CN113107199A - Beam wall fast-assembling early beam structure of tearing open convenient to beam bottom is adjusted and is fixed a position - Google Patents

Beam wall fast-assembling early beam structure of tearing open convenient to beam bottom is adjusted and is fixed a position Download PDF

Info

Publication number
CN113107199A
CN113107199A CN202110413907.0A CN202110413907A CN113107199A CN 113107199 A CN113107199 A CN 113107199A CN 202110413907 A CN202110413907 A CN 202110413907A CN 113107199 A CN113107199 A CN 113107199A
Authority
CN
China
Prior art keywords
support
assembly
beam structure
wall
supporting
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN202110413907.0A
Other languages
Chinese (zh)
Other versions
CN113107199B (en
Inventor
付志红
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangzhou Kuaiyi Template Engineering Co ltd
Original Assignee
Guangzhou Kuaiyi Template Engineering Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guangzhou Kuaiyi Template Engineering Co ltd filed Critical Guangzhou Kuaiyi Template Engineering Co ltd
Priority to CN202110413907.0A priority Critical patent/CN113107199B/en
Publication of CN113107199A publication Critical patent/CN113107199A/en
Application granted granted Critical
Publication of CN113107199B publication Critical patent/CN113107199B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/001—Corner fastening or connecting means for forming or stiffening elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention discloses a beam wall fast-assembly early-dismantling beam structure convenient for adjusting and positioning a beam bottom, which comprises a beam support assembly, a beam bottom keel end fixing connecting piece and a beam structure template assembly, wherein the top of the beam support assembly is buckled with the beam bottom keel end fixing connecting piece; 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 pouring groove together with the top end face of the beam bottom plate; the invention can quickly position the beam structure template assembly, and can flexibly and quickly adjust the mounting position of the beam structure template assembly to eliminate position errors, so that the beam structure template assembly is tightly spliced with the top panel assembly or the wall body, and meanwhile, a split beam wall supporting structure is adopted, so that the construction efficiency of the beam wall structure is greatly improved, and meanwhile, after concrete pouring is completed for 24 hours, the beam side plates, the beam main keels, the beam reinforcing assemblies and the like can be disassembled for turnover use, thereby greatly saving the material cost.

