as shown in fig. 2 to 4, the top panel keel supporting assembly 12 includes a top panel screw rod lifting assembly 121 and a panel main keel tray 122 installed on the top of the top panel screw rod lifting assembly 121, and a strip supporting belt jacking 123 is movably installed on the top of the panel main keel tray 122 in a clamping manner; a top panel main keel 124 is arranged between the panel main keel tray 122 and the strip-shaped supporting belt jacking 123; the early stripping strap assembly 13 is mounted on the top of the strap jacking 123 and the early stripping top panel assembly 11 is mounted on the top of the top panel main runner 124.

The panel main keel tray 122 is internally provided with a square jacking through hole along the vertical direction, the top end of the top panel screw rod lifting assembly 121 is inserted into the bottom of the square jacking through hole, and the supporting height of the whole top panel keel supporting assembly 12 is adjusted through the lifting of the top panel screw rod lifting assembly 121. The bottom that the strip supports area top support 123 extends to the top inboard and the activity joint that the square pushed up the support through-hole, realizes that the strip supports area top support 123 and carries out the rotation of certain angle at panel main joist tray 122's top along self axis, and then adjusts the strip and supports area top support 123 and at the beat angle at panel main joist tray 122 top. The space that supplies the tip of top panel main joist 124 to clamp or cartridge is reserved between strip support area top support 123 and panel main joist tray 122, realizes the convenient installation of top panel main joist 124, and the beat angle through adjusting strip support area top support 123 simultaneously realizes finely tuning top panel main joist 124 extending direction.

The top end face of the strip-shaped supporting band top support 123 and the top end face of the top panel main keel 124 are both used for supporting the early-dismantling top panel assembly 11, the bottom end face of the early-dismantling top panel assembly 11 is placed on the top end face of the strip-shaped supporting band top support 123 and the top end face of the top panel main keel 124, the early-dismantling top panel assembly 11 slides on the top end face of the strip-shaped supporting band top support 123 and the top end face of the top panel main keel 124 by a certain distance, and then the installation position of the early-dismantling top panel assembly 11 on the top end face of the strip-shaped supporting band top support 123 and the top end face of the top panel main keel 124 is adjusted. Even if there is a small error in the verticality of the support lifting assembly 121, the adjacent early-dismantled top panel assemblies 11 can be tightly spliced by the deflection angle of the strip-shaped support band jacking 123 and the sliding adjustment of the early-dismantled top panel assemblies 11 at the top of the strip-shaped support band jacking 123 and at the top of the top panel main keel 124.

Other parts of this embodiment are the same as embodiment 1, and thus are not described again.

Example 3:

the embodiment is further optimized on the basis of the embodiment 1 or 2, as shown in fig. 6, the top panel keel supporting component 12 includes a top panel screw rod lifting component 121 and a panel main keel tray 122 installed on the top of the top panel screw rod lifting component 121, the top of the panel main keel tray 122 is movably clamped with a panel main keel ear-shaped connecting component 125, and the left and right sides of the panel main keel ear-shaped connecting component 125 are symmetrically clamped with the top panel main keel 124; the top of panel main joist ear-shaped connecting piece 125 clamps strip-shaped supporting band secondary joist supporting seat 126, the top of strip-shaped supporting band secondary joist supporting seat 126 is provided with early-dismantling strip-shaped supporting band assembly 13, and the top of top panel main joist 124 is provided with early-dismantling top panel assembly 11.

The left and right sides of panel main joist ear-shaped connecting piece 125 is provided with the connection fixture block, and the tip of top panel main joist 124 is provided with the draw-in groove that connects soon with the mutual joint of connection fixture block, will connect the draw-in groove soon from last to down the suit on connecting the fixture block, can realize the convenient dismouting of top panel main joist 124 in panel main joist ear-shaped connecting piece 125 side, and then has promoted top panel bearing structure's efficiency of construction.

The top of panel main joist ear-shaped connecting piece 125 is provided with waist type groove, strip support area secondary joist supporting seat 126 is provided with the inserted block of slip cartridge in waist type groove, and then realize convenient installation and the position control at panel main joist ear-shaped connecting piece 125 top of strip support area secondary joist supporting seat 126, the secondary joist that strip support area secondary joist supporting seat 126 top corresponds early tear strip support area subassembly 13 bottom earlier is provided with the draw-in groove simultaneously, realize early tear strip support area subassembly 13 in the convenient erection site of strip support area secondary joist supporting seat 126. The early-dismantled roof panel assembly 11 is supported by the roof panel main runners 124 disposed on both sides of the panel main runner ear-shaped connecting member 125, which greatly improves the stability of the entire support structure.

The rest of this embodiment is the same as embodiment 1 or 2, and therefore, the description thereof is omitted.

Example 4:

the present embodiment is further optimized on the basis of any one of the above embodiments 1 to 3, as shown in fig. 5, the strip-shaped supporting strap top support 123 includes a top support connector 1231, a panel main keel connector 1232, and a strip-shaped supporting end plate 1233, the bottom of the top support connector 1231 is connected with the top of the panel main keel tray 122 in a clamping manner, the top of the top support connector 1231 is provided with the strip-shaped supporting end plate 1233, and a panel main keel connector 1232 clamped with the end of the top panel main keel 124 is provided between the bottom end surface of the strip-shaped supporting end plate 1233 and the left and right sides of the top support connector 1231.

The top support connecting piece 1231 is of a cylindrical structure, the bottom end of the top support connecting piece 1231 is movably inserted into the square top support through hole in the panel main keel tray 122, and the top support connecting piece 1231 can rotate at a certain angle along the axial direction. The top of the top support connector 1231 extends to the top end face of the panel main keel tray 122 and is provided with a strip support band supporting end plate 1233, the strip support band supporting end plate 1233 is parallel to the top end face of the panel main keel tray 122, and a space for inserting and installing the end of the top panel main keel 124 is formed between the top end face of the strip support band supporting end plate 1233 and the top end face of the panel main keel tray 122. Meanwhile, panel main keel connecting pieces 1232 are symmetrically arranged on the left side and the right side of the top support connecting piece 1231, and clamping grooves connected with the panel main keel connecting pieces 1232 in a clamping mode are formed in the end portions of the top panel main keels 124, so that the top panel main keels 124 can be conveniently installed.

Other parts of this embodiment are the same as any of embodiments 1 to 3, and thus are not described again.

Example 5:

this embodiment is further optimized on the basis of any one of the above embodiments 1 to 4, and as shown in fig. 3 to 5, strip-shaped support band fixing members 127 for fixing the early-dismantling strip-shaped support band assembly 13 are symmetrically provided on both front and rear sides of the top portion of the strip-shaped support band support end plate 1233.

Strip support area fixed subassembly 127 includes strip support area fixing bolt, strip support area fixed top, installation journal stirrup, and the bilateral symmetry is provided with the installation journal stirrup around the top of strip support area top support 123, and the strip support area fixing bolt is installed to the screw thread on the installation journal stirrup, and the strip support area fixing bolt's one end is passed the installation journal stirrup and is installed strip support area fixed top.

The ends of two adjacent early-dismantled top panel assemblies 11 are clamped and fixed through the strip-shaped supporting belt fixing assembly 127, so that the installation stability of the early-dismantled top panel assemblies 11 is effectively guaranteed. Meanwhile, the seam of two adjacent early-dismantled top panel assemblies 11 is positioned at the top of the top panel main keel 124 and is directly supported by the top panel main keel 124, so that the bearing capacity of the early-dismantled top panel assemblies 11 is effectively enhanced, the using amount of connecting pins between the adjacent early-dismantled top panel assemblies 11 can be greatly reduced, and the weight of a connecting structure between the early-dismantled top panel assemblies 11 is effectively reduced while the connecting strength between the early-dismantled top panel assemblies 11 is ensured.

Other parts of this embodiment are the same as any of embodiments 1 to 4, and thus are not described again.

Example 6:

this embodiment is further optimized on the basis of any of the above embodiments 1 to 5, and as shown in fig. 7 to 9, the early-disassembled top panel assembly 11 includes a top connection panel 111, a top panel connection frame 112, and the edge of the top panel 111 is extended to the outside of the edge of the top panel frame 112 to form a male edge structure or the edge of the top panel 111 is retracted to the inside of the edge of the top panel frame 112 to form a female edge structure.

The concatenation of public limit structure and female limit structure through the matching between the face plate assembly 11 of early tearing open adjacent, splice through public limit structure and female limit structure cooperation, not only can improve the concatenation efficiency between the face plate assembly 11 of early tearing open, make the seam between the adjacent face plate assembly 11 of early tearing open simultaneously stagger with the seam between the frame, and then leak thick liquid from the seam department when effectively avoiding follow-up concreting, effectively avoid producing the honeycomb pitted skin on the surface after the concrete sets, guarantee the roughness on concrete surface.

