CN115387502B - Same-layer construction system and construction method for assembled partition wall and main body structure - Google Patents

Same-layer construction system and construction method for assembled partition wall and main body structure Download PDF

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Publication number
CN115387502B
CN115387502B CN202211143501.6A CN202211143501A CN115387502B CN 115387502 B CN115387502 B CN 115387502B CN 202211143501 A CN202211143501 A CN 202211143501A CN 115387502 B CN115387502 B CN 115387502B
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China
Prior art keywords
wall
assembled partition
plate
reinforcing
partition plate
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CN202211143501.6A
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Chinese (zh)
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CN115387502A (en
Inventor
康苗
闫亚团
许广兴
杜正宇
李守富
朱晶
王腾
姚尔可
徐盼
苏宝
张伟
姚明利
陈晨
马铁丁
陈伯佳
王升
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China Construction Third Bureau Group Co Ltd
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China Construction Third Bureau Construction Engineering Co Ltd
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Priority to CN202211143501.6A priority Critical patent/CN115387502B/en
Publication of CN115387502A publication Critical patent/CN115387502A/en
Application granted granted Critical
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • E04C5/03—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • 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
    • 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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/005—Strips for covering joints between form sections, e.g. to avoid burring or spilling of laitance
    • 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
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • 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
    • E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
    • 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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
    • 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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12—Mounting of reinforcing inserts; Prestressing
    • 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
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction 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
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G23/0222—Replacing or adding wall ties
    • 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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/06—Forming boards or similar elements the form surface being of metal

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention provides a same-layer construction system and a construction method for an assembled partition wall and a main body structure, and relates to the technical field of building construction. The system comprises a main body wall structure, an assembled partition plate and a same-layer reinforcing system, wherein an installation area for installing the assembled partition plate is reserved on the main body wall structure, and the top of the installation area is open; the same-layer reinforcing system comprises an aluminum mould supporting system and a reinforcing system, wherein the aluminum mould supporting system is supported on the inner side and the outer side of a wall body of the main body wall structure, and the reinforcing system is used for fixing the aluminum mould supporting system and the assembled partition plate after the assembled partition plate is positioned to the installation area. The construction system ensures the same-layer construction of the main body wall structure and the assembled partition wall, and can be completed once, so that the construction is safer and more convenient.

Description

Same-layer construction system and construction method for assembled partition wall and main body structure
Technical Field
The invention relates to the technical field of building construction, in particular to a same-layer construction system and a construction method for an assembled partition wall and a main body structure.
Background
Along with the rapid development of the construction technology in China, the assembled structure is more and more widely popularized, and the assembled construction becomes the trend of the future construction. The assembled partition wall technology is widely applied to industrial buildings, and autoclaved lightweight aerated concrete partition boards (ALC boards for short) are one of the more common forms. The ALC board is a porous crystalline concrete molding board which is produced by adopting cement, lime, gypsum and silica sand as main raw materials and adding aluminum powder as an air generating agent through a plurality of procedures such as high temperature, high pressure, steam curing and the like, and has the advantages of light dead weight, high strength, good ductility, strong shock resistance, good heat preservation and sound insulation, fire prevention, durability and the like compared with the traditional wall material, and is particularly used for construction of an ultra-high inner partition wall.
However, the assembled partition wall in the prior art is secondarily inserted after the construction of the main structure is completed, for example, chinese patent CN113482198A discloses an ALC plate installation method and an ALC plate installation structure, the ALC plate installation method comprising the steps of: connecting the pipe clamp with the bottom of the ALC plate, placing the ALC plate between the anti-bank and the floor plate, and fixedly connecting the pipe clamp on the anti-bank through a shooting nail; welding one side plate of the angle iron to the steel beam; wherein, the girder steel is connected to the bottom of the floor slab; the hook bolt penetrating through the ALC plate is connected with the other side plate of the angle iron in a clamping mode, and therefore the upper portion of the ALC plate is fixed to the steel beam. However, in the above patent, the installation of the ALC plate is performed after the construction of the main structure is completed, the construction process is affected by the construction mode, and the construction safety hidden trouble is increased while the work efficiency is reduced by the insertion mode.