Description

Beam wall fast-assembling early beam structure of tearing open convenient to beam bottom is adjusted and is fixed a position
Technical Field
The invention belongs to the technical field of beam wall construction in building template engineering, and particularly relates to a beam wall quick-assembly early-dismantling beam structure convenient for adjusting and positioning a beam bottom.
Background
At present, in building construction, when concrete members such as beam bodies are cast on site, the concrete members are mostly assembled by adopting templates, battens, round steel pipes, traditional plate steel pipe supports and the like. However, due to technical limitations, battens need to be placed below the battens for reinforcing and supporting, steel pipes or battens are used as main ridges on the two rows of steel pipe supports, then the battens are transversely placed on the main ridges, and finally beam bottom formworks and beam wall formworks are placed on the battens. In the mode, when the beam is too large, the supporting force is insufficient, so that the straightness of the beam bottom template is difficult to control, and the beam bottom template is difficult to correct when unevenness occurs.
In addition, because the beam side template needs to be reinforced through extra battens and steel pipes, the traditional beam wall template is complicated in reinforcing and supporting mode and unreliable. The formwork is reinforced by adopting the battens and the round steel pipes, and the problems of deformation of the formwork and the like are easily caused due to poor rigidity and strength of the formwork, so that the quality of the whole concrete is influenced; meanwhile, the bottom end of the traditional beam wall template and the beam bottom are tightly placed on the same batten, so that the early dismantling and the turnover utilization of the beam wall and the reinforcing assembly are difficult to realize after the beam body is poured.
And the bottom support of the existing beam-wall structure has the problems of self perpendicularity and manual installation error, so that gaps can be formed or the connection is not firm enough when the beam-wall forming template is connected with the top panel structure or the wall structure, and further, slurry leakage or expansion and explosion from the gaps are caused when concrete is poured to form floor internal corner forming deviation. And current beam wall structure adopts and sets up fixed connection structure on steel pipe main joist or flitch secondary joist, and the position of extremely difficult beam wall shaping template is adjusted when positional deviation appears in the beam wall shaping template, also is difficult to swiftly carry out effective positioning adjustment to beam wall shaping template when the installation beam shaping template simultaneously, and this all can cause follow-up beam wall template to produce position error after fixed. Especially current residential building standard floor uses the aluminium mould in a large number, and the roof beam of aluminium mould holds in the palm and aluminium mould roof beam fixed connection, can only rely on the walking beam to support the position that the pole setting adjusted the beam structure, and the direct regulation roof beam supports the pole setting and can cause the aluminium mould to hold in the palm and support the pole setting and have the straightness error of hanging down, and then causes the holding power uncontrollably unadjustable for there is very big potential safety hazard in the higher roof beam work progress in floor height, and the extremely difficult roof beam construction and the positioning adjustment that carries out the floor height and exceed 4.5 meters.
Disclosure of Invention
The invention aims to provide a beam wall quick-assembly early-dismantling beam structure convenient for adjusting and positioning a beam bottom, which realizes efficient and convenient positioning of a beam structure template assembly, can conveniently and flexibly adjust the mounting position of the beam structure template assembly, effectively eliminates the mounting error of the beam structure template assembly, and more conveniently and easily realizes safe early dismantling of a beam wall and a reinforcing assembly.
The invention is realized by the following technical scheme:
a beam wall fast-assembly early-dismantling beam structure convenient for adjusting and positioning a beam bottom comprises a beam supporting assembly, beam bottom keel end fixing connecting pieces and a beam structure template assembly, wherein the top of the beam supporting assembly is buckled with the beam bottom keel end fixing connecting pieces; 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 pouring groove together with the top end face of the beam bottom plate.
The beam structure template assembly can be supported and reinforced through the beam supporting assembly and the beam bottom keel end fixing connecting piece, and meanwhile, the beam structure template assembly is set to be of a structure that two beam side plates are symmetrically spliced on the left side and the right side of one beam bottom plate, so that the bottoms of the two beam side plates synchronously extend to the lower side of the beam bottom plate and form a beam bottom clamping groove which is rapidly buckled with the beam bottom keel end fixing connecting piece with the bottom end surface of the beam bottom plate, and the convenient installation and rapid positioning of the whole beam structure template assembly are realized; make the top of two roof beam curb plates extend to the upside of roof beam bottom plate and constitute the roof beam with the top terminal surface of roof beam bottom plate and pour the recess simultaneously, follow-up can pour the recess in the roof beam and directly pour the concrete and constitute beam structure, constitute strip bearing structure through roof beam curb plate, roof beam bottom plate simultaneously and carry out effective support and moulding to the concrete, avoid concrete load to concentrate, prevent that the concrete from sinking the fracture, guaranteed the quality and the security that the concrete becomes the roof beam. And meanwhile, beam wall internal corner floor templates are symmetrically and horizontally arranged at the tops of the beam side plates on the left side and the right side, one end of each beam wall internal corner floor template is flush with the inner side surface of each beam side plate, and the other end of each beam wall internal corner floor template extends towards the outer side of each beam side plate and is connected and transited with the top panel, so that the beam wall and the top panel are spliced.
In order to better realize the invention, the structure further comprises a beam wall internal corner floor formwork supporting and connecting keel, 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 public side structure.
The roof beam wall reentrant corner floor formwork supports connects fossil fragments and is the rectangle structure, roof beam wall reentrant corner floor formwork supports the top terminal surface of connecting fossil fragments and the bottom end face contact of roof beam wall reentrant corner floor formwork, left side terminal surface or the right side terminal surface that the roof beam wall reentrant corner floor formwork supports the connection fossil fragments then with the contact of roof beam curb plate lateral surface, support the outside top of connecting fossil fragments synchronous beam wall reentrant corner floor formwork and roof beam curb plate through roof beam wall reentrant corner floor formwork supports and consolidates, avoid roof beam wall reentrant corner floor formwork and roof beam curb plate to take place to shift deformation. Simultaneously, the edge that the roof beam wall reentrant corner floor template kept away from the one end of roof beam curb plate extends to the marginal outside that the roof beam wall reentrant corner floor template supports the one end of connecting fossil fragments and keeping away from the roof beam curb plate, constitutes the public limit structure that matches the concatenation with the female limit structure at top panel edge, and then realizes the convenient transition concatenation of roof beam wall and top panel.
In order to better realize the invention, the beam supporting component comprises a beam supporting main keel, a beam structure lifting supporting screw rod component, a beam structure supporting tray arranged at the top of the beam structure lifting supporting screw rod component, a beam structure supporting connecting jacking arranged at the top of the beam structure supporting tray, and a beam structure positioning adjusting supporting jacking slidably arranged at the top of the beam structure supporting connecting jacking, wherein the top end of the beam structure lifting supporting screw rod component upwards penetrates through the beam structure supporting tray and is connected with the bottom of the beam structure supporting connecting jacking, the beam structure supporting connecting jacking and the beam structure supporting tray are symmetrically clamped and provided with floor supporting main keels, and the other end of the beam supporting main keel is connected with a floor supporting upright rod through a connecting fastener; the top movable lock that the roof held in the palm is connected in beam structure support has beam structure location to adjust and supports the top and hold in the palm, the top block that the roof held in the palm is supported in beam structure location is adjusted and is supported installs beam bottom fossil fragments end fixed connection spare.
The beam structure supports the space that constitutes between tray and the beam structure support connection top support and supplies the floor to support main joist tip grafting, realizes the convenient installation of floor support main joist, promotes beam wall bearing structure's efficiency of construction. The other end through floor support main joist is connected with adjacent floor support pole setting simultaneously, and then connects adjacent bearing structure as a whole, has promoted the steadiness between roof beam wall bearing structure and the adjacent bearing structure greatly, effectively guarantees the security of work progress. Simultaneously, the top of the top support is connected with the beam structure support, the top support is adjusted and supported in a sliding mode, a groove for clamping and installing a beam bottom keel end fixing connecting piece is formed in the top of the beam structure positioning adjustment support, the convenient positioning and installation of the beam bottom keel end fixing connecting piece is realized, meanwhile, the mounting position of the top support is connected with the top support in the beam structure support through the sliding adjustment of the beam structure positioning adjustment support, and further, the mounting positions of the beam structure template assembly at the top of the beam bottom keel end fixing connecting piece and the beam bottom keel end fixing connecting piece are adjusted, and the situation that position deviation occurs between the beam structure template assembly and the top panel assembly due to the verticality error of the beam structure lifting support screw rod assembly is. The beam structure template assembly reaches the designed accurate position by adjusting the mounting position of the beam structure template assembly.
In order to better realize the invention, one end of the floor support main keel is an inserting end inserted between the beam structure support connecting jacking and the beam structure support tray; the other end that the roof beam supported the main joist is the link and is provided with connecting fastener, realizes through connecting fastener that the roof beam supports the main joist and supports pole setting or the convenient connection of board support pole setting with adjacent roof beam, constitutes whole solid structure of linking firmly, promotes whole bearing structure's steadiness.
In order to better realize the invention, further, the other end of the main joist for supporting the beam is a connecting end and is provided with a U-shaped groove, the two opposite side walls of the U-shaped groove are correspondingly provided with inserting ports, and the connecting fastener is a connecting wedge block inserted between the inserting ports on the two sides.
The beam support vertical rod or the plate support vertical rod is arranged in the U-shaped groove, and meanwhile, the connecting wedge blocks are inserted into the insertion ports in the two side walls of the U-shaped groove, and the beam support vertical rod or the plate support vertical rod is limited in the U-shaped groove through the matching of the connecting wedge blocks and the U-shaped groove, so that the convenient connection between the U-shaped groove and the beam support vertical rod or the plate support vertical rod is realized.
In order to better realize the invention, the other end of the beam supporting main keel is a connecting end and is provided with a connecting convex block, a connecting pin is inserted on the connecting convex block along the vertical direction, the connecting fastener is a hoop hinged with the connecting pin, and the hoop is used for directly clamping and clamping adjacent beam supporting upright rods or plate supporting upright rods.