Other parts of this embodiment are the same as any of embodiments 1 to 5, and thus are not described again.

Example 7:

this embodiment is further optimized on the basis of any one of the above embodiments 1 to 6, and as shown in fig. 6 to 9, the early-dismantling strap support assembly 13 includes strap support panels 131 and strap support frames 132, and the edges of the strap support panels 131 extend to the outer sides of the edges of the strap support frames 132 to form a male edge structure.

The early-tear strip support strap assembly 13 is spliced to the female edge structure of the edge of the early-tear top panel assembly 11 by a male edge structure at the edge. The strip support band panel 131 is spliced with the top connection panel 111 to form a panel joint, and the strip support band frame 132 is spliced with the top panel connection frame 112 to form a frame joint.

Because the edge of the top connection panel 111 and the edge of the top panel connection frame 112 are arranged in a staggered manner, the edge of the strip support band panel 131 and the edge of the strip support band frame 132 are arranged in a staggered manner, and then the panel seam formed between the top connection panel 111 and the strip support band panel 131 is staggered with the frame seam formed between the top panel connection frame 112 and the strip support band frame 132, the panel seam is actually shielded by the top end surfaces of the top panel connection frame 112 and the strip support band frame 132, and the frame seam is actually shielded by the bottom end surfaces of the top connection panel 111 and the strip support band panel 131. And then effectively avoid leaking thick liquid from panel seam and frame seam department when follow-up concreting, effectively avoid the concrete to solidify the back and produce the honeycomb pitted surface at the surface, guarantee the roughness on concrete surface.

Further, as shown in fig. 6 and 9, the bar support band frame 132 includes a single bar support band sub-keel 1321 and L-shaped hinges 1322 disposed at both sides of the bar support band sub-keel 1321 in parallel, the bar support band sub-keel 1321 is disposed at a central position of the bottom of the bar support band panel 131, the L-shaped hinges 1322 are disposed at edge positions of the bottom of the bar support band panel 131, and edges of the bar support band panel 131 extend to outer sides of edges of the L-shaped hinges 1322 to form a male edge structure. The L-shaped hinges 1322 are joined to the top panel connecting frames 112 of the adjacent early roof panel assemblies 11, and at the same time, connecting holes are linearly and correspondingly formed in the L-shaped hinges 1322 and the top panel connecting frames 112, and connecting pins are disposed in the connecting holes, so that the L-shaped hinges 1322 and the top panel connecting frames 112 can be joined together.

Other parts of this embodiment are the same as any of embodiments 1 to 6, and thus are not described again.

Example 8:

this embodiment is further optimized on the basis of any one of above-mentioned embodiments 1-7, and top panel main joist 124 is integral top panel main joist, and integral top panel main joist is an integral keel structure, and the tip of integral top panel main joist is provided with the draw-in groove with panel main joist connector 1232 block, and integral top panel main joist bearing capacity is better, can support bigger load.

In another case, the top panel main joist 124 is a double-row link-type top panel main joist, the double-row link-type top panel main joist comprises two link-type main joists arranged in parallel and aligned, the two link-type main joists are connected with each other through a connecting rib or a connecting seat, and a space is reserved between the end parts of the two link-type main joists corresponding to the panel main joist connecting member 1232 to form a link-type slot engaged with the panel main joist connecting member 1232; the double-row connecting section type top panel main keel is better, convenient and quick to install.

Further, integral top panel main joist and the tip of double segmentation top panel main joist all are provided with the fossil fragments connecting hole that corresponds with the main joist via hole on panel main joist connecting piece 1232.

Furthermore, the integral top panel main keel is prepared from any one of bamboo, aluminum and steel; the double-row connecting section type top panel main keel is made of any one of bamboo, aluminum and steel.

Other parts of this embodiment are the same as any of embodiments 1 to 7, and thus are not described again.

Example 9:

a wall formwork structure based on a concealed sleeve convenient and fast assembly and opposite pulling comprises shaping wall formworks which are oppositely arranged corresponding to two side surfaces of a wall body to be poured and opposite pulling fastening components 22 which penetrate through the shaping wall formworks on the two sides, wherein the shaping wall formworks comprise at least two wall formwork components 21 which are spliced with each other, the wall form assembly 21 includes a wall form frame 212 and a wall form 211 provided at one side of the wall form frame 212, the edge of the wall form 211 extends to the outer side of the edge of the wall form frame 212 to form a male edge structure or retracts to the inner side of the edge of the wall form frame 212 to form a female edge structure matched and spliced with the male edge structure, a plurality of open screw grooves 0001 are linearly arranged on the edge of one side of the wall form frame 212 corresponding to the female edge structure, a screw hole 0002 is formed in the edge of the wall surface template 211 corresponding to the open screw groove 0001; the top of wall form framework 212 is provided with public side floor form assembly 25 with the top amalgamation of wall form 211, public side floor form assembly 25 is close to the edge of one side of early-dismantled top panel assembly 11 and extends to the top edge outside of wall form framework 212 and constitutes public limit structure.

The adjacent wall formwork assemblies 21 are spliced through the corresponding male edge structures and the corresponding female edge structures, namely the male edge structure in one of the wall formwork assemblies 21 is spliced with the female edge structure in the other wall formwork assembly 21. When public limit structure and female limit structure concatenation, correspond public limit structure and set up opening screw rod groove 0001 on wall template frame 212 edge and lack hole 0002 with the screw rod that corresponds female limit structure setting on wall template 211 edge and align to constitute the passageway of drawing that supplies to drawing fastening component 22 to pass, realize the convenient location installation of drawing fastening component 22.

Meanwhile, when the opposite-pull fastening assembly 22 is subsequently detached, the wall formwork structure can be sequentially detached only by detaching components except the hidden sleeve in the opposite-pull fastening assembly 22, then the hidden sleeve is knocked and taken out along the direction of the small end of the hidden sleeve towards the large end, the formwork detaching efficiency is greatly improved, and the opposite-pull fastening assembly 22 is easily taken out without affecting the attractiveness of the wall structure. Meanwhile, the plugs of the opposite-pulling fastening components 22 tightly push the wall templates 211 on the two sides of the concrete wall body and located around the joint, so that the wall templates 211 around the joint are kept flush, the occurrence of slab staggering of the adjacent wall templates 211 is effectively avoided, and the surface flatness of the solidified concrete wall body is further ensured.

The edge of wall template 211 is parallel but not the alignment setting with the edge of wall template frame, and the edge of wall template 211 extends to the edge outside of wall template frame and constitutes public limit structure, and the edge of wall template 211 is retracted to the edge inboard of wall template frame and is constituted female limit structure, and the extension distance of wall template 211 slightly is greater than the retraction distance of wall template 211, and the extension distance equals approximately 3 mm.

When adjacent wall units are spliced with each other, the male edge structure of one wall unit and the female edge structure of the other wall unit can be spliced. The edge of two adjacent wall formworks 211 amalgamates each other, because the edge of wall formworks 211 and the crisscross setting in edge of wall formworks frame, consequently, the crisscross setting in seam between the seam between two adjacent wall formworks frames and the seam between two adjacent wall formworks 211, actually constitute the structure that the seam between adjacent wall formworks 211 was sheltered from to wall formworks frame, and then take place to leak thick liquid from the seam between the wall formworks 211 when avoiding concreting between the setting wall mould of both sides, and then avoid concrete wall to produce the honeycomb pitted skin in the seam department between wall formworks 211 after solidifying, guarantee the roughness of concrete wall surface solidification back surface, avoid the follow-up operation of plastering.

The top of the wall surface template framework 212 is spliced with the female edge structure at the edge of the early-dismantled top panel assembly 11 through the male edge structure formed by the male edge floor template assembly 25, so that the connection transition between the wall body and the top panel is realized, the slurry leakage is effectively avoided, and the forming quality of the transition part is ensured.

Further, an opening screw groove is formed in the edge of the wall formwork frame 212, a screw hole is formed in the edge of the wall formwork 211, corresponding to the opening screw groove in the wall formwork frame 212, and an opposite-pulling channel for conveniently installing and positioning the opposite-pulling fastening assembly 22 is formed by the opening screw groove and the screw hole.