Disclosure of Invention
The invention aims to provide a construction system and a construction method for the same layer of an assembled partition wall and a main body structure, which are used for solving the technical problems that the installation mode of the assembled partition wall in the prior art requires secondary insertion construction, the working procedure is affected and great potential safety hazard exists. The preferred technical solutions of the technical solutions provided by the present invention can produce a plurality of technical effects described below.
In order to achieve the above purpose, the present invention provides the following technical solutions:
the invention provides a construction system of an assembled partition wall and a main structure on the same layer, which comprises a main wall structure, an assembled partition wall board and a reinforcement system on the same layer, wherein an installation area for installing the assembled partition wall board is reserved on the main wall structure, and the top of the installation area is open;
the same-layer reinforcing system comprises an aluminum mould supporting system and a reinforcing system, wherein the aluminum mould supporting system is supported on the inner side and the outer side of a wall body of the main body wall structure, and the reinforcing system is used for fixing the aluminum mould supporting system and the assembled partition plate after the assembled partition plate is positioned to the installation area;
the reinforcing system comprises a wall top reinforcing side plate, a wall end reinforcing plate and a wall middle reinforcing component, wherein the wall top reinforcing side plate is a beam side plate structure arranged on the inner side and the outer side of the top of the assembled partition plate; the wall end reinforcing plates are end reinforcing plates arranged on the inner side and the outer side of two ends of the assembled partition plate; the in-wall reinforcing component comprises horizontal plates transversely connected between the assembled partition plate and an aluminum mould supporting system adjacent to the assembled partition plate, screw rods connected between the two horizontal plates on the inner side and the outer side, back ribs vertically arranged on the horizontal plates and diagonal braces vertically arranged on the back ribs.
According to a preferred embodiment, the lower part of the wall top reinforcing side plate is wrapped with the upper part of the assembled partition plate, the part of the wall top reinforcing side plate wrapped with the assembled partition plate is not smaller than 50mm, and the space between the two wall top reinforcing side plates which are oppositely arranged is used for pouring concrete to form a main body beam taking the top of the partition plate as a bottom die.
According to a preferred embodiment, the wall end reinforcing plate is a flat plate with the width not smaller than 10cm, the top of the wall end reinforcing plate is connected with the bottom surface of the wall top reinforcing side plate, and one side of the wall end reinforcing plate is connected with the side edge of the aluminum mould supporting system.
According to a preferred embodiment, a connecting piece is arranged at the top of the assembled partition plate, the connecting piece comprises an L-shaped pipe clamp and an anchor bolt welded at one end of the L-shaped pipe clamp, one end, away from the anchor bolt, of the L-shaped pipe clamp is fixed inside the assembled partition plate, and the other end of the L-shaped pipe clamp is arranged at the top of the assembled partition plate and enables the anchor bolt to extend upwards into a poured concrete main beam.
According to a preferred embodiment, a rubber mat is provided on top of the assembled partition panel.
According to a preferred embodiment, U-shaped clamping grooves used for positioning the assembled partition boards are arranged at the bottom of the installation area at intervals, and the groove depth of the U-shaped clamping grooves is not smaller than 50mm.
According to a preferred embodiment, double faced adhesive tape is provided at the joints of the main body wall structure and the assembled partition plate.
According to a preferred embodiment, when the main body wall structure is a T-shaped structure, an angular formwork structure is provided between the aluminium formwork support systems at the corners of the T-shape.
The invention also provides a construction method of the assembled partition wall and the main structure on the same layer, which comprises the following steps:
binding side wall steel bars connected with the assembled partition plate in the installation area of the main body wall structure;
a plurality of U-shaped clamping grooves are sequentially arranged at the lower part of the installation area;
installing diagonal braces on the indoor side;
hoisting the assembled partition plate to the installation area by using a tower crane, and sequentially positioning and placing the bottoms of the assembled partition plates into the U-shaped clamping grooves for positioning, so that the inner side of the assembled partition plate and the indoor side of the inclined support rod are temporarily tied;
the method comprises the steps that an L-shaped pipe clamp and an anchor bolt connecting piece are used at the top of an assembled partition board, the L-shaped pipe clamp is anchored at the top of the partition board, a wall top reinforcing side plate is additionally arranged at the top of the assembled partition board, wall end reinforcing plates are additionally arranged at two ends of the assembled partition board, and then a water plate, a back rib and an inclined strut are additionally arranged between the assembled partition board and an adjacent aluminum mould supporting system;
correcting and reinforcing after rechecking the positions and flatness of the assembled partition boards;
pasting double faced adhesive tape at the plate seam of the assembled partition plate, and pasting a rubber pad at the top of the assembled partition plate;
and (3) pouring concrete on the top of the assembled partition plate to form a main body beam structure taking the top of the assembled partition plate as a bottom die.