In order to better realize the invention, the invention further comprises a beam power-assisted inclined support component and a beam wall inclined support component, wherein one end of the beam power-assisted inclined support component is movably connected with the bottom of the floor support main keel, the other end of the beam power-assisted inclined support component is provided with a connecting fastener, and the connecting fastener is connected with an adjacent beam support upright post or a plate support upright post, so that the supporting force and the stability of the connecting structure are further improved; one end of the beam-wall inclined support assembly is movably connected with the top of the floor support main keel, the other end of the beam-wall inclined support assembly is arranged corresponding to the side surface of the beam side plate, and the beam side plate is supported and reinforced through the beam-wall inclined support assembly, so that the shaping stability of the beam side plate is ensured, and the displacement and deformation of the beam side plate caused by the expansion or settlement of concrete are effectively avoided; make roof beam curb plate and roof beam bottom plate amalgamation inseparabler simultaneously, effectively avoid the concrete to leak thick liquid from the amalgamation seam between roof beam bottom plate and the roof beam curb plate.
In order to better realize the invention, the beam power-assisted inclined support assembly comprises a power-assisted inclined support beam and a power-assisted inclined support connecting fastener, wherein one end of the power-assisted inclined support beam is hinged with the bottom of the floor support main keel, the other end of the power-assisted inclined support beam is a connecting end and is hinged with the power-assisted inclined support connecting fastener, and the power-assisted inclined support connecting fastener is arranged corresponding to the connecting end of the floor support main keel.
In order to better realize the invention, the beam wall inclined support component comprises a beam wall inclined support telescopic component and a beam wall inclined support connecting fastener, one end of the beam wall inclined support telescopic component is hinged with the top of the floor support main keel, the other end of the beam wall inclined support telescopic component is a connecting end and is provided with the beam wall inclined support connecting fastener, and the beam wall inclined support connecting fastener is arranged corresponding to one side of the beam side plate.
In order to better realize the invention, furthermore, an L-shaped reinforcing edge is arranged on the outer side of the beam side plate, a reinforcing connecting hole is formed in the reinforcing edge, and the beam wall inclined support connecting fastener is connected with the connecting hole in the reinforcing edge.
In order to better realize the invention, the invention further comprises a beam bottom template fixing component arranged at the top of the beam structure positioning adjusting supporting jacking, wherein the beam bottom template fixing component comprises beam bottom template fixing bolts, a beam bottom template fixing jacking head and mounting support lugs, the front side and the rear side of the top of the beam structure 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 bottom template fixing bolts in a threaded manner, and the end parts of the beam bottom template fixing bolts are provided with the beam bottom template fixing jacking heads corresponding to the bottoms of the beam bottom keel fixed connecting pieces.
When the end parts of the adjacent beam structure template assemblies are spliced, the end parts of the two adjacent beam bottom keel end fixing connecting pieces are synchronously placed at the top of the same beam structure positioning adjusting supporting jacking support, and the bottom parts of the end parts of the two beam bottom keel end fixing connecting pieces are all located between the beam bottom template fixing jacking heads on the two sides. After the mounting position of the beam bottom keel end fixing connecting piece is adjusted, the beam bottom template fixing top heads on two sides can be driven by the rotating beam bottom template fixing bolts to be close to each other, and the beam bottom keel end fixing connecting piece is fixed by the beam bottom template fixing top heads on two sides until the bottom clamping of the end parts of the two beam bottom keel end fixing connecting pieces is achieved.
In order to better realize the invention, the beam structure supporting and connecting jacking comprises a beam structure U-shaped connecting piece and a beam jacking lifting screw rod connecting sleeve, the beam jacking lifting screw rod connecting sleeve is buckled on the top of the beam structure supporting tray, and the bottom of the beam jacking lifting screw rod connecting sleeve is connected with the top end of the beam structure lifting supporting screw rod assembly; the beam structure U-shaped connecting piece is provided with a connecting piece hole for connecting a floor support main keel, and connecting piece waist-shaped holes are formed in the two opposite side walls of the beam structure U-shaped connecting piece and located between the connecting piece holes at the two ends.
The U-shaped beam wall connecting piece is buckled on the top end face of the beam structure supporting tray downwards in an opening mode, a space which corresponds to the outline of one end of the beam supporting main keel and is used for inserting one end of the floor supporting main keel is formed between the top end face of the U-shaped connecting piece and the top end face of the beam structure supporting tray, connecting piece holes are correspondingly formed in the left side and the right side of the two opposite side walls of the U-shaped connecting piece, connecting holes are formed in one end of the floor supporting main keel corresponding to the connecting piece holes, connecting pieces such as connecting bolts are inserted in the connecting piece holes and the connecting holes, and the beam supporting main keel can be conveniently installed and fixed between the beam U-shaped connecting piece and the beam structure supporting tray.
In order to better realize the invention, the beam structure positioning adjustment supporting jacking comprises a beam structure U-shaped supporting piece with a clamping groove at the top, the beam structure U-shaped supporting piece is downwards buckled at the top of the beam structure U-shaped connecting piece in an opening mode, beam supporting jacking waist-shaped holes are formed in two ends of two opposite side walls of the beam structure U-shaped supporting piece and correspond to connecting piece holes in the beam structure U-shaped connecting piece, and beam supporting jacking connecting holes are formed in the middle of the two opposite side walls of the beam structure U-shaped supporting piece and correspond to connecting piece waist-shaped holes in the beam structure U-shaped connecting piece.
In order to better realize the invention, locking devices are respectively arranged between the beam supporting jacking waist-shaped hole on the beam U-shaped supporting piece and the connecting piece hole on the beam U-shaped connecting piece, and between the beam supporting jacking connecting hole on the beam U-shaped supporting piece and the connecting piece waist-shaped hole on the beam U-shaped connecting piece.
Locking device is locking bolt, and locking bolt passes roof beam support top support waist shape hole and connecting piece hole and roof beam support top support connecting hole and connecting piece waist shape hole, realizes that beam structure location is adjusted and is supported the top and hold in the palm the lock installation in the beam structure support connection top support top outside, and locking bolt can support the top along the roof beam simultaneously and hold in the palm waist shape hole or connecting piece waist shape hole and carry out the slip of certain limit, and then adjusts beam structure location and adjust and support the top and hold in the palm the convenient regulation of connecting top support outside mounted position at beam structure support. After the position adjustment of the beam structure 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 structure positioning adjustment support jacking, and the beam structure positioning adjustment support jacking is fixed in position.
In order to better realize the invention, the beam wall and beam bottom clamping assembly further comprises a beam wall and beam bottom clamping assembly, the beam wall and beam bottom clamping assembly comprises a first chuck, a second chuck, an adjusting assembly and a falling prevention assembly, 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, furthermore, a locking opening ridge beam is arranged between the clamping surface of the first clamping head and the side surface of the beam side plate on one side and between the clamping surface of the second clamping head and the side surface of the beam side plate on the other side, anti-falling assemblies hung on the locking opening ridge beam are further arranged on the clamping surfaces of the first clamping head and the second clamping head, and a limiting end of each anti-falling assembly penetrates through the clamping surface of the first clamping head or the clamping surface of the second clamping head to extend to the upper part of the locking opening ridge beam and is used for limiting the locking position of the locking opening ridge beam so as to prevent the beam wall bottom clamping assembly from falling.
In order to better realize the invention, vertical mounting grooves are respectively arranged on one side of the first chuck far away from the second chuck and one side of the second chuck far away from the first chuck, a plurality of mounting holes communicated with the mounting grooves are linearly arranged on the clamping surface of the first chuck and the clamping surface of the second chuck from top to bottom, anti-falling assemblies are mounted in the mounting holes, and the mounting heights of the anti-falling assemblies are adjusted by mounting the anti-falling assemblies in different mounting holes so as to adapt to limit the locking positions of the locking notch ridge beams with different heights.
In order to better realize the anti-falling device, the anti-falling component comprises a fixing bolt and an anti-falling hanging rod, one end of the anti-falling hanging rod is provided with a connecting screw rod extending from the clamping surface to the mounting hole and extending into the mounting groove, and one end of the connecting screw rod extending into the mounting groove is sleeved with the fixing bolt through threads.
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 structure lifting support screw rod assembly comprises a beam lifting support screw rod, a beam lifting adjustment ring and a beam lifting adjustment rubber sleeve, wherein the top end of the beam lifting support screw rod upwards penetrates through the beam structure support tray and is in threaded connection with the top of the beam structure support connection jacking, the beam lifting adjustment ring is sleeved on one end, far away from the beam structure support connection jacking, of the beam lifting support screw rod, and the bottom of the beam lifting adjustment ring is provided with the beam lifting adjustment rubber sleeve.
Compared with the prior art, the invention has the following advantages and beneficial effects:
(1) according to the invention, the beam structure template assembly is conveniently supported and reinforced through the beam supporting assembly, the beam side plates are symmetrically spliced on the left side and the right side of the beam bottom plate to form an H-shaped structure, the beam bottom groove at the bottom of the H-shaped structure and the beam bottom keel end fixed connecting piece arranged at the top of the beam supporting assembly are quickly spliced, so that the beam structure template assembly is quickly positioned and installed, the beam pouring groove at the top of the H-shaped structure is used for pouring concrete to form a beam, and the concrete is subjected to strip-shaped shaping and reinforcement through the beam bottom plate and the beam side plates, so that the concrete is uniformly stressed, the cracking and settlement of the concrete are avoided, and the beam forming quality and the construction safety are effectively ensured;