Example 10:

this embodiment is further optimized based on any of the above embodiments 1-8, as shown in fig. 11, 14, and 15, the male-side floor form assembly 25 includes a floor inside corner connector 251 disposed on the top side of the wall form frame 212 and a floor male-side inside corner form 252 disposed on the top of the floor inside corner connector 251, the floor inside corner connector 251 is connected to the side of the early-dismantling top panel assembly 11, and the edge of the floor male-side inside corner form 252 extends to the outside of the edge of the wall form frame 212 to form a male-side structure spliced with the female-side structure of the edge of the early-dismantling top panel assembly 11.

The connecting holes are correspondingly formed in the side face of the floor internal corner connecting piece 251 corresponding to the early-dismantling top panel assembly 11, connecting pins are inserted between the corresponding connecting holes, the connecting structure is simplified, the convenient and stable connection between the wall formwork frame 212 and the early-dismantling top panel assembly 11 can be realized, and the connecting construction efficiency of the wall body and the top panel is improved. Meanwhile, the male floor internal corner template 252 arranged at the top of the female floor internal corner connecting piece 251 forms a male edge structure which is spliced with the female edge structure at the edge of the early-dismantling top panel assembly 11, so that the connection transition of the wall body and the top panel is realized, the slurry leakage at the transition part is effectively avoided, and the final forming quality is ensured.

Other parts of this embodiment are the same as any of embodiments 1 to 8, and thus are not described again.

Example 11:

this embodiment is further optimized on the basis of any one of the embodiments 1 to 9, as shown in fig. 10 and 13, a reinforcing main ridge 23 is provided on one side of the wall form frame away from the wall form along the horizontal direction, and a footing reinforcing component 24 is provided on the bottom of the wall form frame along the bottom edge of the wall to be poured.

The opposite-pulling channel on the reinforced main rib 23 corresponding to the wall formwork framework 212 is provided with an opposite-pulling hole for the opposite-pulling fastening component 22 to pass through, after the setting wall formwork on two sides is installed on the side corresponding to the concrete wall, the reinforced main rib 23 can be installed on one side of the wall formwork framework 212 far away from the wall formwork 211, and the reinforced main rib 23 is synchronously tensioned through the opposite-pulling fastening component 22, so that the opposite-pulling fixation of the whole setting wall formwork is realized. Through reinforcing main stupefied 23 can be with a plurality of wall form frame 212 synchronous connection, and then promote the steadiness of whole shaped wall mould. Footing reinforcing assembly 24 is used to block the joint between wall form 211 and the ground and to reinforce wall form 211 while avoiding slurry leakage.

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

Example 12:

this embodiment is further optimized based on any one of the above embodiments 1 to 10, as shown in fig. 11 and 12, the wall form frame 212 is a rectangular integral square frame, the wall form 211 is installed on one side of the integral square frame to form a wall unit, and the edge of the integral square frame and the edge of the wall form 211 are staggered to form a male edge structure or a female edge structure. Integral square frame possesses sufficient intensity and supports wall form 211, and adjacent integral square frame passes through the connecting pin and connects, because integral square frame itself possesses sufficient intensity, the interval of the connecting pin between consequently adjacent integral square frame can increase, and then reduces the quantity of connecting pin, effectively lightens connection structure's weight when guaranteeing the joint strength between the integral square frame.

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

Example 13:

this embodiment is further optimized on the basis of any of the above embodiments 1 to 12, and as shown in fig. 13 to 15, the wall form frame 212 is a split frame, and the split frame includes a female edge back ridge 0011 of a vertical joint and a male edge back ridge 0012 of the vertical joint; vertical edges of the left side and the right side of the wall surface template 211 are respectively provided with a vertical joint female edge back edge 0011 or a vertical joint male edge back edge 0012 along the vertical direction, the edge of the wall surface template 211 retracts to the inner side of the edge of the vertical joint female edge back edge 0011 to form a female edge structure, the edge of the wall surface template 211 extends to the outer side of the edge of the vertical joint male edge back edge 0012 to form a male edge structure which is matched and spliced with the female edge structure, the distance from the wall surface template 211 retracting to the inner side of the vertical joint female edge back edge 0011 is slightly smaller than the distance from the wall surface template 211 to the outer side of the vertical joint male edge back edge 0012, and the extension and retraction distance difference is equal to 3 mm; the last edge of the female limit back of the body stupefied 0011 of perpendicular seam is the opening screw rod groove that the linearity was provided with a plurality of confessions and passed to drawing fastening component 22, and the opening screw rod groove that the both sides edge of wall template 211 corresponds on the female limit back of the body stupefied 0011 of perpendicular seam is provided with the screw rod that the arch passed to drawing fastening component 22 and lacks the hole.

The splicing end face of the vertical joint male edge back edge 0012 of one wall surface template 211 and the splicing end face of the vertical joint female edge back edge 0011 of the other wall surface template 211 are mutually spliced, and therefore convenient splicing between two adjacent wall surface templates 211 is achieved. A plurality of opening screw grooves are linearly arranged on the vertical joint female edge back ridge 0011. An opening screw groove in the edge of the vertical edge of the wall surface template 211, which corresponds to the back edge 0011 of the female edge of the vertical joint, is provided with a screw hole.

When splicing two adjacent wall templates 211, aligning and splicing the vertical edges of the two wall templates 211, splicing screw holes on the vertical edges of the two wall templates 211 to form a split channel for a wall split screw 221 to pass through; simultaneously the concatenation terminal surface of the stupefied 0012 of the public limit back of the body of the perpendicular seam public limit of a wall template 211 perpendicular limit department and another wall template 211 perpendicular limit department the stupefied 0011's of the female limit back of the body of the perpendicular seam concatenation terminal surface each other amalgamation, the stupefied 0011 of the female limit back of the body of the perpendicular seam shelters from the perpendicular seam between two wall templates 211 this moment, follow-up leaking the thick liquid from perpendicular seam department when pouring concrete between wall templates 211 effectively avoids, and then guarantee the surface smoothness after follow-up concrete setting, avoid carrying out follow-up plastering operation.

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

Example 14:

this embodiment is further optimized on the basis of any one of the above embodiments 1 to 13, as shown in fig. 14 and fig. 15, the split frame further includes a horizontal joint grout leakage prevention reinforcing back ridge 0013 disposed corresponding to the horizontal edges of the upper and lower sides of the wall surface formwork 211, a plurality of open screw grooves for the opposite-pulling fastening components 22 to pass through are linearly disposed on the horizontal joint grout leakage prevention reinforcing back ridge 0013 along the horizontal direction, and screw holes for the opposite-pulling fastening components 22 to pass through are disposed on the horizontal edges of the upper and lower sides of the wall surface formwork 211 corresponding to the open screw grooves on the horizontal joint grout leakage prevention reinforcing back ridge 0013.

The horizontal limit amalgamation between two adjacent wall templates 211 constitutes horizontal seam, then corresponds horizontal seam setting horizontal seam leak protection thick liquid reinforcement back of the body stupefied 0013, and horizontal seam leak protection thick liquid reinforcement back of the body stupefied 0013 strides across horizontal seam setting, and horizontal seam leak protection thick liquid reinforcement back of the body stupefied 0013 shelters from horizontal seam completely promptly, avoids horizontal seam department to leak thick liquid, effectively guarantees the surface smoothness of horizontal seam department after the concrete sets, avoids the follow-up operation of plastering.

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

Example 15:

this embodiment is further optimized on the basis of any one of embodiments 1 to 14, and as shown in fig. 14 and 15, the area between the vertical edges on the left and right sides of the wall form 211 is provided with a vertical plate surface rear-mounted reinforcing straight-through back ridge 0014 in the vertical direction; the stupefied 0015 of the installation back of the body is provided with the face along vertical direction in the one end of the stupefied 0011 of the female limit back of the body of the perpendicular seam or the stupefied 0012 of the public limit back of the body of the perpendicular seam, and the stupefied 0015 of the installation back of the body is used for further the wall template 211 of joint support upside or downside is connected to the face.

The vertical plate surface after-loading reinforced straight-through back ridge 0014 is arranged between the vertical edges of the left side and the right side of the wall formwork 211 along the vertical direction, and is parallel to the vertical joint female edge back ridge 0011 and the vertical joint male edge back ridge 0012, one side of the vertical plate surface after-loading reinforced straight-through back ridge 0014 is linearly provided with a plurality of connecting hinges along the vertical direction, and the vertical plate surface after-loading reinforced straight-through back ridge 0014 is fixedly installed on the surface of the wall formwork 211 through the connecting hinges and is used for directly supporting and reinforcing the wall formwork 211.