Based on the technical scheme, the same-layer construction system and the construction method for the assembled partition wall and the main structure have at least the following technical effects:
the assembled partition wall and main structure same-layer construction system can connect the main wall structure with the assembled partition wall by using the same-layer reinforcement system, a beam bottom plate of an installation area is omitted, and concrete pouring is performed by using the top of the partition wall plate as a bottom die to form a main body beam with the top of the partition wall plate as the bottom die. Meanwhile, the contact surface template of the partition wall end and the main body wall is canceled, the wall end reinforcing plate is used as a plug board, the same-layer construction of the main body wall structure and the assembled partition wall is guaranteed, and the construction is completed once, so that the construction is safer and more convenient.
Drawings
In order to more clearly illustrate the embodiments of the invention or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the invention, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural view of an assembled partition wall and main structure same-layer construction system according to a preferred embodiment of the present invention;
FIG. 2 is a schematic view of the construction system of the assembled partition wall and the main structure of the same layer according to another preferred embodiment of the present invention;
FIG. 3 is a schematic view of the assembly type partition plate of the present invention with rubber pads and connectors;
FIG. 4 is a section view 1-1 of FIG. 3;
fig. 5 is a section view 2-2 of fig. 3.
In the figure: 1-a main body wall structure; 2-assembled partition boards; 3-an aluminum mould supporting system; 4-wall top reinforcing side plates; 5-a wall end reinforcing plate; 6-horizontal plates; 7-back edges; 8-diagonal bracing; 9-a screw; 10-angle template structure; 11-U-shaped clamping grooves; 12-a rubber pad; 13-anchor bolts; 14-L-shaped pipe clamps; 15-body beams.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the technical solutions of the present invention will be described in detail below. It will be apparent that the described embodiments are only some, but not all, embodiments of the invention. All other embodiments, based on the examples herein, which are within the scope of the invention as defined by the claims, will be within the scope of the invention as defined by the claims.
The technical scheme of the invention is described in detail below with reference to the attached drawings.
Example 1
As shown in fig. 1 and 2, the invention provides a construction system of an assembled partition wall and a main body structure in the same layer, which comprises a main body wall structure 1, an assembled partition plate 2 and a reinforcement system in the same layer. Wherein, reserve the installation region that is used for installing assembled partition plate 2 on main part wall structure 1, and the top of installation region is open. The main body wall structure 1 is the shear wall of each layer. The installation area is used for installing the assembled partition plate 2, and the top opening of the installation area is used for hoisting the assembled partition plate 2 from the top opening to the installation area by adopting a tower crane so as to realize the same-layer construction.
Preferably, the same-layer reinforcement system comprises an aluminum mould supporting system 3 and a reinforcement system, wherein the aluminum mould supporting system 3 is supported on the inner side and the outer side of the wall body of the main body wall structure 1 and is used for reinforcing the main body wall structure 1. The aluminum mould supporting system 3 is an aluminum mould plate structure in the prior art, and the supporting of the aluminum mould supporting system on the main body wall structure 1 is the same as that in the prior art, and is not described herein again.