(2) according to the invention, the beam structure supporting tray and the beam structure supporting connection jacking bracket are sequentially buckled and mounted on the top of the beam structure lifting supporting screw rod assembly from bottom to top, and a space for the convenient insertion of the floor supporting main keel is reserved between the beam structure supporting tray and the beam structure supporting connection jacking bracket, so that the convenient positioning and mounting of the floor supporting main keel are realized; meanwhile, the beam structure positioning adjusting supporting jacking support is arranged at the top of the beam structure supporting connecting jacking support in a sliding mode, so that the flexible adjustment of the mounting position of the beam structure positioning adjusting supporting jacking support is realized, the flexible adjustment of the mounting position of a beam bottom keel end fixing connecting piece and a beam structure template assembly is further realized, the problem that the position deviation exists between the beam structure template assembly and a top panel assembly and the splicing is not tight enough due to manual mounting errors and the verticality error of the beam structure lifting supporting screw rod assembly can be effectively solved, and slurry leakage and beam structure deviation during subsequent concrete pouring are avoided;
(3) the floor support main keel is connected with the adjacent support structure, so that the support force and stability of the whole support system are greatly improved, meanwhile, the beam power-assisted inclined support assembly is hinged at the bottom of the beam support main keel and is matched with the beam support main keel to be connected with the adjacent support structure together through the beam power-assisted inclined support assembly, the support force, stability and safety of the whole support system are greatly improved, and the problem that the beam plate separation support force in a tall formwork is difficult to guarantee can be effectively solved; meanwhile, a beam wall inclined support assembly is hinged to the top of the beam support main keel, and the beam side plate is supported and reinforced through the beam wall inclined support assembly, so that the positioning of the beam side plate is more controllable on the premise of ensuring the stability of the whole beam structure template assembly, and the beam structure concrete bursting expansion die is effectively avoided when concrete is poured;
(4) according to the invention, the beam wall internal corner floor template is arranged at the top of the beam side plate, the beam wall internal corner floor template supporting and connecting keel is arranged between the bottom of the beam wall internal corner floor template and the side surface of the beam side plate, and the beam wall internal corner floor template and the beam side plate are supported and reinforced through the beam wall internal corner floor template supporting and connecting keel, so that the beam wall internal corner floor template and the beam side plate are effectively prevented from displacement and deformation; simultaneously, the edge of the beam wall internal corner floor formwork extends to the outer side of the edge of the beam wall internal corner floor formwork support connecting keel to form a male edge structure matched and spliced with the female edge structure at the edge of the top panel assembly, tight transition splicing between the beam structure formwork assembly and the top panel assembly is realized through splicing of the male edge structure and the female edge structure, and simultaneously, joints between the beam structure formwork assembly and the top panel assembly are arranged in a staggered mode, so that slurry leakage is effectively avoided; meanwhile, after the concrete is solidified, the top panel structure formwork can be conveniently removed by prying from the male edge at the edge of the floor formwork at the internal corner of the beam wall, and then the beam side plate is removed, so that the formwork removing efficiency is greatly improved;
(5) according to the invention, the beam wall and beam bottom clamping assemblies are arranged on the beam side plates corresponding to the two sides of the beam bottom plate, the first clamping head and the second clamping head are driven to be close to each other through the adjusting assembly, so that the beam side plates on the left side and the right side are clamped and fixed, the displacement of the beam side plates is avoided, the beam side plates and the beam bottom plate are tightly spliced, and the slurry leakage is effectively prevented.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic structural view of a beam support assembly;
FIG. 3 is a schematic illustration of the split and splice of FIG. 2;
FIG. 4 is a schematic view of the installation of the beam power-assisted diagonal bracing assembly;
FIG. 5 is a schematic structural view of a beam bottom template fixing assembly;
FIG. 6 is a schematic structural view of a beam-wall beam-bottom clamping assembly;
FIG. 7 is a schematic structural view of a beam structure supporting and connecting a jacking;
FIG. 8 is a schematic structural view of a positioning adjustment support top support of a beam structure;
FIG. 9 is a schematic structural view of a beam construction elevation support screw assembly;
FIG. 10 is a schematic view of the installation of the beam wall and beam bottom clamping assembly.
Wherein: 31-a beam support assembly; 311-beam structure support trays; 312-beam structure support connection jacking; 313-beam structure positioning adjustment supporting jacking; 314-beam structure lifting support 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;
3121-beam-structured U-shaped connecting pieces; 3122-the beam jacking lifting screw rod is connected with the sleeve; 312A-connector hole; 312B-connector kidney hole; 3131-beam U-shaped supports; 313A-beam support jacking waist-shaped holes; 313B-beam support jacking connecting holes; 3141-beam lifting support screw; 3142-a beam lift adjustment ring; 3143-adjusting the lifting of the beam; 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-connecting fasteners for inclined supports of beam walls;
32-beam wall beam bottom clamping assembly; 321-a first collet; 322-a second collet; 323-a regulating component; 324-a fall prevention assembly; 3231-clamping the adjusting screw; 3232-clamping the adjusting nut; 3241-fixing bolt; 3242-anti-falling hanging rod;
33-fixing a connecting piece at the bottom end of the beam;
34-a beam structure formwork assembly; 341-beam floor; 342-beam side plates; 343-beam wall internal corner floor formwork; 344-joist wall internal corner floor formwork support connecting keel.
Detailed Description
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1:
the beam wall fast-assembly early-dismantling beam structure convenient for adjusting and positioning the beam bottom comprises a beam support component 31, a beam bottom keel end fixing connector 33 and a beam structure template component 34, wherein the beam bottom keel end fixing connector 33 is mounted at the top of the beam support component 31 in a buckling mode, the beam structure template component 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 template 343 arranged at the top of the beam side plate 342, 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 end fixing connector 33 together with the bottom end face of 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 casting groove together with the top end surface of the beam 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 left side and the right side of the beam bottom plate 341 are symmetrically spliced with beam side plates 342, 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 surface of the beam bottom plate 341 and form a beam bottom groove fastened with the top of the beam bottom keel fixed 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 surface of the beam bottom plate 341 and form a beam casting groove for casting 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 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 carries out moulding to 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 internal corner floor formwork 343 extends to the outside of the beam side plate 342 and is used for splicing with the top panel assembly, so that rapid transition splicing between the beam wall and the top panel is realized.
Example 2:
the embodiment is further optimized on the basis of embodiment 1, and as shown in fig. 1, the building structure further includes a beam wall internal corner floor formwork support connecting keel 344, 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 an 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 edge structure.
The beam wall internal corner floor formwork support connecting keel 344 is of a rectangular beam structure or a U-shaped beam structure, and the top end face of the beam wall internal corner floor formwork support connecting keel 344 is in contact with the bottom end face of the beam wall internal corner floor formwork 343 and is used for supporting and reinforcing the beam wall internal corner floor formwork 343; the left side or the right side of the beam wall internal corner floor formwork support connecting keel 344 corresponds to the left side of the beam side plate 342 on the left side or the right side of the beam side plate 342 on the right side in a fitting mode, and is used for supporting and reinforcing the beam side plate 342 and avoiding displacement and deformation of the beam side plate 342 under the action force of concrete expansion.
Meanwhile, the edge of one end of the beam wall internal corner floor formwork 343, which is far away from the beam side plate 342, extends to the outer side of the edge of one end of the beam wall internal corner floor formwork support connecting keel 344, which is far away from the beam side plate 342, so as to form a male edge structure, the edge of the top panel assembly, which is spliced corresponding to the beam wall internal corner floor formwork 343, is a female edge structure correspondingly spliced with the male edge structure, the female edge structure means that the edge of the top panel retracts to the inner side of the edge of the top panel frame, and the retraction distance of the top panel is equal to the extension distance of the beam wall internal corner floor formwork 343. Convenient concatenation between realization beam wall structure and the top panel structure promptly through convenient concatenation between public limit structure and the female limit structure, after public limit structure and the concatenation of female limit structure simultaneously, the amalgamation constitutes the face seam between roof beam wall reentrant corner floor template 343 and the top panel, the amalgamation constitutes the frame seam between roof beam wall reentrant corner floor template support connection fossil fragments 344 and the top panel frame, and the setting is crisscross with the frame seam to face seam, make when the top concreting of roof beam structure template subassembly 34 and top panel subassembly, effectively avoid leaking the thick liquid from seam, and then guarantee the surface smoothness after the concrete sets, avoid producing the honeycomb pitted surface in seam department, avoided carrying out follow-up plastering operation.
Other parts of this embodiment are the same as embodiment 1, and thus are not described again.
Example 3:
in this embodiment, a further optimization is performed on the basis of embodiment 1 or 2, as shown in fig. 2, the beam support assembly 31 includes a beam support main keel 315, a beam structure lifting support screw assembly 314, a beam structure support tray 311 disposed on the top of the beam structure lifting support screw assembly 314, a beam structure support connection top bracket 312 disposed on the top of the beam structure support tray 311, and a beam structure positioning adjustment support top bracket 313 slidably disposed on the top of the beam structure support connection top bracket 312, wherein the top end of the beam structure lifting support screw assembly 314 upwardly penetrates through the beam structure support tray 311 and is connected with the bottom of the beam structure support connection top bracket 312, the beam structure support main keel 315 is installed between the beam structure support connection top bracket 312 and the beam structure support tray 311 in a left-right symmetrical manner, and the other end of the beam support main keel 315 is connected with a floor support upright; the top of the beam structure supporting and connecting top support 312 is movably buckled with a beam structure positioning and adjusting support top support 313, and the top of the beam structure positioning and adjusting support top support 313 is clamped with a beam bottom keel end fixing connecting piece 33.
The inside of beam structure support tray 311 runs through along vertical direction and is provided with screw hole or cartridge through-hole, the top of beam wall lift supporting component 314 upwards passes the inside screw hole of beam structure support tray 311 or cartridge through-hole and continues upwards to extend and be connected with the bottom that beam structure supported and is connected top support 312, the bottom terminal surface that beam structure supported and is connected top support 312 simultaneously flushes the laminating with the top terminal surface that beam structure supported tray 311, and then realizes connecting top support 312 lock with beam structure and install the top at beam structure support tray 311. And constitute the one end male space that supplies roof beam support main joist 315 between the left and right sides of roof beam structure support connection support 312 and the roof beam structure support tray 311 top left and right sides, just the memory profile in space equals or slightly is greater than the outline setting of roof beam support main joist 315 one end for roof beam support main joist 315's one end can convenient cartridge to roof beam structure support connection support 312 and roof beam structure support tray 311 between, the other end of roof beam support main joist 315 then is provided with connecting fastener such as staple bolt, connecting pin, spread groove and is connected with adjacent floor support pole setting and constitutes whole fixed connection structure, has improved beam wall support structure's steadiness greatly.