The top of wall template 211 is along transversely being provided with floor reentrant corner connecting piece 251, the both ends of floor reentrant corner connecting piece 251 are provided with respectively and supply to erect the stupefied 0011's of the female limit of seam back of the body end and erect the stupefied slot of the stupefied 0012's of the public limit back of the body end male of seam back of the body end male, constitute and supply to erect the stupefied 0011's of the female limit of seam back of the body top and erect the stupefied 0012's of the public limit back of the body convenient male inserted cartridge's in top space of seam back of the body top, be used for fixing spacingly to the stupefied 0011 top of the female limit of the perpendicular seam back of the body and erect the stupefied 0012 top of.

The bottom of the floor internal corner connector 251 is provided with a convex edge, and the end of a vertical plate surface on one side of the wall surface template 211, which is provided with a reinforcing straight-through back ridge 0014, is provided with a convex edge slot which is inserted with the convex edge at the bottom of the floor internal corner connector 251. Through inserting the bead into the bead slot, and then realize that the bottom of floor reentrant corner connecting piece 251 and the convenient connection between the straight-through back of the body arris 0014 top of the back of the body of the back of.

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

Example 16:

the embodiment is further optimized on the basis of any one of embodiments 1 to 15, as shown in 15, a transverse seam leakage-proof slurry reinforcing back ridge 0013 is transversely arranged at the upper side edge or the lower side edge of the wall surface formwork 211, if the top of the wall surface formwork 211 needs to be provided with the floor inside corner connecting piece 214, the transverse seam leakage-proof slurry reinforcing back ridge 0013 is not arranged at the top of the wall surface formwork 211, and one side of the transverse seam leakage-proof slurry reinforcing back ridge 0013 extends to the outer side of the upper side edge or the lower side edge of the current wall surface formwork 211; a plurality of open screw grooves 0001 and openings for penetrating through the vertical plate surface post-installed reinforced straight-through back ridges 0014 are transversely and linearly arranged on the horizontal joint leakage-proof reinforced back ridges 0013, the open screw grooves 0001 are U-shaped, and the depth of the open screw grooves 0001 is larger than the diameter of a counter-pull screw required to penetrate through; the upper and lower both sides edges of wall template 211 correspond horizontal seam leak protection thick liquid and consolidate the opening screw rod groove 0001 on the stupefied 0013 of back and be provided with screw rod and lack hole 0002.

Meanwhile, screw rod holes 0002 are formed in the open screw rod grooves 0001 of the reinforcing back ridges 0013 linearly corresponding to the transverse joint seam leakage-proof on the transverse edges of the upper side and the lower side of the wall surface template 211, and if the screw rod holes 0002 are located between two end points of the transverse edges, the screw rod holes 0002 are half round holes; if the screw rod hole 0002 is located at the intersection point of the transverse edge and the vertical edge, the screw rod hole 0002 is a quarter of a circular hole. The screw rod on the horizontal limit of two adjacent wall formworks 211 lacks hole 0002 amalgamation and forms the screw rod round hole that supplies the screw rod installation, then the plug-in mounting is to drawing the screw rod in opening screw rod groove 0001 and screw rod round hole, can realize carrying out to drawing the fastening to the wall formworks 211 of wall body both sides. Meanwhile, the wall templates 211 on two sides of the transverse joint are tightly jacked by the blind sleeve plugs of the opposite-pulling screw rods, the two adjacent wall templates 211 are effectively prevented from staggering, and the surface flatness of the solidified follow-up poured concrete is effectively guaranteed.

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

Example 17:

this embodiment is further optimized based on any of the above embodiments 1-16, as shown in fig. 17, the footing reinforcing member 24 includes a footing L-shaped plate 241 fixed to the bottom of the outer side of the wall form, and a plurality of footing adjusting members 242 capable of sliding inside the footing L-shaped plate 241; one side of the outer side of the footing L-shaped plate 241 is tightly attached to a wall template, the other side is provided with a flexible plugging layer 243, and the flexible plugging layer 243 is tightly attached to the ground; the footing adjusting element 242 comprises a footing base block 2421 arranged on the inner side of the footing L-shaped plate 241 and a footing fixing block 2422 arranged above the footing L-shaped plate 241, the footing fixing block 2422 is further provided with a plurality of fixing screw holes 2423, and fastening bolts fixed with wall formworks can be installed in the fixing screw holes 2423, so that the footing adjusting element 242 is fixed with the wall formworks; a plurality of footing wedges 244 are further arranged on the footing L-shaped plates 241, the footing wedges 244 can be padded at the lower portions of the footing base blocks 2421 in the footing adjusting pieces 242 to adjust the heights of the footing adjusting pieces 242, and then the heights of the wall templates fixed by the footing fixing blocks 2422 in the footing adjusting pieces 242 are adjusted.

The concrete implementation mode is that a footing L-shaped plate 241 with a suitable length is selected according to the length of the wall formwork, and then the footing L-shaped plate 241 is attached to the lower portion of the wall formwork. Then, according to the condition that the wall formwork needs to be fixed, a proper number of foot adjusting pieces 242 are selected to be arranged on the inner side of the L-shaped plate. The bottom foot adjusting piece 242 consists of a bottom foot base block 2421 at the lower part and a bottom foot fixing block 2422 at the upper part and can be just clamped at one side of the L-shaped plate attached to the wall; a fixing screw hole 2423 is formed in the footing fixing block 2422 of the footing adjusting element 242, and a fastening bolt fixed with the wall form can be installed in the fixing screw hole 2423, so that the footing adjusting element 242 is fixed with the wall form. The lower part of footing L shaped plate 241 is provided with flexible shutoff layer 243, and when footing L shaped plate 241 and wall body template lower part laminating, flexible shutoff layer 243 just can carry out the shutoff with the gap of wall body template lower part, when avoiding concreting, takes place to leak thick liquid.

When the ground is uneven, a toe wedge 244 may be further installed at a lower portion of the toe base block 2421 of the toe adjusting part 242, and the height of the toe adjusting part 242 may be adjusted by the toe wedge 244, thereby adjusting the height of the wall form fixed by the toe fixing block 2422 of the toe adjusting part 242.

When the wall formwork is detached, after the fastening bolts between the footing L-shaped plates 241 and the concrete ground are detached by the electric tool, the bottom of the wall formwork is integrally moved, and after the footing L-shaped plates 241 are loosened, the wall formwork is separated from the footing L-shaped plates 241 and then sequentially detached.

Other parts of this embodiment are the same as any of embodiments 1 to 16, and thus are not described again.

Example 18:

in this embodiment, a further optimization is performed on the basis of any one of the embodiments 1 to 17, as shown in fig. 16, the counter-pull fastening component 22 includes a wall surface counter-pull screw 221, a conical rotating tower casing 222, a conical rotating tower plug 223, and a mountain-shaped clamp fastening component 224, the wall surface counter-pull screw 221 is installed through a counter-pull channel on the two side shaping wall forms, a conical rotating tower casing 222 and a conical rotating tower plug 223 are sleeved on a rod section of the wall surface counter-pull screw 221 located between the two side shaping wall forms, and a small end of the conical rotating tower casing 222 and a small end of the conical rotating tower plug 223 are both far away from the wall surface form 211 and are arranged in a mutually abutting manner; the end of the wall surface opposite-pulling screw rod 221 extending to the outer side of the shaping wall form is provided with a mountain-shaped clamp fastening component 224 for oppositely pulling and fastening the wall surface form 211.

The wall is to drawing screw rod 221 and penetrating and extending to the screw rod that the screw rod lacks the hole that the wall template 211 edge lacks the hole that the opening screw rod groove of the wall template frame edge in the opposite side setting wall mould and the screw rod that the wall template 211 edge lacked the hole that the wall frame edge in the opposite side setting wall mould was followed, realizes the location installation between the both sides setting wall mould. Meanwhile, a conical rotary tower sleeve 222 and a conical rotary tower plug 223 are sleeved on a rod section of the wall surface opposite-pulling screw 221 between the wall surface templates 211 on the two sides, the large end of the conical rotary tower sleeve 222 and the large end of the conical rotary tower plug 223 are respectively attached to the wall surface templates 211 on the two sides, the small end of the conical rotary tower sleeve 222 and the small end of the conical rotary tower plug 223 are far away from the wall surface templates 211, and the small end of the conical rotary tower sleeve 222 and the small end of the conical rotary tower plug 223 are spliced and abutted with each other. Wall is to drawing screw rod 221's both ends respectively from the wall form frame edge of both sides to drawing the passageway extend to the outside of wall form frame and the cover is equipped with chevron card fastening component 224, chevron card fastening component 224 through both sides is taut wall is to drawing screw rod 221, and then the realization is to drawing the fastening to the wall form 211 of both sides, the wall form 211 top tight with both sides respectively is revolved the main aspects of tower end cap 223 to the cone of the big end of tower sleeve pipe 222 and cone simultaneously, make wall form 211 around the seam keep flushing, effectively prevent that wall form 211 around the seam from taking place the wrong platform, and then guarantee the surface smoothness after the concrete wall body solidifies.