The reinforcement system is used to secure the aluminum mould support system 3 and the fabricated partition plate 2 after the fabricated partition plate 2 is positioned to the installation area. Preferably, the reinforcement system comprises a wall top reinforcement side plate 4, a wall end reinforcement plate 5 and a wall middle reinforcement assembly, wherein the wall top reinforcement side plate 4 is a beam side plate structure arranged on the inner side and the outer side of the top of the assembled partition plate 2. Preferably, the lower part of the wall top reinforcing side plate 4 is wrapped with the upper part of the assembled partition plate 2, the part of the wall top reinforcing side plate 4 wrapped with the assembled partition plate 2 is not smaller than 50mm, and the space between the two oppositely arranged wall top reinforcing side plates 4 is used for pouring concrete to form a main body beam 15 taking the top of the partition plate as a bottom die. Preferably, the portion of the wall top reinforcing side panel 4 that underlies the fabricated partition panel 2 is 50mm. According to the invention, a beam bottom plate of a partition wall installation area is eliminated, and concrete pouring is performed by using the top of the partition wall plate as a bottom die. Preferably, the wall end reinforcing plates 5 are end reinforcing plates provided at both inner and outer sides of the two ends of the assembled partition plate 2. The wall end reinforcing plate 5 is a flat plate with the width not smaller than 10cm, the top of the wall end reinforcing plate 5 is connected with the bottom surface of the wall top reinforcing side plate 4, and one side of the wall end reinforcing plate 5 is connected with the side edge of the aluminum mould supporting system 3. The invention cancels the contact surface template of the partition wall end and the main body wall, and uses the wall end reinforcing plate as the plug plate. Preferably, the in-wall reinforcing component comprises horizontal plates 6 transversely connected to the inner side and the outer side of the assembled partition plate 2 and the adjacent aluminum mould supporting system 3, a screw 9 connected between the inner side and the outer side of the two horizontal plates 6, a back rib 7 vertically arranged on the horizontal plates 6 and an inclined strut 8 inclined on the back rib 7. Wherein, the horizontal plate 6 is a connecting plate with the length not less than 200mm and is used for being transversely connected between the assembled partition plate 2 and the aluminum mould supporting system 3. Preferably, the horizontal plate 6 is provided in two upper and lower ways, as shown in fig. 1 or 2. The back edges 7 of the double-row steel structure are vertically arranged along the horizontal plate 6, and the back edges 7 can be increased or decreased according to the wall height. And an inclined stay bar 8 is hung on the back edge 7 for reinforcement. In order to improve stability, openings penetrating through the partition plate can be arranged between the oppositely arranged horizontal plates 6, and screws 9 are arranged in the openings for opposite-pulling reinforcement.
Preferably, as shown in fig. 3 to 5, a connector is provided at the top of the fabricated partition plate 2, the connector including an L-shaped pipe clamp 14 and an anchor bolt 13 welded at one end of the L-shaped pipe clamp 14, and wherein one end of the L-shaped pipe clamp 14 remote from the anchor bolt 13 is fixed to the inside of the fabricated partition plate 2, and the other end of the L-shaped pipe clamp 14 is provided at the top of the fabricated partition plate 2 and extends the anchor bolt 13 upward into the poured concrete body beam 15. Preferably, the length of the anchor bolt is not less than 100mm. By means of the connectors, stability between the body beam 15 and the assembled partition plate 2 after the cast concrete forms the body beam is increased. Preferably, as shown in fig. 3 to 5, a rubber mat 12 is provided on top of the assembled partition plate 2. The thickness of the rubber pad 12 is 10-20mm. A tongue-and-groove with the depth of 10-20mm is reserved on the inner side and the outer side of the rubber pad 12 for pouring along with the main body beam. Preferably, the connectors may be provided one at each assembled panel 80mm from the panel ends to increase the stability between the panel and the body beam.
Preferably, as shown in fig. 1 or fig. 2, U-shaped clamping grooves 11 for positioning the assembled partition plate 2 are arranged at intervals at the bottom of the installation area, and the groove depth of the U-shaped clamping grooves 11 is not less than 50mm. Preferably, a plurality of U-shaped clamping grooves 11 are arranged at intervals at the bottom of the installation area, and the plurality of U-shaped clamping grooves are centrally fixed and used for horizontally positioning the assembled partition plate.
Preferably, double faced adhesive tape is arranged at the joint of the main body wall structure 1 and the assembled partition plate 2. Preventing slurry leakage during concrete pouring.
Preferably, as shown in fig. 2, when the main wall structure 1 is a T-shaped structure, an angle formwork structure 10 is provided between the aluminum formwork support systems 3 at the corners of the T-shape. So that the aluminum mould supporting system at the corners can be stably supported on the side surface of the main body wall structure 1.
The construction of the same layer of main body wall structure and assembled partition wall can be guaranteed, and the construction is completed once, so that the construction is safer and more convenient.