Simultaneously, the top of the top support 312 is connected with the beam structure support in a sliding buckling mode, the beam structure positioning adjustment support top support 313 is used for directly supporting the beam bottom keel end fixing connecting piece 33, and meanwhile, the convenient positioning installation of the beam bottom keel end fixing connecting piece 33 is facilitated, so that a clamping groove which is equal to or slightly larger than the bottom width of the beam bottom keel end fixing connecting piece 33 is formed in the top of the beam structure positioning adjustment support top support 313, the bottom of the beam bottom keel end fixing connecting piece 33 can be conveniently clamped to the top of the beam structure positioning adjustment support top support 313, and the installation and construction efficiency is greatly improved. And the beam structure positioning adjusting supporting top support 313 and the beam structure supporting connecting top support 312 can slide relatively within a certain range, so as to realize the adjustment of the mounting position of the beam structure positioning adjusting supporting top support 313 at the top of the beam structure supporting connecting top support 312, further realize the adjustment of the mounting position of the beam bottom keel end fixed connecting piece 33 at the top of the whole beam wall supporting structure, and finally realize the adjustment of the mounting position of the beam structure template assembly 34, thereby avoiding the position deviation of the beam structure template assembly 34 caused by the verticality error of the beam supporting lifting screw rod assembly 314, leading the splicing between the beam structure template assembly 34 and the top panel assembly to be more compact, effectively solving the problem of splicing gaps between the beam structure template assembly 34 and the top panel assembly caused by manual installation or the verticality error of the beam supporting assembly 31, and simultaneously adjusting the mounting position of the beam structure template assembly 34, enabling the beam structure formwork mounting assembly 34 to reach the exact location of the design.
The rest of this embodiment is the same as embodiment 1 or 2, and therefore, the description thereof is omitted.
Example 4:
the embodiment is further optimized on the basis of any one of embodiments 1 to 3, and one end of the beam support main keel 315 is an insertion end inserted between the beam structure support connection top support 312 and the beam structure support tray 311; the other end of the main joist 315 is a connecting end and is provided with a connecting fastener, and the convenient connection of the main joist 315 and the adjacent plate supporting upright rod or the beam supporting upright rod is realized through the connecting fastener.
As shown in fig. 3, the other end of the main joist 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 inserted between the insertion openings on two sides, and the connecting wedge is arranged corresponding to a connecting opening on a connecting disc on an adjacent strut or strut.
The support pole setting is in the inside of U-shaped groove, and will support the pole setting through connecting the voussoir and spacing in the inside of U-shaped groove, realizes the convenient connection of U-shaped groove and support pole setting, promotes bearing force and the steadiness of bearing structure.
As shown in fig. 4, the other end of the main joist 315 is a connecting end and is provided with a connecting lug, the connecting lug is inserted with a connecting pin along the vertical direction, the connecting fastener is a hoop hinged with the connecting pin, and the hoop is used for directly clasping and clamping adjacent supporting upright poles.
Through the connecting structure, the beam supporting main keel 315 is quickly connected with the adjacent supporting upright rods, so that the construction efficiency of the whole supporting system is greatly improved, and the supporting force, stability and safety of the whole supporting system are improved.
Other parts of this embodiment are the same as any of embodiments 1 to 3, and thus are not described again.
Example 5:
the embodiment is further optimized on the basis of any one of embodiments 1 to 4, and as shown in fig. 2, the system further comprises 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 with the bottom of a beam support main keel 315, and the other end of the beam power-assisted diagonal bracing component 317 is connected with a support vertical rod through a connecting fastener; one end of the beam wall diagonal bracing assembly 318 is movably connected with the top of the beam support main keel 315, and the other end of the beam wall diagonal bracing assembly 318 is arranged corresponding to the side surface of the beam structure formwork assembly 34.
The one end of roof beam helping hand bearing diagonal subassembly 317 articulates the position between the bottom both ends of roof beam support main joist 315 through the round pin axle, the other end of roof beam helping hand bearing diagonal subassembly 317 is the link and is provided with the connection fastener, the link of roof beam helping hand bearing diagonal subassembly 317 and the link of roof beam support main joist 315 are all connected with adjacent support pole setting through connecting the fastener, roof beam helping hand bearing diagonal subassembly 317, roof beam support main joist 315, the support pole setting constitutes the triangle-shaped structure, further promote the holding power and the steadiness of support system.
One end of the beam wall diagonal bracing assembly 318 is hinged at a position between two ends of the top of the beam support main keel 315 through a pin shaft, and the other end of the beam wall diagonal bracing assembly 318 is a connecting end and is arranged corresponding to the side surface of the beam side plate 342. The side of the beam side plate 342 is supported and reinforced by the connecting end of the beam wall diagonal bracing component 318, the side of the beam wall diagonal bracing component 318, the beam supporting main keel 315 and the beam side plate 342 forms a triangular structure, the stability of the beam structure template component 34 is effectively improved, and meanwhile, the beam side plate 342 and the beam bottom plate 341 are spliced more tightly, so that slurry leakage is effectively prevented.
Other parts of this embodiment are the same as any of embodiments 1 to 4, and thus are not described again.
Example 6:
the present embodiment is further optimized on the basis of any one of embodiments 1 to 5, as shown in fig. 2, 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 5, and thus are not described again.
Example 7:
the present embodiment is further optimized on the basis of any one of embodiments 1 to 6, as shown in fig. 2 to 4, the beam wall diagonal bracing assembly 318 includes a beam wall diagonal bracing 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.
Further, the outside of roof beam curb plate 342 is provided with the reinforcement stupefied of L shape, be provided with the reinforcement connecting hole on the reinforcement stupefied, roof beam wall bearing diagonal connects fastener 3182 and is connected with the connecting hole on the reinforcement stupefied.
The beam wall diagonal bracing connecting fastener 3182 is any one of a connecting hoop, a connecting buckle and a connecting clamping seat, the beam wall diagonal bracing connecting fastener 3182 is connected with the beam side plate 342 through a connecting pin or a connecting screw to support the beam side plate 342, the stability of the beam structure template assembly 34 is further improved, the beam side plate 342 and the beam bottom plate 341 are spliced closely, and slurry leakage at the joint is avoided.
Other parts of this embodiment are the same as any of embodiments 1 to 6, and thus are not described again.
Example 8:
the embodiment is further optimized on the basis of any one of embodiments 1 to 7, and as shown in fig. 5, the beam bottom formwork fixing assembly 316 is further included and is arranged at the top of the beam structure positioning adjusting supporting top support 313, the beam bottom formwork fixing assembly 316 includes a beam bottom formwork fixing bolt 3161, a beam bottom formwork fixing top 3162 and mounting lugs 3163, the front side and the rear side of the top of the beam structure positioning adjusting supporting top support 313 are symmetrically provided with the mounting lugs 3163, the mounting lugs 3163 on the front side and the rear side are provided with beam bottom formwork fixing bolts 3161 through threads, and the bottom of the beam bottom formwork fixing bolts 3161 on the end portions corresponding to the beam bottom keel end fixing connecting pieces 33 is provided with the beam bottom formwork fixing top 3162.
When the end portions of the adjacent beam bottom keel end fixing connecting pieces 33 are spliced, the end portions of the adjacent two beam bottom keel end fixing connecting pieces 33 are synchronously placed at the top of the same beam structure positioning adjusting supporting jacking 313, and the bottom of the end portions of the two beam bottom keel end fixing connecting pieces 33 are located between the beam bottom formwork 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 bottom formwork fixing top 3162 on two sides can be driven to be close to each other by rotating the beam bottom formwork fixing bolt until the beam bottom formwork fixing top 3162 on two sides clamps the bottom 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 7, and thus are not described again.
Example 9:
this embodiment is further optimized based on any one of embodiments 1 to 8, as shown in fig. 7, the beam structure support connection jacking 312 includes a beam U-shaped connection member 3121 and a beam jacking lifting screw rod connection sleeve 3122, the beam U-shaped connection member 3121 is provided with an opening facing downward and is fastened to the top of the beam structure support tray 311, and the beam jacking lifting screw rod connection sleeve 3122 is installed at the bottom of the top end plate of the beam U-shaped connection member 3121, and the bottom of the beam jacking lifting screw rod connection sleeve 3122 is connected to the top end of the beam wall lifting support assembly 314; two sides of two opposite side walls of the beam U-shaped connecting member 3121 are correspondingly provided with connecting member holes 312A for connecting the floor support main keel 315, and the middle of the two opposite side walls of the beam U-shaped connecting member 3121 is correspondingly provided with a connecting member kidney-shaped hole 312B penetrating the top of the beam jacking lifting screw rod connecting sleeve 3122.
The beam structure positioning adjustment support top support 313 comprises a beam U-shaped support 3131 with a clamping groove at the top and a beam bottom template fixing component 316, the beam U-shaped support 3131 is buckled downwards at the top outer side of a beam U-shaped connecting piece 3121, connecting piece holes 312A corresponding to the beam U-shaped connecting piece 3121 on two sides of two opposite side walls of the beam U-shaped support 3131 are provided with beam support top support waist-shaped holes 313A, connecting piece waist-shaped holes 312B corresponding to the beam U-shaped connecting piece 3121 in the middle of the two opposite side walls of the beam U-shaped support 3131 are provided with beam support top support connecting holes 313B.
The beam top support lifting screw rod connecting sleeve 3122 corresponds the central position of the threaded hole or the coaxial setting of cartridge through-hole on the beam structure support tray 311 at the bottom of the top end plate of the beam U-shaped connecting piece 3121, and the top that the bottom of the beam top support lifting screw rod connecting sleeve 3122 corresponds the beam wall lifting support component 314 is provided with connecting threaded hole or connecting through-hole, realize with the convenient connection on the top of beam wall lifting support component 314.