Other parts of this embodiment are the same as any of embodiments 1 to 17, and thus are not described again.

Example 19:

the embodiment is further optimized on the basis of any one of the above embodiments 1 to 18, as shown in fig. 18, the fast-assembly and early-disassembly beam-wall structure 3 includes a beam support assembly 31, a beam bottom keel end fixing connector 33, and a beam structure template assembly 34, the top of the beam support assembly 31 is snap-fitted with the beam bottom keel end fixing connector 33, the beam structure template assembly 34 includes a beam wall base plate 341, beam wall side plates 342 symmetrically disposed at two sides of the beam wall base plate 341, and a beam wall internal corner floor template 343 disposed at the top of the beam wall side plates 342 and used for being spliced with the early-disassembly top panel assembly 11, and the bottoms of the beam wall side plates 342 at two sides extend to the lower side of the bottom end face of the beam wall base plate 341 and form a beam bottom groove clamped with the beam bottom support 33 together with the beam wall base plate; the tops of the beam wall side plates 342 on the two sides extend to the upper side of the top end surface of the beam wall bottom plate 341 and form a beam concrete pouring area together with the top end surface of the beam wall bottom plate 341.

The top of roof beam supporting component 31 is provided with the recess that supplies the fixed connecting piece 33 lock installation of roof beam end keel, realizes the swift location and the installation at roof beam supporting component 31 top of roof beam end keel fixed connecting piece 33. Meanwhile, the beam side plates 342 are symmetrically arranged on the left side and the right side of the beam bottom plate 341 in an assembled manner, an H-shaped structure is formed between the beam side plates 342 on the two sides and the beam bottom plate 341, that is, the bottoms of the beam side plates 342 on the left side and the right side extend to below the bottom end face of the beam bottom plate 341 and form a beam bottom groove fastened with the top of the beam bottom keel end fixing connecting piece 33, and the tops of the beam side plates 342 on the left side and the right side extend to above the top end face of the beam bottom plate 341 and form a beam wall pouring groove for pouring concrete. Through the lock installation between roof beam bottom recess and the roof beam bottom fossil fragments end fixed connection piece 33 top, realize that whole beam structure template subassembly 34 supports the concrete through the roof beam wall pouring recess that constitutes between roof beam curb plate 342 and the roof beam bottom plate 341 simultaneously at the convenient location installation at roof beam bottom fossil fragments end fixed connection piece 33 top, effectively moulding the concrete. Meanwhile, the strip-shaped beam structure template assembly 34 can effectively prevent concrete load from being concentrated at one point, further effectively prevent concrete from cracking or sinking, and effectively ensure the quality of the solidified concrete into a beam and the safety in the construction process.

Meanwhile, horizontal beam wall internal corner floor templates 343 are arranged at the tops of the beam side plates 342 on the left side and the right side, and one end, close to the inner side faces of the beam side plates 342, of the beam wall internal corner floor templates 343 is flush with the inner side faces of the beam side plates 342, so that concrete shaping is not influenced; the other end of the beam wall reentrant corner floor template 343 extends to the outside of the beam side plate 342 and is used for being spliced with the top connection panel assembly, so that the rapid transition splicing between the beam wall and the top connection panel is realized.

Other parts of this embodiment are the same as any of embodiments 1 to 18, and thus are not described again.

Example 20:

this embodiment is further optimized on the basis of any one of the above embodiments 1 to 19, and as shown in fig. 18, further includes a beam wall internal corner floor formwork support connection keel 344, the beam wall internal corner floor formwork support connection keel 344 is disposed between the bottom end surface of the beam wall internal corner floor formwork 343 and the side surface of the beam side plate 342, and one side edge of the beam wall internal corner floor formwork 343 away from the beam side plate 342 extends to the outside of the edge of the beam wall internal corner floor formwork support connection keel 344 to form a male edge structure matched and spliced with the female edge structure at the edge of the early-dismantled top panel assembly 11, so that the beam wall structure and the top connection panel structure can be spliced conveniently by splicing the male edge structure and the female edge structure, and the beam wall internal corner floor formwork 343 and the top connection panel 111 can be spliced to form a panel surface seam, the beam wall internal corner floor formwork support connection keel 344 and the top panel connection frame 112 can be spliced to form a frame seam, face seam sets up with the frame joint is crisscross for when the concrete is pour at the top of roof beam structure template subassembly 34 and top connection face plate subassembly, effectively avoid leaking the thick liquid from the seam, and then guarantee the surface smoothness after the concrete solidifies, avoid producing the honeycomb pitted skin in seam department, avoided carrying out follow-up operation of plastering.

The supporting and connecting keel 344 is used for supporting and reinforcing the beam wall internal corner floor formwork 343 and the beam side plate 342, and prevents the beam side plate 342 from displacing and deforming under the action force of concrete expansion.

Other parts of this embodiment are the same as any of embodiments 1 to 19 described above, and therefore, description thereof is omitted.

Example 21:

the present embodiment is further optimized on the basis of any one of the foregoing embodiments 1 to 20, as shown in fig. 19 to 22, the beam support assembly 31 includes a beam support main keel 315, a beam support elevator screw assembly 314, a beam main keel tray 311 disposed on the top of the beam support elevator screw assembly 314, a beam support connection top bracket 312 disposed on the top of the beam main keel tray 311, and a beam positioning adjustment support top bracket 313 slidably disposed on the top of the beam support connection top bracket 312, wherein the top end of the beam support elevator screw assembly 314 upwardly penetrates through the beam main keel tray 311 and is connected with the bottom of the beam support connection top bracket 312, and the beam support main keels 315 are symmetrically installed between the beam support connection top bracket 312 and the beam main keel tray 311 in a left-right snap-fit manner; the top of the beam support connecting top support 312 is movably buckled with a beam positioning adjusting supporting top support 313, and the top of the beam positioning adjusting supporting top support 313 is clamped with a beam bottom keel end fixing connecting piece 33.

The top end of the beam wall lifting support component 314 upwards passes through the threaded hole or the insertion through hole inside the beam main keel tray 311, continues to extend upwards and is connected with the bottom of the beam support connecting top support 312, and meanwhile, the beam support connecting top support 312 is installed at the top of the beam main keel tray 311 in a buckling mode. And a space for the beam support main keel 315 to be inserted is formed between the left side and the right side of the beam support connecting top support 312 and the left side and the right side of the top of the beam main keel tray 311, so that the beam support main keel 315 can be conveniently installed. The other end of the main joist 315 is provided with a connecting fastener, and the connecting fastener is connected with the adjacent vertical supporting rods of the beam support or the vertical supporting rods of the plate support to form an integral structure, so that the stability and the supporting force of the beam wall supporting structure are greatly improved.

The beam positioning adjustment supporting top support 313 is used for directly supporting the beam bottom keel end fixing connecting piece 33, a clamping groove which is equal to or slightly larger than the width of the bottom of the beam bottom keel end fixing connecting piece 33 is arranged at the top of the beam positioning adjustment supporting top support 313, so that the beam bottom keel end fixing connecting piece 33 can be quickly positioned and installed, and the installation and construction efficiency is improved. The roof beam location is adjusted and is supported top support 313 and roof beam and support and be connected the relative slip that can carry out the certain distance between the top support 312, realize adjusting roof beam location and adjust the mounted position that supports top support 313 and support at the roof beam and connect top support 312 top, finally realize adjusting the mounted position of beam structure template subassembly 34, make beam structure template subassembly 34 inseparabler with early tear the amalgamation between the top panel subassembly 11 open, can effectively solve the problem that there is the concatenation clearance between the roof beam structure template subassembly 34 that manual installation or the straightness error of the straightness that hangs down of roof beam supporting component 31 itself caused and early tear the top panel subassembly 11 open.

Other parts of this embodiment are the same as any of embodiments 1 to 20 described above, and thus are not described again.

Example 22:

this embodiment is further optimized on the basis of any one of the above embodiments 1 to 21, as shown in fig. 19 and 20, the other end of the main beam supporting keel 315 is a connecting 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 connecting fastener is a connecting wedge block inserted between the insertion openings at two sides, and the adjacent vertical beam supporting rod or vertical plate supporting rod is limited inside the U-shaped groove by the connecting wedge block, so that the convenient connection between the main beam supporting keel 315 and the adjacent vertical beam supporting rod or vertical plate supporting rod is realized.