Example 2
The embodiment provides a construction method of the same layer of an assembled partition wall and a main body structure, which comprises the following specific construction process flows: preparing materials, binding side wall reinforcing steel bars connected with a partition wall, positioning and paying off to clean a working surface, installing a U-shaped clamping groove at the lower part of the partition wall, installing an indoor side diagonal brace, hoisting an assembled partition plate, erecting a plate, temporarily fixing the partition wall on one side of the diagonal brace, installing a reinforcing system at the other side and the upper part of the partition wall, correcting and fixing, and pouring concrete.
Specifically, the method comprises the following steps:
(1) And binding side wall steel bars connected with the assembled partition plate 2 in the installation area of the main body wall structure 1.
(2) Cleaning a positioning elastic wire in advance, and installing a U-shaped clamping groove 6 at the lower part of the installation area; and the U-shaped clamping groove is centered and fixed.
(3) An inclined stay bar 8 is arranged on the indoor side;
(4) The assembled partition plate 2 is hoisted to the installation area by utilizing the tower crane, and the bottoms of the assembled partition plates 2 are sequentially positioned and placed into the U-shaped clamping grooves 6 for positioning, so that the inner side of the assembled partition plate 2 and the indoor side of the inclined stay rod 8 are temporarily tied.
(5) The method comprises the steps of using an L-shaped pipe clamp to weld a connecting piece of a c6 steel bar anchor bolt at the top of an assembled partition plate 2, enabling the pipe clamp to be anchored at the top of the partition plate, additionally installing wall end reinforcing plates 5 at two ends of the assembled partition plate 2, additionally installing wall top reinforcing side plates 4 at the top of the assembled partition plate 2, and additionally installing a water flat plate 6, a back rib 7 and inclined supporting rods 8 between the assembled partition plate 2 and an adjacent aluminum mould supporting system 3.
(6) And correcting and reinforcing after rechecking the position and flatness of the assembled partition plate 2.
(7) Double faced adhesive tape is stuck at the plate seam of the assembled partition plate 2, and a rubber pad and a fixed connecting piece are stuck at the top of the assembled partition plate 2.
(8) Concrete casting is performed on top of the fabricated partition plate 2 to form a body beam 15 with the top of the fabricated partition plate 2 as a bottom mold. Therefore, the same-layer construction of the partition plate and the same-layer main body wall is realized, the same-layer reinforcing system can be removed once and is turned to the upper layer for use.
In addition, after the reinforcement of the same-layer construction system is finished, construction is continued after the inspection and the acceptance is qualified, and the frame body is frequently inspected and maintained in the use process. Each node connection should be checked, and the flatness of the verticality of the template and the assembled partition wall should be checked, and whether the reinforcement system is loose or not is checked.
The foregoing is merely illustrative of the present invention, and the present invention is not limited thereto, and any person skilled in the art will readily recognize that variations or substitutions are within the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims (9)

1. The construction system is characterized by comprising a main body wall structure (1), an assembled partition plate (2) and a same-layer reinforcing system, wherein an installation area for installing the assembled partition plate (2) is reserved on the main body wall structure (1), and the top of the installation area is open;
the same-layer reinforcing system comprises an aluminum mould supporting system (3) and a reinforcing system, the aluminum mould supporting system (3) is supported on the inner side and the outer side of a wall body of the main body wall structure (1), and the reinforcing system is used for fixing the aluminum mould supporting system (3) and the assembled partition plate (2) after the assembled partition plate (2) is positioned to the installation area;
the reinforcing system comprises a wall top reinforcing side plate (4), a wall end reinforcing plate (5) and a reinforcing component in the wall, wherein the wall top reinforcing side plate (4) is a beam side plate structure arranged at the inner side and the outer side of the top of the assembled partition plate (2); the wall end reinforcing plates (5) are end reinforcing plates arranged on the inner side and the outer side of the two ends of the assembled partition plate (2); the wall middle-fixing assembly comprises horizontal plates (6) which are transversely connected between the assembled partition plates (2) and the aluminum mould supporting systems (3) adjacent to the assembled partition plates, screw rods (9) which are connected between the two horizontal plates (6) on the inner side and the outer side, back ribs (7) which are vertically arranged on the horizontal plates (6) and diagonal braces (8) which are obliquely supported on the back ribs (7).
2. The assembled partition wall and main structure same-layer construction system according to claim 1, wherein the lower part of the wall top reinforcing side plate (4) is wrapped around the upper part of the assembled partition wall plate (2), the part of the wall top reinforcing side plate (4) wrapped around the assembled partition wall plate (2) is not less than 50mm, and a space between two wall top reinforcing side plates (4) which are oppositely arranged is used for pouring concrete to form a main body beam taking the top of the partition wall plate as a bottom die.
3. The assembled partition wall and main structure same-layer construction system according to claim 1, wherein the wall end reinforcing plate (5) is a flat plate with the width not smaller than 10cm, the top of the wall end reinforcing plate (5) is connected with the bottom surface of the wall top reinforcing side plate (4), and one side of the wall end reinforcing plate (5) is connected with the side edge of the aluminum mould supporting system (3).
4. The assembled partition wall and main structure same-layer construction system according to claim 2, wherein a connecting piece is arranged at the top of the assembled partition wall board (2), the connecting piece comprises an L-shaped pipe clamp (14) and an anchor bolt (13) welded at one end of the L-shaped pipe clamp (14), and wherein one end of the L-shaped pipe clamp (14) far away from the anchor bolt (13) is fixed inside the assembled partition wall board (2), and the other end of the L-shaped pipe clamp (14) is arranged at the top of the assembled partition wall board (2) and enables the anchor bolt (13) to extend upwards into a poured concrete main beam.
5. The assembled partition wall and main structure same-layer construction system according to claim 4, wherein a rubber pad (12) is arranged on top of the assembled partition wall board (2).
6. The assembled partition wall and main structure same-layer construction system according to claim 1, wherein a U-shaped clamping groove (11) for positioning the assembled partition wall board (2) is arranged at the bottom of the installation area at intervals, and the groove depth of the U-shaped clamping groove (11) is not smaller than 50mm.
7. The assembled partition wall and main structure same-layer construction system according to claim 1, wherein double faced adhesive tape is arranged at the joint of the main wall structure (1) and the assembled partition wall board (2).
8. The assembled partition wall and main body structure same-layer construction system according to claim 1, wherein when the main body wall structure (1) is of a T-shaped structure, an angle template structure (10) is arranged between the aluminum mould supporting systems (3) at the T-shaped corners.
9. The construction method of the assembled partition wall and the main body structure in the same layer is characterized by comprising the following steps:
binding side wall steel bars connected with the assembled partition plate (2) in the installation area of the main body wall structure (1);
a plurality of U-shaped clamping grooves (6) are sequentially arranged at the lower part of the installation area;
an inclined stay bar (8) is arranged on the indoor side;
hoisting the assembled partition plate (2) to the installation area by using a tower crane, and sequentially positioning and placing the bottom of the assembled partition plate (2) into the U-shaped clamping groove (6) for positioning, so that the inner side of the assembled partition plate (2) and the indoor side diagonal brace (8) are temporarily tied;
the method comprises the steps that an L-shaped pipe clamp and an anchor bolt connecting piece are used at the top of an assembled partition plate (2), the L-shaped pipe clamp is anchored at the top of the partition plate, a wall top reinforcing side plate (4) is additionally arranged at the top of the assembled partition plate (2), wall end reinforcing plates (5) are additionally arranged at two ends of the assembled partition plate (2), and then a water flat plate (6), a back rib (7) and an inclined strut (8) are additionally arranged between the assembled partition plate (2) and an adjacent aluminum mould supporting system (3);
correcting and reinforcing after rechecking the position and flatness of the assembled partition plate (2);
pasting double faced adhesive tape at the plate seam of the assembled partition plate (2), and pasting a rubber pad at the top of the assembled partition plate (2);
and (3) performing concrete pouring on the top of the assembled partition plate (2) to form a main body beam structure taking the top of the assembled partition plate (2) as a bottom die.
CN202211143501.6A 2022-09-20 2022-09-20 Same-layer construction system and construction method for assembled partition wall and main body structure Active CN115387502B (en)

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JP2002081069A (en) * 2000-09-05 2002-03-22 Kajima Corp Corner angle brace strut erecting device for slide type strut timbering
EP1452668A2 (en) * 2003-02-25 2004-09-01 Rund-Stahl-Bau Gesellschaft M.B.H. Shuttering
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