The bottom end surfaces of the two opposite side walls of the beam U-shaped connecting piece 3121 are flush and attached to the top end surface of the beam structure supporting tray 311, so that the U-shaped connecting piece 3121 is prevented from shaking, and meanwhile, a space for inserting one end of the beam supporting main keel 315 is formed between the top end surface of the U-shaped connecting piece 3121 and the top end surface of the beam structure supporting tray 311 in a bilateral symmetry manner. All correspond on the left side of the relative both sides wall of roof beam U type connecting piece 3121 and the right side and run through and be provided with connecting piece hole 312A, the one end that roof beam supports main joist 315 then corresponds connecting piece hole 312A and is provided with the connecting hole, in inserting the space that constitutes between roof beam U type connecting piece 3121 and the beam structure support tray 311 through the one end with roof beam support main joist 315, then insert connecting piece such as connecting bolt in the connecting piece hole 312A and the connecting hole that align, can realize the convenient installation of roof beam support main joist 315 bilateral symmetry between U-shaped connecting piece 3121 and beam structure support tray 311.
Connecting bolt is inserted between connecting piece hole 312A and the roof beam support top support waist shape hole 313A, connecting bolt is inserted between connecting piece waist shape hole 312B and the roof beam support top support connecting hole 313B, the cooperation in clearing hole and waist shape hole, make connecting bolt can support top support waist shape hole 313A or connecting piece waist shape hole 312B along the roof beam and slide, and then realize that roof beam structure location is adjusted and is supported the relative sliding connection between top support 313 and the roof beam structure support connection top support 312, and then adjust the roof beam structure location in a flexible way and adjust the mounted position that supports top support 313 and connect top support 312 top at the roof beam structure support, finally realize the nimble regulation to the mounted position of beam wall template.
Other parts of this embodiment are the same as any of embodiments 1 to 8, and thus are not described again.
Example 10:
this embodiment is further optimized based on any one of embodiments 1 to 9, and as shown in fig. 8, locking devices are installed between the beam support top support waist-shaped hole 313A of the beam U-shaped supporting member 3131 and the connecting member hole 312A of the beam U-shaped connecting member 3121, and between the beam support top support connecting hole 313B of the beam U-shaped supporting member 3131 and the connecting member waist-shaped hole 312B of the beam U-shaped connecting member 3121.
The locking device is a locking bolt, a locking nut is sleeved at the threaded end of the locking bolt, the locking bolt penetrates through a beam support jacking waist-shaped hole 313A and a connecting piece hole 312A or penetrates through a beam support jacking connecting hole 313B and a connecting piece waist-shaped hole 312B, convenient installation of the beam structure support connection jacking 313 at the top of the beam structure support connection jacking 312 can be achieved, meanwhile, the locking bolt slides along the connecting piece waist-shaped hole 312B or the beam support jacking waist-shaped hole 313A, and the installation position of the beam structure support adjustment support jacking 313 on the beam structure 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 structure positioning adjustment supporting jacking 313, and the beam structure positioning adjustment supporting jacking 313 is conveniently fixed.
Other parts of this embodiment are the same as any of embodiments 1 to 9, and thus are not described again.
Example 11:
the present embodiment is further optimized based on any one of embodiments 1 to 10, as shown in fig. 6 and 10, the present embodiment further includes a beam-wall beam-bottom clamping assembly 32, where 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 assembled more tightly, the stability of the whole beam-structure formwork assembly 34 is ensured, and slurry leakage at the joints between the beam side panels and the beam bottom panel 341 is effectively avoided.
Further, be provided with the stupefied roof beam of fore shaft between the clamping face of first chuck 321 and the side of the roof beam curb plate 342 of one side and between the clamping face of second chuck 322 and the side of the roof beam curb plate 342 of opposite side, still correspond to install on first chuck 321 clamping face and the second chuck 322 clamping face and carry out spacing subassembly 324 of preventing falling to the stupefied roof beam of fore shaft, the spacing end of subassembly 324 of preventing falling passes the clamping face of first chuck 321 or the clamping face of second chuck 322 and extends to the top of the stupefied roof beam of fore shaft and hang on the stupefied roof beam of hasp, avoids the stupefied roof beam bottom clamping component 32 to fall, and the stupefied roof beam bottom clamping component 32 of breast beam is used for carrying out the spacing of locking position with the stupefied roof beam of hasp simultaneously and presss from both sides. Through setting up the stupefied roof beam of fore shaft, 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 the stupefied roof beam of fore shaft 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 10 described above, and thus are not described again.
Example 12:
this embodiment is further optimized on the basis of any one of embodiments 1-11, as shown in fig. 6, first chuck 321 is kept away from second chuck 322 on one side and all is provided with vertical mounting groove on the one side of keeping away from first chuck 321 with second chuck 322, all be provided with a plurality of mounting holes that communicate with the mounting groove from last to the linearity on the clamping face of first chuck 321 and the clamping face of second chuck 322, install in the mounting hole and prevent falling subassembly 324, through preventing falling the subassembly in the mounting hole installation of difference, and then adjust the mounting height of preventing falling the subassembly to the adaptation is spacing to the position of locking to the stupefied roof beam of different heights.
Further, the anti-falling assembly 324 comprises a fixing bolt 3241 and an anti-falling hanging rod 3242, a connecting screw rod extending from the clamping surface to the mounting hole and extending into the mounting groove is arranged at one end of the anti-falling hanging rod 3242, and the fixing bolt 3241 is sleeved on one end of the connecting screw rod extending into the mounting groove in a threaded manner.
The diameters of the anti-falling hanging rod 3242 and the fixing bolt 3241 are both larger than the diameter of the mounting hole, one end of the anti-falling hanging rod 3242 is coaxially screwed or welded with a connecting screw rod, the connecting screw rod penetrates through the mounting hole and extends into the mounting groove, then the fixing bolt 3241 is screwed on the connecting screw rod from the mounting groove, the end face of the fixing bolt 3241 and the end face of the anti-falling hanging rod 3242 clamp the end faces of the two ends of the mounting hole by screwing the fixing bolt 3241, and therefore convenient detachable installation of the anti-falling assembly 324 in the mounting hole is achieved.
Other parts of this embodiment are the same as any of embodiments 1 to 11, and thus are not described again.
Example 13:
the present embodiment is further optimized based on any one of embodiments 1 to 12, as shown in fig. 6, the adjusting assembly 323 includes a clamping adjusting screw 3231 and a clamping adjusting nut 3232, one end of the clamping adjusting screw 3231 is connected to the bottom of the first chuck 321, the other end of the clamping adjusting screw 3231 penetrates through the bottom of the second chuck 322 and is in threaded connection with the bottom of the second chuck 322, the clamping adjusting nut 3232 is screwed on the other end of the clamping adjusting screw 3231 corresponding to the side of the second chuck 322 away from the first chuck 321, and the end surface of the clamping adjusting nut 3232 contacts with the side of the second chuck 322 away from the first chuck 321.
One end of the clamping adjusting screw 3231 is a fixed end, and the other end is an adjusting end. The bottom of the first chuck 321 is provided with a threaded hole with one end closed and the other end open corresponding to the fixed end of the clamping adjusting screw 3231, so that the bottom of the first chuck 321 is fixedly connected with the fixed end of the clamping adjusting screw 3231. The bottom of the second chuck 322 is provided with a through hole corresponding to the adjusting end of the clamping adjusting screw 3231, the diameter of the through hole is larger than that of the clamping adjusting screw 3231, the bottom of the second chuck 322 is in sliding connection with the clamping adjusting screw 3231, a clamping adjusting nut 3232 is sleeved on the adjusting end of the clamping adjusting screw 3231 corresponding to the side thread of the second chuck 322 far away from the first chuck 321, and the end face of the clamping adjusting nut 3232 pushes the second chuck 322 towards the direction close to the first chuck 321 by rotating the clamping adjusting nut 3232, so as to drive the second chuck 322 to be close to the first chuck 321.
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:
the embodiment is further optimized on the basis of any one of the embodiments 1 to 13, the first chuck 321 and the second chuck 322 have the same structure, the first chuck 321 includes an upper clamping portion and a lower clamping portion which are vertically spliced, the top end surface of the lower clamping portion is spliced with the bottom end surface of the upper clamping portion and is connected with the bottom end surface of the upper clamping portion through a screw, the clamping surface of the upper clamping portion is flush with the clamping surface of the lower clamping portion, and the upper clamping portion and the lower clamping portion are correspondingly provided with vertical mounting grooves which are communicated with each other.
Corresponding not girder side plate 342 of co-altitude, can be through splicing not high clip portion and lower clip portion with compatible not high girder side plate 342 and carry out the centre gripping.
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 from any of embodiments 1 to 14, in which, as shown in fig. 6, the clamping surface of the first chuck 321 is inclined from top to bottom in a direction away from the clamping surface of the second chuck 322; the clamping surface of the second collet 322 is inclined from above and below in a direction away from the clamping surface of the first collet 321.
By providing the clamping surface of the first clamping head 321 or the clamping surface of the second clamping head 322 as an inclined surface, the clamping surface applies a force to the left end surface of the left-side locking square beam or the right end surface of the right-side locking square beam not in a horizontal direction according to plane-to-plane contact, but in a direction inclined downward toward the bottom of the beam wall U-shaped beam, i.e., there is a vertical downward separation so that the beam wall U-shaped beam is more stably mounted on the top of the beam support assembly.
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 present embodiment is further optimized on the basis of any one of embodiments 1 to 15, as shown in fig. 9, the beam structure lifting support screw assembly 314 includes a beam lifting support screw 3141, a beam lifting adjustment ring 3142, and a beam lifting adjustment rubber sleeve 3143, the top end of the beam lifting support screw 3141 upwardly penetrates through the beam structure support tray 311 and is in threaded connection with the top of the beam structure support connection top support 312, the beam lifting adjustment ring 3142 is sleeved on one end of the beam lifting support screw 3141 away from the beam structure support connection top support 312, and the bottom of the beam lifting adjustment ring 3142 is provided with the beam lifting adjustment rubber sleeve 3143.
The top of the beam-wall beam lifting support screw 3141 upwards penetrates through a threaded hole or an insertion through hole in the beam structure support tray 311 and upwards extends, and is in threaded connection with the bottom of the beam structure support connection jacking support 312, so that the beam structure support connection jacking support 312 is conveniently installed at the top of the beam-wall beam lifting support screw 3141. Meanwhile, the bottom of the beam-wall beam lifting support screw 3141 is sleeved with a beam-wall beam lifting adjusting ring 3142 in a threaded manner, the beam-wall beam lifting support screw 3141 is driven to linearly move along the vertical direction by rotating the adjusting ring 3142, the supporting height of the beam structure support tray 311 and the beam structure support connection jacking 312 is adjusted, and the flexible adjustment of the supporting height of the beam-wall template is finally realized. The beam-wall beam lifting adjusting rubber sleeve 3143 effectively ensures the stability of the beam-wall beam lifting support screw 3141 during movement, so that the whole beam-wall support structure is more stable and is not easy to shake.
Other parts of this embodiment are the same as any of embodiments 1 to 15, 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 (10)