The other end of the main joist 315 is a connecting end and is provided with a connecting lug, the connecting lug is provided with a connecting pin along the vertical direction in an inserting manner, the connecting fastener is a hoop hinged with the connecting pin, and the hoop is used for directly holding and clamping adjacent beam supporting upright rods or plate supporting upright rods.

Through the connecting structure, the beam supporting main keel 315 is quickly connected with the adjacent supporting structure, the construction efficiency of the whole supporting system is greatly improved, and the stability and the safety of the whole supporting system are improved.

Other parts of this embodiment are the same as any of embodiments 1 to 21 described above, and thus are not described again.

Example 23:

the present embodiment is further optimized on the basis of any one of the above embodiments 1 to 22, as shown in fig. 19 to 21, the present embodiment further includes a beam power-assisted diagonal bracing component 317 and a beam wall diagonal bracing component 318, one end of the beam power-assisted diagonal bracing component 317 is movably connected to the bottom of the beam support main keel 315, and the other end of the beam power-assisted diagonal bracing component 317 and the end of the beam support main keel 315 are both provided with a connecting fastener, and the connecting fastener is used for connecting with an adjacent beam support vertical rod or plate support vertical rod to form an integral support structure; one end of the beam wall angle bracing assembly 318 is movably connected with the top of the beam support main keel 315, and the other end of the beam wall angle bracing assembly 318 is arranged corresponding to the side of the beam structure formwork assembly 34.

The beam power-assisted diagonal bracing assembly 317, the beam support main keel 315 and the adjacent support structures form a triangular structure, and the stability of the support system is further improved.

The side of roof beam wall bearing diagonal subassembly 318, roof beam support main joist 315, roof beam curb plate 342 constitutes the triangle-shaped structure, effectively improves the steadiness of roof beam structure template subassembly 34, makes the concatenation inseparabler between roof beam curb plate 342 and the roof beam bottom plate 341 simultaneously, effectively prevents to leak thick liquid.

Other parts of this embodiment are the same as any of embodiments 1 to 22, and thus are not described again.

Example 24:

the present embodiment is further optimized on the basis of any one of the above embodiments 1 to 23, as shown in fig. 19, the beam power-assisted diagonal bracing assembly 317 includes a power-assisted diagonal bracing beam 3171 and a power-assisted diagonal bracing connecting fastener 3172, one end of the power-assisted diagonal bracing beam 3171 is hinged to the bottom of the beam support main keel 315, the other end of the power-assisted diagonal bracing beam 3171 is a connecting end and is hinged to the power-assisted diagonal bracing connecting fastener 3172, and the power-assisted diagonal bracing connecting fastener 3172 is disposed corresponding to the connecting end of the beam support main keel 315 and is used for connecting adjacent support structures.

The power-assisted inclined support beam 3171 is of a U-shaped frame beam structure, one end of the power-assisted inclined support beam 3171 extends to a position between two ends of the bottom of the beam support main keel 315 and is hinged with the bottom of the beam support main keel 315 through a hinge shaft, the other end of the power-assisted inclined support beam 3171 is a connecting end and is provided with a hinge support lug, and the hinge support lug is provided with a hinge shaft in a penetrating manner and is hinged with the power-assisted inclined support connecting fastener 3172 through the hinge shaft. The power-assisted inclined support connecting fastener 3172 is a connecting fastener such as a hoop or a connecting buckle which is arranged corresponding to a pillar or a support rod in an adjacent supporting component, so that the convenient connection between the connecting end of the power-assisted inclined support beam 3171 and the adjacent supporting component is realized, the supporting and reinforcing of the whole beam wall supporting structure by the matched beam supporting main keel 315 is realized, and the stability of the whole beam wall supporting structure is effectively improved.

Other parts of this embodiment are the same as any of embodiments 1 to 23 described above, and thus are not described again.

Example 25:

this embodiment is further optimized on the basis of any one of the above embodiments 1 to 24, as shown in fig. 19, the beam wall diagonal bracing assembly 318 includes a beam wall diagonal bracing expansion assembly 3181 and a beam wall diagonal bracing connecting fastener 3182, one end of the beam wall diagonal bracing expansion assembly 3181 is hinged to the top of the beam support main keel 315, the other end of the beam wall diagonal bracing expansion assembly 3181 is a connecting end and is provided with a beam wall diagonal bracing connecting fastener 3182, and the beam wall diagonal bracing connecting fastener 3182 is arranged corresponding to the beam side plate 342.

The telescopic diagonal bracing component 3181 comprises a first sleeve, a second sleeve, an adjusting screw rod and an adjusting nut, wherein one end of the first sleeve is hinged to the top of the beam support main keel 315 through a connecting pin, the other end of the first sleeve is provided with a threaded hole for mounting threads of the adjusting screw rod, one end of the adjusting screw rod is mounted in the threaded hole of the first sleeve, 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 a connecting end and is provided with a beam wall diagonal bracing 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 keep away from each other along the axial direction, so that the beam wall inclined support telescopic assembly 3181 can stretch out and draw back. Compatible supporting and reinforcing of the beam side plates 342 with different heights are realized through the extension and retraction of the beam wall inclined support telescopic assembly 3181.

The beam wall inclined support connecting fastener 3182 is any one of a connecting hoop, a connecting buckle and a connecting clamping seat.

Other parts of this embodiment are the same as any of embodiments 1 to 24 described above, and thus are not described again.

Example 26:

the present embodiment is further optimized based on any one of the embodiments 1 to 25, as shown in fig. 19 and 22, the present embodiment further includes a beam bottom template fixing assembly 316 disposed on the top of the beam positioning adjustment support top support 313, the beam bottom template fixing assembly 316 includes a beam wall template fixing bolt 3161, a beam wall template fixing top 3162 and mounting lugs 3163, the front and rear sides of the top of the beam positioning adjustment support top support 313 are symmetrically provided with mounting lugs 3163, the mounting lugs 3163 on the front and rear sides are threadedly mounted with beam wall template fixing bolts 3161, and the end of the beam wall template fixing bolt 3161 is provided with a beam wall template fixing top 3162 corresponding to the bottom end keel end fixing connector 33.

When the end parts of the adjacent beam structure template assemblies 34 are spliced, the end parts of the two adjacent beam bottom keel end fixing connecting pieces 33 are synchronously placed at the top of the same beam positioning adjusting supporting jacking 313, and the bottom parts of the end parts of the two beam bottom keel end fixing connecting pieces 33 are positioned between the beam wall template fixing jacking heads 3162 on the two sides. After the mounting position of the beam bottom keel end fixing connecting piece 33 is adjusted, the beam wall template fixing tops 3162 on two sides can be driven to be close to each other by rotating the beam wall template fixing bolts until the beam wall template fixing tops 3162 on two sides clamp the bottoms of the end parts of the two beam bottom keel end fixing connecting pieces 33, and the two beam bottom keel end fixing connecting pieces 33 are fixed.

Other parts of this embodiment are the same as any of embodiments 1 to 25 described above, and thus are not described again.

Example 27:

in this embodiment, a beam support connection top support 312 is further optimized on the basis of any one of the embodiments 1 to 26, and includes a beam wall U-shaped connector and a beam wall connection sleeve, the beam wall U-shaped connector is provided with an opening downwards and is fastened to the top of the beam main keel tray 311, the bottom of the top end plate of the beam wall U-shaped connector is provided with the beam wall connection sleeve, and the bottom of the beam wall connection sleeve is connected to the top end of the beam wall lifting support component 314; the two sides of two opposite side walls of the beam wall U-shaped connecting piece are correspondingly provided with connecting piece holes for connecting the beam supporting main keels 315, and the middle parts of the two opposite side walls of the beam wall U-shaped connecting piece are correspondingly provided with connecting piece waist-shaped holes penetrating through the tops of the beam wall connecting sleeves.

The beam positioning adjustment support top support 313 comprises a beam wall U-shaped support piece with a clamping groove and a beam bottom template fixing component 316 at the top, the opening of the beam wall U-shaped support piece is downwards buckled at the outer side of the top of a beam wall U-shaped connecting piece, connecting piece holes in two opposite side walls of the beam wall U-shaped support piece, corresponding to the beam wall U-shaped connecting piece, are provided with beam positioning adjustment support top support waist-shaped holes, and connecting piece waist-shaped holes in the middle of the two opposite side walls of the beam wall U-shaped support piece, corresponding to the beam wall U-shaped connecting piece, are provided with beam positioning adjustment support top support connecting.

The beam wall connecting sleeve is coaxially arranged at the central position of the bottom of the top end plate of the beam wall U-shaped connecting piece corresponding to the threaded hole or the inserting through hole on the beam main keel tray 311, and the connecting threaded hole or the connecting through hole is arranged at the top end of the beam wall connecting sleeve corresponding to the beam wall lifting supporting component 314, so that the convenient connection with the top end of the beam wall lifting supporting component 314 is realized.

The bottom terminal surface of the relative both sides wall of roof beam wall U type connecting piece all flushes the laminating with roof beam main joist tray 311's top terminal surface, avoids the U-shaped connecting piece to take place to rock, constitutes bilateral symmetry between the top terminal surface of U-shaped connecting piece and the roof beam main joist tray 311's the one end male space of main joist 315 is supported in order to supply the roof beam simultaneously. All correspond on the left side of the relative both sides wall of roof beam wall U type connecting piece and the right side and run through and be provided with the connecting piece hole, the one end of roof beam support main joist 315 then corresponds the connecting piece hole and is provided with the connecting hole, in the space that constitutes between roof beam wall U type connecting piece and the roof beam main joist tray 311 through the one end cartridge with roof beam support main joist 315, then insert connecting pieces such as connecting bolt in the connecting piece hole and the connecting hole that align, can realize roof beam support main joist 315 in the convenient installation of bilateral symmetry between U-shaped connecting piece and roof beam main joist tray 311.

Connecting bolt is inserted between connecting piece hole and roof beam location regulation support top support waist shape hole, connecting bolt is inserted between connecting piece waist shape hole and the roof beam location regulation support top support connecting hole, the cooperation in clearing hole and waist shape hole, make connecting bolt can support top support waist shape hole or connecting piece waist shape hole along roof beam location regulation and slide, and then realize that roof beam location regulation supports top support 313 and roof beam and supports the relative sliding connection of being connected between the top support 312, and then nimble regulation roof beam location regulation supports the mounted position of top support 313 at roof beam support connection top support 312 top, finally realize the nimble regulation to the mounted position of roof beam wall template.

The other parts of this embodiment are the same as those of embodiments 1 to 26, and thus are not described again.

Example 28:

this embodiment is further optimized on the basis of any of the above embodiments 1 to 27, and locking devices are respectively installed between the beam positioning adjusting supporting jacking waist-shaped hole on the beam wall U-shaped supporting member and the connecting member hole on the beam wall U-shaped connecting member, and between the beam positioning adjusting supporting jacking connecting hole on the beam wall U-shaped supporting member and the connecting member waist-shaped hole on the beam wall U-shaped connecting member.

The locking device is a locking bolt, the locking bolt penetrates through the beam positioning adjustment support jacking waist-shaped hole and the connecting piece hole or penetrates through the beam positioning adjustment support jacking connecting hole and the connecting piece waist-shaped hole, convenient installation of the beam positioning adjustment support jacking 313 at the top of the beam support connection jacking 312 can be realized, meanwhile, the locking bolt slides along the connecting piece waist-shaped hole or the beam positioning adjustment support jacking waist-shaped hole, and the installation position of the beam positioning adjustment support jacking 313 on the beam support connection jacking 312 can be adjusted. Then, a locking nut can be sleeved on the locking bolt and screwed down, so that the locking nut clamps the side wall of the beam positioning adjustment supporting jacking 313, and the beam positioning adjustment supporting jacking 313 is conveniently fixed.

Other parts of this embodiment are the same as any of embodiments 1 to 27 described above, and thus are not described again.

Example 29:

the present embodiment is further optimized on the basis of any one of the above embodiments 1 to 28, as shown in fig. 23, the present embodiment further includes a beam-wall beam-bottom clamping assembly 32, the beam-wall beam-bottom clamping assembly 32 includes a first chuck 321, a second chuck 322, an adjusting assembly 323, and a falling-prevention assembly 324, the first chuck 321 and the second chuck 322 are respectively installed at two ends of the adjusting assembly 323 corresponding to the beam side panels 342 on two sides, and the adjusting assembly 323 drives the second chuck 322 to move toward a direction close to the first chuck 321 to clamp the beam side panels 342 on two sides, so that the beam side panels 342 and the beam bottom panel 341 are more tightly combined, the stability of the whole beam structure formwork assembly 34 is ensured, and slurry leakage at the joints between the beam side panels 342 and the beam bottom panel 341 is effectively avoided.

Further, a fore shaft beam is 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, the anti-falling component 324 for limiting the fore shaft beam is further correspondingly arranged on the clamping surface of the first clamping head 321 and the clamping surface of the second clamping head 322, and the limiting end of the anti-falling component 324 penetrates through the clamping surface of the first clamping head 321 or the clamping surface of the second clamping head 322 and extends to the upper side of the fore shaft beam for limiting the fore shaft beam in the clamping stress direction and preventing the beam bottom clamping component from falling off from the fore shaft beam. Through setting up the fore shaft roof beam, avoid first chuck 321 and second chuck 322 directly to carry out some centre grippings to roof beam curb plate 342, but turn into the face centre gripping of fore shaft roof beam to roof beam curb plate 342, effectively avoid roof beam curb plate 342 to take place to warp.

Other parts of this embodiment are the same as any of embodiments 1 to 28 described above, and thus are not described again.

Example 30:

the embodiment is further optimized on the basis of any one of the embodiments 1 to 29, wherein vertical mounting grooves are formed in one side, away from the second chuck 322, of the first chuck 321 and one 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 in the clamping surface of the first chuck 321 and the clamping surface of the second chuck 322 from top to bottom, the anti-falling assemblies 324 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 clamping and hanging with fore shaft beams with different heights, so that the limiting of the beam wall bottom clamping assembly 32 is realized.

Further, the anti-falling assembly 324 comprises a limiting nut and a limiting top head, one end of the limiting top head is provided with a connecting screw rod which extends to the mounting hole from the clamping surface and extends to the inside of the mounting groove, and the connecting screw rod extends to one end inside the mounting groove and is sleeved with the limiting nut.

Other parts of this embodiment are the same as any of embodiments 1 to 29 described above, and thus are not described again.

Example 31:

this embodiment is further optimized on the basis of any of the above embodiments 1 to 30, and the adjusting assembly 323 includes a clamping adjusting screw and a clamping adjusting nut, one end of the clamping adjusting screw is connected to the bottom of the first chuck 321, the other end of the clamping adjusting screw passes through the bottom of the second chuck 322 and is in threaded connection with the bottom of the second chuck 322, the clamping adjusting nut is sleeved on the other end of the clamping adjusting screw corresponding to the side of the second chuck 322 far from the first chuck 321, and the end surface of the clamping adjusting nut contacts with the side of the second chuck 322 far from the first chuck 321.

By rotating the clamping adjusting nut, the end surface of the clamping adjusting nut pushes the second chuck 322 toward the direction close to the first chuck 321, and further drives the second chuck 322 to close to the first chuck 321.

Other parts of this embodiment are the same as any of embodiments 1 to 30 described above, and thus are not described again.

Example 32:

in this embodiment, the beam-supported lifting screw assembly 314 is further optimized on the basis of any one of the above embodiments 1 to 31, and includes a beam-wall lifting support screw, a beam-wall lifting adjustment ring, and a beam-wall lifting adjustment rubber sleeve, wherein the top end of the beam-wall lifting support screw upwardly penetrates through the beam main keel tray 311 and is in threaded connection with the top of the beam-supported connection top support 312, one end of the beam-wall lifting support screw, which is far away from the beam-supported connection top support 312, is sleeved with the beam-wall lifting adjustment ring, and the bottom of the beam-wall lifting adjustment ring is provided with the beam-wall lifting adjustment rubber sleeve.

The top of the beam wall lifting support screw upwards penetrates through a threaded hole or an insertion through hole in the beam main keel tray 311 and upwards extends, and is in threaded connection with the bottom of the beam support connection jacking 312, so that the beam support connection jacking 312 is conveniently installed at the top of the beam wall lifting support screw. Meanwhile, the bottom of the beam-wall lifting support screw is sleeved with a beam-wall lifting adjustment ring in a threaded manner, the adjustment ring is rotated to drive the beam-wall lifting support screw to linearly move along the vertical direction, the support height of the beam main keel tray 311 and the beam support connection jacking 312 is adjusted, and finally the flexible adjustment of the support height of the beam-wall template is realized. Stability when roof beam wall lift supporting screw removes is effectively guaranteed to roof beam wall lift adjustment rubber sleeve for whole roof beam wall bearing structure is firm more and is difficult for rocking.

Other parts of this embodiment are the same as any of embodiments 1 to 31, and thus are not described again.

The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, and all simple modifications and equivalent variations of the above embodiments according to the technical spirit of the present invention are included in the scope of the present invention.

Claims

1. A beam, wall and plate combined fast-assembly early-disassembly structure is characterized by comprising early-disassembly top panel structures (1), oppositely-pulled fast-assembly wall structures (2) and fast-assembly early-disassembly beam wall structures (3) which are mutually spliced, wherein each early-disassembly top panel structure (1) comprises at least two early-disassembly top panel assemblies (11) which are arranged in parallel, the adjacent early-disassembly top panel assemblies (11) are mutually spliced or spliced through an early-disassembly strip-shaped supporting band assembly (13), and the bottom of the early-disassembly strip-shaped supporting band assembly (13) is provided with a top panel keel supporting assembly (12) for supporting the early-disassembly strip-shaped supporting band assembly (13); the edge of the early-dismantling strip-shaped supporting belt assembly (13) is a male edge structure of which the panel extends to the outer side of the frame, and the edge of the early-dismantling top panel assembly (11) is a female edge structure of which the panel retracts to the inner side of the frame or a male edge structure of which the panel extends to the outer side of the frame;

the oppositely-pulling quick-installation wall surface structure (2) comprises two oppositely-arranged shaping wall forms and oppositely-pulling fastening components (22) which penetrate through the shaping wall forms on the two sides for installation, and a wall concrete pouring area is formed between the shaping wall forms on the two sides; the shaping wall form comprises at least two wall form assemblies (21) which are spliced with each other, and the edges of the wall form assemblies (21) are provided with opposite-pulling channels for the opposite-pulling fastening assemblies (22) to pass through and be installed; the top of the wall surface template assembly (21) is provided with a male edge floor template assembly (25) which is flush with the early-dismantled top panel assembly (11), one side edge of the male edge floor template assembly (25) close to the early-dismantled top panel assembly (11) is a male edge structure with a panel extending to the outer side of the frame, and the male edge floor template assembly (25) is correspondingly spliced with a female edge structure at the edge of the early-dismantled top panel assembly (11) through the male edge structure;

the fast-assembly early-dismantling beam wall structure (3) comprises a beam supporting assembly (31) and beam bottom keel end fixing connecting pieces (33) movably mounted at the tops of the beam supporting assembly (31), U-shaped beam structure template assemblies (34) are clamped and mounted at the tops of the beam bottom keel end fixing connecting pieces (33) to form a beam concrete pouring area, a male edge structure spliced with a female edge structure at the edge of the early-dismantling top panel assembly (11) is arranged on one side, close to the early-dismantling top panel assembly (11), of the tops of the beam structure template assemblies (34), and the beam concrete pouring area at the tops of the beam structure template assemblies (34) is butted with a wall concrete pouring area between shaping wall molds at two sides.

2. The beam, wall and slab combined quick-assembly and early-disassembly structure as claimed in claim 1, wherein the top panel keel supporting assembly (12) comprises a top panel screw rod lifting assembly (121) and a panel main keel tray (122) installed at the top of the top panel screw rod lifting assembly (121), and a strip-shaped supporting belt jacking (123) is movably clamped and installed at the top of the panel main keel tray (122); a top panel main keel (124) is arranged between the panel main keel tray (122) and the strip-shaped supporting band top support (123); early tear strip support band subassembly (13) are installed at the top of strip support band top support (123), early tear top panel assembly (11) are installed at the top of top panel main joist (124).

3. The beam, wall and plate combined quick-assembly and early-disassembly structure as claimed in claim 1, wherein the top panel keel supporting assembly (12) comprises a top panel screw rod lifting assembly (121) and a panel main keel tray (122) installed at the top of the top panel screw rod lifting assembly (121), the top of the panel main keel tray (122) is movably clamped with a panel main keel ear-shaped connecting member (125), and the top panel main keel (124) is symmetrically clamped at the left side and the right side of the panel main keel ear-shaped connecting member (125); the top of panel main joist ear-shaped connecting piece (125) clamps strip support band secondary joist supporting seat (126), early tear strip support band subassembly (13) are installed at the top of strip support band secondary joist supporting seat (126), early tear top panel subassembly (11) of tearing open is installed at the top of top panel main joist (124).

4. The beam, wall and plate combined fast-assembling early-dismantling structure as claimed in claim 1, wherein the wall form assembly (21) comprises a wall form frame (212) and a wall form (211) arranged on one side of the wall form frame (212), the edge of the wall form (211) extends to the outer side of the edge of the wall form frame (212) to form a male edge structure or retracts to the inner side of the edge of the wall form frame (212) to form a female edge structure matched and spliced with the male edge structure, a plurality of open screw grooves (0001) are linearly arranged on the edge of one side of the wall form frame (212) corresponding to the male edge structure, and screw holes (0002) are arranged on the edge of one side of the wall form (211) corresponding to the female edge structure corresponding to the open screw grooves (0001); the top of wall template frame (212) is provided with public side floor template subassembly (25) with the top amalgamation of wall template (211), public side floor template subassembly (25) are close to the top edge outside that early tear top panel subassembly (11) open extend to wall template frame (212) and constitute public limit structure.

5. The beam, wall and slab combined fast-assembling early-dismantling structure as claimed in claim 4, wherein said male side floor formwork assembly (25) comprises a floor inside corner connector (251) disposed on the top side of the wall formwork frame (212) and a floor male side inside corner formwork (252) disposed on the top of the floor inside corner connector (251), said floor inside corner connector (251) is connected with the side of the early-dismantling top formwork assembly (11), the edge of said floor male side inside corner formwork (252) extends to the outside of the edge of the wall formwork frame (212) to form a male side structure spliced with the female side structure of the edge of the early-dismantling top formwork assembly (11).

6. The beam, wall and slab combined quick-assembly early-disassembly structure as claimed in claim 5, wherein a reinforcing main ridge (23) is horizontally arranged on one side of the wall formwork frame (212) far away from the wall formwork (211), and a footing reinforcing component (24) is arranged at the bottom of the wall formwork frame (212) along the bottom edge of the wall to be poured.

7. The beam, wall and slab combined fast-assembly early-disassembly structure as claimed in claim 1, wherein the beam structure formwork assembly (34) comprises a beam bottom plate (341), beam side plates (342) symmetrically arranged at two sides of the beam bottom plate (341), and a beam wall internal corner floor formwork (343) arranged at the top of the beam side plates (342) and used for splicing with the early-disassembly top panel assembly (11), wherein 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 a beam bottom groove clamped with the beam bottom keel fixed connecting piece (33) with the 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 surface of the beam bottom plate (341) and form a beam concrete pouring area together with the top end surface of the beam bottom plate (341).

8. The beam, wall and slab combined fast-assembling and early-disassembling structure as claimed in claim 7, further comprising a beam wall internal corner floor formwork support connecting keel (344) and a beam wall beam bottom clamping assembly (32), wherein the beam wall internal corner floor formwork support connecting 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 connecting keel (344) to form a male side structure spliced with a female side structure of the edge of the top connecting plate assembly (11); the beam wall and beam bottom clamping assembly (32) is arranged corresponding to the beam side plates (342) on two sides of the beam bottom plate (341) and used for clamping and fixing the beam side plates (342) on the two sides towards the direction close to the beam bottom plate (341).

9. The beam, wall and plate combined fast-assembly early-disassembly structure as claimed in claim 1, wherein the beam support assembly (31) comprises a beam support main keel (315), a beam top support lifting screw rod assembly (314), a beam main keel tray (311) arranged at the top of the beam top support lifting screw rod assembly (314), a beam support connection top support (312) arranged at the top of the beam main keel tray (311), and a beam positioning adjustment support top support (313) arranged at the top of the beam support connection top support (312), wherein the top end of the beam top support lifting screw rod assembly (314) upwards penetrates through the beam main keel tray (311) and is connected with the bottom of the beam support connection top support (312), and the beam support main keel (315) is symmetrically installed between the beam support connection top support (312) and the beam main keel tray (311) in a left-right clamping manner; the top of the beam support connection top support (312) is movably buckled with a beam positioning adjustment support top support (313), and the top of the beam positioning adjustment support top support (313) is clamped with a beam bottom keel end fixed connecting piece (33).

10. The beam, wall and slab combined quick-assembly and early-disassembly structure as claimed in claim 9, further comprising a beam power-assisted diagonal bracing assembly (317) and a beam wall diagonal bracing assembly (318), wherein one end of the beam power-assisted diagonal bracing assembly (317) is movably connected with the bottom of the beam support main keel (315), and the other end of the beam power-assisted diagonal bracing assembly (317) and the end of the beam support main keel (315) are provided with connecting fasteners; 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 face of the beam structure formwork assembly (34).