1. The beam wall fast-assembling early-dismantling beam structure convenient for beam bottom adjustment and positioning is characterized by comprising a beam supporting assembly (31), beam bottom keel end fixing connecting pieces (33) and a beam structure template assembly (34), wherein the beam bottom keel end fixing connecting pieces (33) are mounted at the top of the beam supporting assembly (31) in a buckling mode, the beam structure template assembly (34) comprises a beam bottom plate (341), beam side plates (342) symmetrically arranged at two sides of the beam bottom plate (341) and a beam wall internal corner floor template (343) arranged at the tops of the beam side plates (342), and the bottoms of the beam side plates (342) at two sides extend to the lower side of the bottom end face of the beam bottom plate (341) and form beam bottom grooves clamped with the beam bottom keel end fixing connecting pieces (33) together with the bottom end face of 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 face of the beam bottom plate (341) and form a beam pouring groove together with the top end face of the beam bottom plate (341).
2. The beam wall fast-assembling early-dismantling beam structure convenient for beam bottom adjusting and positioning is characterized by further comprising a beam wall internal corner floor formwork supporting and connecting keel (344), wherein the beam wall internal corner floor formwork supporting and 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 supporting and connecting keel (344) to form a male edge structure.
3. The beam wall fast-assembling early-dismantling beam structure convenient for beam bottom adjusting and positioning as claimed in claim 2, wherein the beam support assembly (31) comprises a beam support main keel (315), a beam structure lifting support screw rod assembly (314), a beam structure support tray (311) arranged at the top of the beam structure lifting support screw rod assembly (314), a beam structure support connection top bracket (312) arranged at the top of the beam structure support tray (311), and a beam structure positioning adjustment support top bracket (313) arranged at the top of the beam structure support connection top bracket (312), the top end of the beam structure lifting support screw rod assembly (314) upwards penetrates through the beam structure support tray (311) and is connected with the bottom of the beam structure support connection top bracket (312), the beam structure support connection top bracket (312) and the beam structure support tray (311) are provided with the beam support main keel (315) through left-right symmetrical clamping, the other end of the beam supporting main keel (315) is connected with a floor supporting upright stanchion through a connecting fastener; the top movable buckling that the roof support (312) was connected in beam structure support has beam structure location to adjust and supports the top support (313), beam structure location is adjusted and is supported the top block that the top support (313) was adjusted and is installed beam bottom fossil fragments end fixed connection spare (33).
4. The beam-wall fast-assembly early-disassembly beam structure convenient for beam bottom adjustment and positioning as claimed in claim 3, further comprising a beam-assisted diagonal bracing assembly (317) and a beam-wall diagonal bracing assembly (318), wherein one end of the beam-assisted diagonal bracing assembly (317) is movably connected with the bottom of the beam-supported main keel (315), and the other end of the beam-assisted diagonal bracing assembly (317) is provided with a connecting fastener; one end of the beam wall diagonal bracing assembly (318) is movably connected with the top of the beam support main keel (315), and the other end of the beam wall diagonal bracing assembly (318) is arranged corresponding to the side face of the beam structure formwork assembly (34).
5. The beam wall fast-assembling early-dismantling beam structure convenient for beam bottom adjusting and positioning is characterized by further comprising beam bottom template fixing components (316) arranged at the tops of the beam structure positioning adjusting supporting top supports (313), wherein the beam bottom template fixing components (316) comprise beam bottom template fixing bolts (3161), beam bottom template fixing top heads (3162) and mounting lugs (3163), the front side and the rear side of the top of the beam structure positioning adjusting supporting top supports (313) are symmetrically provided with the mounting lugs (3163), the beam bottom template fixing bolts (3161) are installed on the mounting lugs (3163) on the front side and the rear side in a threaded manner, and the bottom of the beam bottom template fixing bolts (3161) corresponding to the beam bottom keel end fixed connecting pieces (33) is arranged at the end parts of the beam bottom template fixing bolts (3161).
6. A beam wall quick-assembling early-dismantling beam structure convenient for beam bottom adjustment positioning as claimed in any one of claims 3-5, wherein said beam structure support connection top bracket (312) comprises a beam structure U-shaped connecting member (3121), a beam top bracket lifting screw rod connecting sleeve (3122), said beam top bracket lifting screw rod connecting sleeve (3122) is snap-fitted on top of the beam structure lifting support screw rod assembly (314); the beam structure U-shaped connecting piece (3121) is opened and is buckled downwards and set up at the top that the beam top held in the palm lift lead screw connecting sleeve (3122), and the both ends of two relative lateral walls of beam structure U-shaped connecting piece (3121) correspond and are provided with the connecting piece hole that is used for the tie beam to support main joist (315), are provided with connecting piece waist shape hole between the connecting piece hole that is located both ends on two relative lateral walls of beam structure U-shaped connecting piece (3121).
7. A beam wall quick-assembling early-dismantling beam structure convenient for beam bottom adjustment positioning as claimed in claim 6 wherein said beam structure positioning adjustment support top bracket (313) comprises a beam structure U-shaped support member (3131) having a clamping groove at the top, said beam structure U-shaped support member (3131) is snap-fitted on the top of the beam structure U-shaped connecting member (3121) with an opening downward, a beam support top bracket waist-shaped hole is provided on both ends of two opposite side walls of said beam structure U-shaped support member (3131) corresponding to the connecting member hole on the beam structure U-shaped connecting member (3121), and a beam support top bracket connecting hole is provided on the middle of two opposite side walls of said beam structure U-shaped support member (3131) corresponding to the connecting member waist-shaped hole on the beam structure U-shaped connecting member (3121).
8. A beam wall fast-assembling early-dismantling beam structure convenient for beam bottom adjusting and positioning as claimed in any one of claims 1 to 5, further comprising a beam wall beam bottom clamping assembly (32), wherein said beam wall beam bottom clamping assembly (32) comprises a first clamping head (321), a second clamping head (322), an adjusting assembly (323), and a fall-preventing assembly (324), said first clamping head (321) and said second clamping head (322) are respectively mounted at two ends of said adjusting assembly (323) corresponding to the beam side plates (342) at two sides, and said adjusting assembly (323) drives said second clamping head (322) to move towards the direction close to said first clamping head (321) to clamp the beam side plates (342) at two sides.
9. The beam wall quick-assembly early-disassembly beam structure convenient for beam bottom adjustment and positioning as claimed in claim 8, wherein a locking edge 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, and anti-falling assemblies (324) hung on the locking edge beam are further arranged on the clamping surface of the first clamping head (321) and the clamping surface of the second clamping head (322).
10. The beam wall fast-assembling early-dismantling beam structure convenient for beam bottom adjustment and positioning as claimed in claim 9, wherein a vertical mounting groove is provided on a side of the first chuck (321) away from the second chuck (322) and a side of the second chuck (322) away from the first chuck (321), a plurality of mounting holes communicated with the mounting groove are linearly provided on a clamping surface of the first chuck (321) and a clamping surface of the second chuck (322) from top to bottom, and the anti-falling assembly (324) is installed in the mounting holes.
CN202110413907.0A 2021-04-16 2021-04-16 Beam wall fast-assembling early-dismantling beam structure convenient for beam bottom adjusting and positioning Active CN113107199B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110413907.0A CN113107199B (en) 2021-04-16 2021-04-16 Beam wall fast-assembling early-dismantling beam structure convenient for beam bottom adjusting and positioning

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110413907.0A CN113107199B (en) 2021-04-16 2021-04-16 Beam wall fast-assembling early-dismantling beam structure convenient for beam bottom adjusting and positioning

Publications (2)

Publication Number Publication Date
CN113107199A true CN113107199A (en) 2021-07-13
CN113107199B CN113107199B (en) 2024-06-21

Family

ID=76718109

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110413907.0A Active CN113107199B (en) 2021-04-16 2021-04-16 Beam wall fast-assembling early-dismantling beam structure convenient for beam bottom adjusting and positioning

Country Status (1)

Country Link
CN (1) CN113107199B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114000704A (en) * 2021-12-02 2022-02-01 卢基胜 Beam frame with sliding rail mechanism for building construction

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015131334A1 (en) * 2014-03-04 2015-09-11 东莞市石西智能机器制造有限公司 Building structure and construction method for same
CN107989364A (en) * 2018-01-16 2018-05-04 广州市快易模板工程有限公司 A kind of strip Quick Release support system for beam
CN110792257A (en) * 2019-09-18 2020-02-14 深圳市建枋科技有限公司 Building wood formwork beam plate steel keel supporting system and reinforcing method thereof
CN214834773U (en) * 2021-04-16 2021-11-23 广州市快易模板工程有限公司 Beam wall fast-assembling early beam structure of tearing open convenient to beam bottom is adjusted and is fixed a position

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015131334A1 (en) * 2014-03-04 2015-09-11 东莞市石西智能机器制造有限公司 Building structure and construction method for same
CN107989364A (en) * 2018-01-16 2018-05-04 广州市快易模板工程有限公司 A kind of strip Quick Release support system for beam
CN110792257A (en) * 2019-09-18 2020-02-14 深圳市建枋科技有限公司 Building wood formwork beam plate steel keel supporting system and reinforcing method thereof
CN214834773U (en) * 2021-04-16 2021-11-23 广州市快易模板工程有限公司 Beam wall fast-assembling early beam structure of tearing open convenient to beam bottom is adjusted and is fixed a position

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114000704A (en) * 2021-12-02 2022-02-01 卢基胜 Beam frame with sliding rail mechanism for building construction

Also Published As

Publication number Publication date
CN113107199B (en) 2024-06-21

Similar Documents

Publication Publication Date Title
CN104018675A (en) Construction method for shear wall concrete formworks and pillar concrete formworks
CN214834773U (en) Beam wall fast-assembling early beam structure of tearing open convenient to beam bottom is adjusted and is fixed a position
CN113107199A (en) Beam wall fast-assembling early beam structure of tearing open convenient to beam bottom is adjusted and is fixed a position
CN213359004U (en) Stably-spliced lifting wall
CN214575678U (en) Early-dismantling supporting structure for beam wall
CN113235912A (en) Wall formwork structure based on convenient fast-assembling of hidden casing is to drawing
CN203050148U (en) Template supporting head capable of being easily disassembled and applied to various template keels
CN214785946U (en) Beam, wall and plate combined quick-mounting early-dismounting structure
CN218814413U (en) Precast concrete slab capable of being positioned and fixed at corner rapidly
CN201347590Y (en) Quick connection and calibration clamp for steel column joint
CN113107196B (en) Beam, wall and plate surface combined quick-mounting and quick-dismounting structure
CN215563305U (en) Prefabricated assembled concrete frame dry node structure
CN215631602U (en) Safe early-dismantling fast-assembly floor formwork structure
CN210315967U (en) Prefabricated part mounting structure
CN214834737U (en) Plug-in type board primary and secondary keel fast-assembling early-dismantling ear-shaped connecting piece
CN214739017U (en) Steel tube bundle combined shear wall and steel beam connecting device
CN201671355U (en) Template early-dismantling system of bowl-scaffold support
CN210396093U (en) Double-shear wall deformation joint steel formwork
CN209907886U (en) Adjustable assembled stair construction platform
CN108457193B (en) Box beam skew web plate formwork erecting structure and its erection method
CN112962960B (en) Early formwork stripping support system of coincide floor rigid coupling independent stay
CN113107195A (en) Safe early-dismantling fast-assembly floor formwork structure
CN214834715U (en) Wall formwork structure based on convenient fast-assembling of hidden casing is to drawing
CN216196610U (en) Integral fixture for beam side wall
CN219826128U (en) Displacement prevention device for beam template

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant