CN115262766A - Assembly type steel structure building main body connecting structure and mounting method thereof - Google Patents

Assembly type steel structure building main body connecting structure and mounting method thereof Download PDF

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Publication number
CN115262766A
CN115262766A CN202211033088.8A CN202211033088A CN115262766A CN 115262766 A CN115262766 A CN 115262766A CN 202211033088 A CN202211033088 A CN 202211033088A CN 115262766 A CN115262766 A CN 115262766A
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Prior art keywords
wallboard
side plate
fixed
bolt
plate
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Granted
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CN202211033088.8A
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Chinese (zh)
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CN115262766B (en
Inventor
李建飞
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Jiangsu Hua Mu Space Structure Co ltd
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Jiangsu Hua Mu Space Structure Co ltd
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Publication of CN115262766B publication Critical patent/CN115262766B/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34384Assembling details for foldable, separable, collapsible or retractable structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114Elements with sockets
    • E04B1/4128Elements with sockets receiving adjustable or removal nuts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B1/5806Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
    • E04B1/5812Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially I - or H - form
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/023Separate connecting devices for prefabricated floor-slabs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2418Details of bolting
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2421Socket type connectors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2439Adjustable connections, e.g. using elongated slots or threaded adjustment elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466Details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481Details of wall panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484Details of floor panels or slabs

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention provides a main body connecting structure of an assembly type steel structure building and an installation method thereof. According to the invention, the position of the assembled steel structure which is gradually installed upwards from bottom to top can be ensured to be accurate only by accurately positioning the bottom plate relative to the concrete foundation without positioning and correcting each wallboard one by one. Adopt the fixed wallboard of regulating part centre gripping, abandoned using the adhesive to bond the wallboard to the concrete foundation on, thereby run through the tensile shear resistance that improves the wallboard through fixed curb plate and activity curb plate centre gripping and screw rod for the more firm installation of wallboard is fixed on the concrete foundation.

Description

Assembly type steel structure building main body connecting structure and mounting method thereof
Technical Field
The invention relates to the technical field of assembled steel structures, in particular to a main body connecting structure of an assembled steel structure building and an installation method thereof.
Background
The fabricated steel structure building refers to a fabricated building of which a structural system is composed of steel (structural) members. Compared with the fabricated concrete building, the fabricated steel structure building has the following advantages: no on-site cast-in-place node exists, the installation speed is higher, and the construction quality is easier to ensure; the steel structure is a ductile material, so that the steel structure has better anti-seismic performance; compared with a concrete structure, the steel structure has lighter self weight and lower foundation cost; the steel structure is a recyclable material, so that the steel structure is more environment-friendly; the well-designed steel structure assembly type building has better economy than an assembly type concrete building; the beam column has smaller section, can obtain more usable areas and the like.
Steel construction main part collocation bar whole wallboard, ALC (evaporate and press aerated concrete) board for example is the comparatively general maintenance mode of assembled steel construction at present. The connection mode of the wallboard and the steel structure is usually as follows: every wallboard passes through the connecting piece and is connected with the steel construction, and the connecting piece adopts welded connection with the steel construction, and the connecting piece adopts to wearing the screw rod with the wallboard to be connected. This method has the following problems: the wall boards are installed block by block, the position and the verticality of the wall boards need to be adjusted in the installation process, and the installation precision and the completion effect are determined by the technical level of workers. Wallboard connecting piece passes through the screw rod and connects needs the spot location trompil in the installation, and construction cycle is longer. Welding is needed in the assembling method, and professional technical workers are needed. Furthermore, the connection of the wall panels to the concrete foundation in the prior art typically involves mechanically hammering the tube panels into the wall panels and then securing the tube panels to the concrete foundation by means of the shooting nails. This method has the following problems: the position and the verticality of the wallboard are determined by a measuring method before fixing, the corner of the wallboard is often damaged in the construction process, later-stage repairing is required, and the installation precision and the completion effect are determined by the technical level of workers; welding is needed in the installation method, which is not favorable for the safety requirements of the assembled steel structure for rapidness and high efficiency. The defects in the prior art all lead to that the installation and the connection of the fabricated steel structure building still have great inconvenience, and the construction efficiency still has great promotion space.
In order to solve the defects in the prior art, the grant publication No. CN108824651B proposes a main body connection structure of an assembly type steel structure building and an installation method thereof (hereinafter referred to as "the scheme"), which do not need to perform positioning correction one by one for each wallboard, and can ensure the position accuracy of the assembly type steel structure installed gradually from bottom to top only by ensuring the position accuracy of the first L-shaped connecting member relative to the concrete foundation. The technical effect of the scheme is that all fixed connections in the scheme structure can be realized by adopting bolt connection, the process steps that a large amount of welding construction is still needed in the traditional assembled steel structure are thoroughly abandoned, the whole installation process is simple and convenient, traditional processes such as welding are not needed, the installation efficiency of the assembled steel structure is improved, the installation difficulty is greatly simplified, and the installation speed is improved.
However, the "solution" is that the bottom surface of the wall panel is bonded to the first L-shaped connector by an adhesive, and then fixed to the first L-shaped connector by the second L-shaped connector, so that the wall panel is fixed between the second L-shaped connector and the first L-shaped connector. Because use sticky fixed to it will be little to lead to wallboard fixity fastness to compare in using the fastener to fix like bolt or pin, and different seasons can make the wallboard have certain expansion and contraction moreover, and the interval is very tight between wallboard and the first L type connecting piece, so the clearance is minimum or basically not, thereby will extrude the life-span that is unfavorable for the wallboard to the wallboard when the deformation that wallboard especially high temperature expansion produced. Because there are wallboards of different thickness, need carry out the trompil to concrete foundation or I-steel again after so the interval adjustment between first L type connecting piece and the second L type connecting piece, just so can guarantee to fix through the bolt, however more trompils influence its self bearing performance on concrete foundation or I-steel, secondly the trompil is many also inconvenient, so need do further improvement to the structure of fixed wallboard to the realization can satisfy the wall body of fixed different thickness.
Disclosure of Invention
The present invention is directed to a fabricated steel structural building main body connection structure and a method for installing the same, which solve the problems of the background art described above.
In order to achieve the purpose, the invention provides the following technical scheme:
the utility model provides an assembled steel construction building main part connection structure, includes concrete foundation, wallboard, I-steel and floor, install the adjusting part who is used for centre gripping and fixed wallboard on the concrete foundation, the wallboard one end that is located the bottom is passed through adjusting part is fixed with the concrete foundation installation, between I-steel assembly and two adjacent wallboards, and wallboard and I-steel pass through adjusting part installation fixed, the floor is installed in the side of wallboard and is close to adjusting part department.
Preferably, the adjusting part comprises a bottom plate, a movable side plate and a screw rod, one side of the bottom plate is provided with a fixed side plate, the movable side plate is installed on the bottom plate and can slide relative to the bottom plate, and the screw rod is used for penetrating through the movable side plate, the wall plate and the fixed side plate so as to fix the wall plate.
Preferably, the screws on the two sides of the wallboard are sleeved with inner fixing nuts, the screws on the outer side faces of the fixed side plate and the movable side plate are sleeved with outer fixing nuts, and the bottom plate is fixed on the end faces of the concrete foundation and the I-shaped steel through fixing bolts.
Preferably, the inner side surfaces of the fixed side plate and the movable side plate are respectively provided with a mounting groove for accommodating an inner fixing nut, a first sliding groove is formed in the bottom plate, the movable side plate moves in the first sliding groove through a sliding block so as to slide relative to the bottom plate, a bolt groove for mounting a fixing bolt is formed in the bottom of the first sliding groove, the inner diameter of the bolt groove is larger than the diameter of a bolt cap of the fixing bolt, and after the fixing bolt is mounted and fixed, the bolt cap of the fixing bolt is flush with the top of the bolt groove or is lower than the top of the bolt groove.
Preferably, the two sides of the sliding block are provided with lugs, the inner side of the bottom plate is provided with a second sliding groove which is matched with the lugs to slide, the bottom of the movable side plate penetrates through the polish rod, and one corner of the sliding block is provided with an open groove which is used for inserting the polish rod and is used for accommodating the bottom of the movable side plate when the movable side plate rotates.
Preferably, the bottoms of two adjacent floor slabs are lapped on the bearing body, a gap is formed between the two adjacent floor slabs, the top surface of the bearing body is provided with a T-shaped hole, a reinforcing bolt is fixed in the T-shaped hole, a gap is formed between the reinforcing bolt and the upper part of the T-shaped hole, cement mortar is filled in the gap between the two adjacent floor slabs and is poured into the gap, and the top of the reinforcing bolt is reserved to extend out of the gap and can be provided with an anti-falling cover plate.
Preferably, the cement fiber boards are fixedly connected between the outer sides of the two adjacent wallboards, the cement fiber boards and the floor slabs are respectively positioned on two opposite sides of the I-shaped steel, and rock wool is filled between the cement fiber boards and the I-shaped steel.
In order to achieve the above purpose, the invention also provides the following technical scheme:
a mounting method of a main body connecting structure of an assembly type steel structure building comprises the following steps:
s1, mounting a fixing bolt in a bolt groove so as to fix a bottom plate on a concrete foundation and I-shaped steel;
s2, penetrating the screw rods through the wallboard, then installing inner fixing nuts on the screw rods on the two sides of the wallboard, then placing the wallboard between the fixed side plate and the movable side plate, and then enabling the movable side plate to be parallel to the wallboard and pushing the movable side plate;
s3, the sliding block moves in the first sliding groove to enable the movable side plate to slide close to the wallboard, at the moment, two ends of the screw rod respectively penetrate through the fixed side plate and the movable side plate and extend to the outside, and outer fixing nuts are correspondingly installed at two ends of the screw rod located at the outside respectively, so that the wallboard is clamped and fixed by the adjusting component;
s4, fixing the floor slabs on the inner sides of the wall slabs, lapping the bottoms of two adjacent floor slabs on the bearing bodies, reserving a gap between the two adjacent floor slabs, fixing a reinforcing bolt in a T-shaped hole in the top surface of the bearing body, forming a gap between the reinforcing bolt and the upper parts of the T-shaped hole, filling cement mortar in the gap, and pouring the cement mortar into the gap, so that the purpose of fixing the bearing body is achieved, reserving the top of the reinforcing bolt to extend out of the gap, and installing an anti-falling cover plate;
s5, fixedly connecting cement fiber boards between the outer sides of two adjacent wall boards, and filling rock wool between the cement fiber boards and the I-shaped steel;
and S6, repeating the step S1 to the step S5 until the wall board reaches the design height.
Compared with the prior art, the invention has the beneficial effects that:
according to the invention, the position of the assembled steel structure which is gradually installed upwards from bottom to top can be ensured to be accurate only by accurately positioning the bottom plate relative to the concrete foundation without performing positioning correction one by one on each wallboard. Can install fixed wallboard fast simultaneously, the wallboard installation that can satisfy different specification thickness is fixed moreover, and the most important expansion that can also adapt to the wallboard, especially high temperature inflation is through the first spout of adjusting part to can hold the inflation part of wallboard, make the extrusion effort that the wallboard produced when expanding can obtain effectual buffering, eliminate, guarantee the life of wallboard. The whole installation process is simple and convenient, the installation difficulty is greatly simplified, and the installation speed is improved.
According to the invention, the adjusting part is adopted to clamp the fixed wallboard, the wallboard is not bonded to the concrete foundation by using an adhesive, the tensile and shear resistance of the wallboard is improved by clamping the fixed side plate and the movable side plate and penetrating the screw rod, so that the wallboard is more firmly installed and fixed on the concrete foundation, and meanwhile, positioning and mounting holes are reduced for I-shaped steel connected between adjacent wallboards.
According to the invention, the reinforcing bolt is matched with the cement mortar, so that the tensile capacity of the bearing body is improved, and the installation, fixing parts and installation steps of the joint between the bearing body and two adjacent floor slabs are simplified, so that the structural strength of the joint between the two adjacent floor slabs is higher, and the integrity is obviously improved.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is an enlarged view taken at A in FIG. 1 according to the present invention;
FIG. 3 is a schematic view of the adjustment member of the present invention shown disassembled;
FIG. 4 is a schematic view of the assembly and cooperation of the movable side plate and the slider according to the present invention;
FIG. 5 is an enlarged view of the point B of FIG. 1 according to the present invention;
FIG. 6 is a schematic view of the present invention using adjustment members to install wall panels of another thickness;
FIG. 7 is a perspective view of an embodiment of the present invention;
FIG. 8 is an enlarged view of the invention at C of FIG. 6.
In the figure: the concrete slab comprises a concrete foundation 1, a wallboard 2, a floor 3, an adjusting part 4, a bottom plate 5, a fixed side plate 6, a movable side plate 7, a first sliding groove 8, a sliding block 9, a screw rod 10, an anti-falling cover plate 11, an internal fixing nut 12, an external fixing nut 13, a mounting groove 14, a bolt groove 15, a fixing bolt 16, a lug 17, a second sliding groove 18, an open groove 19, a polished rod 20, I-steel 21, rock wool 22, a cement fiberboard 23, a bearing body 24, cement mortar 25, a T-shaped hole 26, a reinforcing bolt 27 and a gap 28.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example (b):
referring to fig. 1 to 8, the present invention provides a technical solution:
the utility model provides an assembled steel construction building main part connection structure, includes concrete foundation 1, wallboard 2, I-steel 21 and floor 3, install on the concrete foundation 1 and be used for centre gripping and fixed wallboard 2's adjusting part 4, 2 one ends of wallboard that are located the bottom are passed through adjusting part 4 is fixed with the installation of concrete foundation 1, between I-steel 21 assembly and two adjacent wallboards 2, and wallboard 2 passes through adjusting part 4 with I-steel 21 and installs fixedly, floor 3 installs in the side of wallboard 2 and is close to adjusting part 4 department.
In the present invention, the adjusting member 4 includes a bottom plate 5, a movable side plate 7, and a screw 10, one side of the bottom plate 5 has a fixed side plate 6, the movable side plate 7 is mounted on the bottom plate 5 and can slide relative to the bottom plate 5, and the screw 10 is used to penetrate through the movable side plate 7, the wall plate 2, and the fixed side plate 6 to fix the wall plate 2. The screws 10 on two sides of the wallboard 2 are sleeved with inner fixing nuts 12, the screws 10 on the outer side surfaces of the fixed side plate 6 and the movable side plate 7 are sleeved with outer fixing nuts 13, and the bottom plate 5 is fixed on the end surfaces of the concrete foundation 1 and the I-shaped steel 21 through fixing bolts 16. The inner side surfaces of the fixed side plate 6 and the movable side plate 7 are respectively provided with a mounting groove 14 for accommodating an inner fixing nut 12, the bottom plate 5 is provided with a first sliding groove 8, the movable side plate 7 moves in the first sliding groove 8 through a sliding block 9 to slide relative to the bottom plate 5, the bottom of the first sliding groove 8 is provided with a bolt groove 15 for mounting a fixing bolt 16, the inner diameter of the bolt groove 15 is larger than the diameter of a bolt cap of the fixing bolt 16, and after the fixing bolt 16 is mounted and fixed, the bolt cap of the fixing bolt 16 is flush with the top of the bolt groove 15 or is lower than the top of the bolt groove 15. The two sides of the sliding block 9 are provided with lugs 17, the inner side of the bottom plate 5 is provided with a second sliding groove 18 which is matched with the lugs 17 for sliding, a polish rod 20 penetrates through the bottom of the movable side plate 7, and one corner of the sliding block 9 is provided with an opening groove 19 which is used for inserting the polish rod 20 and accommodating the movable side plate 7 at the bottom when the movable side plate 7 rotates.
According to the invention, the adjusting part 4 is arranged, so that the wall plates 2 can be clamped and fixed conveniently, and the wall plates 2 can be installed and fixed on the concrete foundation 1 and connected with the adjacent wall plates 2, thereby achieving the design height. Need not to carry out location correction one by one to every wallboard 2 again, only need to be accurate with the position of bottom plate 5 relative concrete foundation 1, just can ensure the assembled steel structure position of upwards installing gradually from bottom to top accurate. Can install fixed wallboard 2 fast simultaneously, can satisfy the wallboard 2 installation of different specification thickness moreover and fix, the most important can also adapt to the expansion and contraction of wallboard 2, especially high temperature inflation, through the first spout 8 of adjusting part 4 to can hold wallboard 2's inflation part, make wallboard 2 extrusion effort that produces when the inflation can obtain effectual buffering, eliminate, guaranteed wallboard 2's life.
In the present invention, as shown in fig. 2, the fixing side plate 6 of the adjusting member 4 and the bottom plate 5 are integrated into an L-shape, and the bottom plate 5 is fixed to the concrete foundation 1 and the upper and lower end surfaces of the i-beam 21 by the fixing bolt 16. Be convenient for like this with 2 blocks of wallboard back on bottom plate 5, wallboard 2 uses fixed curb plate 6 to fix as the lateral wall to it is accurate at the relative concrete foundation 1's of bottom plate 5 position, just can ensure the assembled steel construction position of upwards installing gradually from bottom to top accurately.
In the invention, as shown in fig. 2, 6 and 8, the movable side plate 7 can slide relative to the bottom plate 5 through the slide block 9, so that the distance between the movable side plate 7 and the fixed side plate 6 can be adjusted, and the purpose of the arrangement is to meet the requirement that the adjusting part 4 clamps and fixes the wall plates 2 with different specifications and thicknesses. Besides, when the bottom plate 5 is fixed on the I-beam 21, necessary bolt holes are formed for inserting and installing the fixing bolts 16, and extra bolt holes do not need to be formed in the I-beam 21 additionally to fix the movable side plate 7 and the fixed side plate 6 after the distance between the movable side plate and the fixed side plate is adjusted, so that the bolt holes (positioning holes) of the wall plate 2 when the wall plate is installed on the I-beam 21 are reduced by adopting the adjusting part 4, the self-bearing performance of the I-beam 21 and the like cannot be influenced, and the inconvenience caused by too many holes cannot be caused.
In the present invention, as shown in fig. 3, a first sliding slot 8 is formed on the bottom plate 5, such that the sliding block 9 is located in the first sliding slot 8 and can slide in the first sliding slot 8, thereby implementing the relative movement of the movable side plate 7, more specifically, the sliding block 9 has lugs 17 on both sides, and the bottom plate 5 has a second sliding slot 18 matching with the lugs 17 for sliding, which can facilitate the sliding of the sliding block 9. A polish rod 20 penetrates through the bottom of the movable side plate 7, and an open slot 19 is formed in one corner of the sliding block 9, so that the polish rod 20 can be inserted into the open slot and can be accommodated at the bottom when the movable side plate 7 rotates. Thereby can realize that activity curb plate 7 carries out 0 to 90 degrees rotations for slider 9, can open activity curb plate 7 earlier like this when 2 thickness size of wallboard is great, place wallboard 2 on bottom plate 5 again.
In the present invention, the size of the first chute 8 is smaller than the size of the bottom of the wall plate 2, thereby facilitating the positioning of the wall plate 2 on the bottom plate 5. And the inner walls of the fixed side plate 6 and the movable side plate 7 are provided with mounting grooves 14 for accommodating the inner fixing nuts 12, the bottom of the first sliding groove 8 is provided with bolt grooves 15, and the size of the bolt grooves 15 is slightly larger than that of the fixing bolts 16, so that the fixing bolts 16 can be conveniently mounted, and the fixing bolts 16 are positioned in the bolt grooves 15. As shown in fig. 2 and 3, when installing the wall plate 2 in the adjusting part 4, at first need run through the wall plate 2 with the screw rod 10, both ends symmetry exposes, then respectively with the suit of internal fixation nut 12 to the screw rod 10, thereby be located the both sides of wall plate 2, put the bottom plate 5 with the wall plate 2 again, make the screw rod 10 tip that is located the right run through the through-hole that fixed curb plate 6 reserved, thereby make the screw rod 10 tip wear out fixed curb plate 6, the screw rod 10 tip that is located the left side runs through the through-hole that activity curb plate 7 reserved, thereby make the screw rod 10 tip wear out activity curb plate 7, at this moment, the internal fixation nut 12 that is located the left side is located the mounting groove 14 that activity curb plate 7 inner wall was seted up, then respectively the suit of external fixation nut 13 to the screw rod 10 tip that wears out again, so can tightly lock fixed curb plate 6 and activity curb plate 7.
In the invention, because the inner and outer layers of nuts, namely the outer fixing nut 13 and the inner fixing nut 12, are arranged, the fixed side plate 6 and the movable side plate 7 are clamped and fixed by applying force to the outer fixing nut 13, and because the inner fixing nut 12 is installed firstly, the clamping acting force of the fixed side plate 6 and the movable side plate 7 can not clamp the wallboard 2 all the time in the tightening process of installing the outer fixing nut 13, and the side extrusion damage to the wallboard 2 caused by the tightening transition of the outer fixing nut 13 can be avoided. As shown in fig. 4, the movable side plate 7 can rotate relative to the sliding block 9 by using the polish rod 20 as a rotating shaft, and in order that the movable side plate 7 can rotate at a larger angle, the top of the sliding block 9 can slightly extend out of the bottom plate 5, that is, slightly protrude out of the bottom plate 5.
In the invention, the screw 10 can be firstly installed on the wall plate 2, then the inner fixing nut 12 is installed, then the end part of the screw 10 penetrates through the fixed side plate 6 and the movable side plate 7 in sequence, and finally the outer fixing nut 13 is installed. Also can correspond earlier two interior fixation nut 12 and put in the mounting groove 14 of fixed curb plate 6 and 7 inner walls of activity curb plate, then put wallboard 2 on bottom plate 5, through fixed curb plate 6 and the first centre gripping wallboard 2 of activity curb plate 7, then wallboard 2 is run through by fixed curb plate 6 or activity curb plate 7 to the one end of screw rod 10, after the both ends of screw rod 10 are located the outside of fixed curb plate 6 and activity curb plate 7 respectively, correspond the suit again and go up outer fixation nut 13 and screw up, wallboard 2 can be fixed by the installation of adjustment part 4 like this.
Compared with the scheme, the invention adopts the adjusting part 4 to clamp the fixed wallboard 2, abandons the use of adhesive to bond the wallboard 2 to the concrete foundation 1, and improves the tensile and shear resistance of the wallboard 2 by clamping the fixed side plate 6 and the movable side plate 7 and penetrating the screw rod 10, so that the wallboard 2 is more firmly installed and fixed on the concrete foundation 1.
According to the invention, the cement fiber boards 23 are fixedly connected between the outer sides of two adjacent wall boards 2, the cement fiber boards 23 and the floor boards 3 are respectively positioned on two opposite sides of the I-shaped steel 21, and rock wool 22 is filled between the cement fiber boards 12 and the I-shaped steel 21. The cement fiberboard 23 plays a role in protection and decoration as an outer wall veneer, and is matched with rock wool 22 with good heat insulation performance to block a cold and hot bridge, so that the heat insulation effect is achieved, and the heat insulation performance of the structure is improved.
According to the invention, the bottoms of two adjacent floor slabs 3 are lapped on a bearing body 24, a gap is formed between the two adjacent floor slabs 3, a T-shaped hole 26 is formed in the top surface of the bearing body 24, a reinforcing bolt 27 is fixed in the T-shaped hole 26, a gap 28 is formed between the reinforcing bolt 27 and the upper part of the T-shaped hole 26, cement mortar 25 is filled in the gap between the two adjacent floor slabs 3, the cement mortar 25 is filled in the gap 28, the top of the reinforcing bolt 27 is reserved to extend out of the gap, and the anti-falling cover plate 11 can be arranged.
In the invention, as shown in fig. 5, the cement mortar 25 is filled to improve the integrity between the wallboard 2 and the floor slab 3, reduce the mutual abrasion between the wallboard and the floor slab, prevent the wallboard or the floor slab from cracking and improve the service life and the integral strength of the structure. The bearing body 24 is used for playing the effect of supplementary bearing to two blocks of floors between two adjacent floors, and reinforcing bolt 27 fixes on the bearing body, and the top inserts in the clearance between two adjacent floors, and the filling of rethread cement mortar utilizes reinforcing bolt 27 and cement mortar cooperation, has improved the tensile ability of bearing body 24 to make the junction structural strength of two adjacent floors higher, the wholeness is showing and is promoting. Because the gap 28 is formed between the reinforcing bolt 27 and the upper part of the T-shaped hole 26, after cement mortar is filled in the gap, the gap 28 can be penetrated, and under the action of the adhesive force of the cement mortar, the bearing body 24 can be firmer, so that the connection stability between two adjacent floor slabs is further improved, and meanwhile, the bearing body cannot move after being fixed to a certain extent, so that a positioning reference is provided for the installation of the two floor slabs, and the installation difficulty of the invention is further reduced. The reinforcing bolts 27 are bonded or welded to the support body 24 by an adhesive, and the upper end face of the support body 24 is first overlapped or bonded to two floor slabs at the same time, and the support body is preferably made of i-steel. Finally, the anti-dropping cover plate 11 can be selected according to the requirement, thereby further improving the tensile capacity of the bearing body 24.
A mounting method of a main body connecting structure of an assembly type steel structure building comprises the following steps:
s1, mounting a fixing bolt 16 in a bolt groove 15 so as to fix the bottom plate 5 on the concrete foundation 1 and the I-shaped steel 21;
s2, penetrating the screw rods 10 through the wall plate 2, then installing inner fixing nuts 12 on the screw rods 10 on the two sides of the wall plate 2, then placing the wall plate 2 between the fixed side plate 6 and the movable side plate 7, and enabling the movable side plate 7 to be parallel to the wall plate 2 and pushing the movable side plate 7;
s3, the sliding block 9 moves in the first sliding groove 8 to enable the movable side plate 7 to slide close to the wallboard 2, at the moment, two ends of the screw rod 10 respectively penetrate through the fixed side plate 6 and the movable side plate 7 and extend to the outside, and two ends located outside are respectively and correspondingly provided with the outer fixing nuts 13, so that the wallboard 2 is clamped and fixed by the adjusting component 4;
s4, fixing the floor slabs 3 on the inner side of the wallboard 2, lapping the bottoms of two adjacent floor slabs 3 on the bearing body 24, reserving a gap between the two adjacent floor slabs 3, fixing a reinforcing bolt 27 in a T-shaped hole on the top surface of the bearing body 24, forming a gap 28 between the reinforcing bolt 27 and the upper part of the T-shaped hole 26, filling cement mortar 25 in the gap, and filling the cement mortar 25 into the gap 28, so that the purpose of fixing the bearing body 24 is achieved, reserving the top of the reinforcing bolt 27 to extend out of the gap, and installing the anti-falling cover plate 11;
s5, fixedly connecting a cement fiber board 23 between the outer sides of two adjacent wall boards 2, and filling rock wool 22 between the cement fiber board 12 and the I-shaped steel 21;
and S6, repeating the steps S1 to S5 until the wall plate 2 reaches the design height.
In the invention, the materials of the components such as the wall plate 2, the bottom plate 5 of the adjusting component 4, the slide block 9, the anti-falling cover plate 11 and the like can be selected by constructors according to actual conditions. Through holes are reserved in the fixed side plate 6, the movable side plate 7 and the wall plate 2, so that the screw rods 10 can be conveniently inserted in a penetrating mode.
The remaining parts of the invention, which are not described, may be the same as, or well known or may be implemented using the prior art, and will not be described in detail herein.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (8)

1. The utility model provides an assembled steel construction building main part connection structure, its characterized in that, including concrete foundation (1), wallboard (2), I-steel (21) and floor (3), install adjusting part (4) that are used for centre gripping and fixed wallboard (2) on concrete foundation (1), wallboard (2) one end that is located the bottom is passed through adjusting part (4) are fixed with concrete foundation (1) installation, between I-steel (21) assembly and two adjacent wallboard (2), and wallboard (2) are fixed through adjusting part (4) installation with I-steel (21), floor (3) are installed in the side of wallboard (2) and are close to adjusting part (4) department.
2. An assembled steel structure building body connection structure according to claim 1, wherein the adjusting member (4) comprises a bottom plate (5), a movable side plate (7) and a screw (10), one side of the bottom plate (5) is provided with a fixed side plate (6), the movable side plate (7) is mounted on the bottom plate (5) and can slide relative to the bottom plate (5), and the screw (10) is used for penetrating the movable side plate (7), the wall plate (2) and the fixed side plate (6) so as to fix the wall plate (2).
3. An assembled steel structure building main body connecting structure according to claim 2, wherein the screw rods (10) located at both sides of the wall plate (2) are sleeved with inner fixing nuts (12), the screw rods (10) located at the outer side surfaces of the fixed side plate (6) and the movable side plate (7) are sleeved with outer fixing nuts (13), and the bottom plate (5) is fixed on the end surfaces of the concrete foundation (1) and the I-steel (21) through fixing bolts (16).
4. The assembled steel structure building main body connecting structure according to claim 3, wherein the inner side surfaces of the fixed side plate (6) and the movable side plate (7) are provided with mounting grooves (14) for receiving internal fixing nuts (12), the bottom plate (5) is provided with a first sliding groove (8), the movable side plate (7) moves in the first sliding groove (8) through a sliding block (9) so as to realize relative sliding with the bottom plate (5), the bottom of the first sliding groove (8) is provided with a bolt groove (15) for mounting a fixing bolt (16), the inner diameter of the bolt groove (15) is larger than the diameter of a bolt cap of the fixing bolt (16), and after the fixing bolt (16) is mounted and fixed, the bolt cap of the fixing bolt (16) is flush with the top of the bolt groove (15) or lower than the top of the bolt groove (15).
5. The assembly type steel structure building main body connection structure according to claim 4, wherein the sliding block (9) is provided with lugs (17) at two sides, the bottom plate (5) is provided with second sliding grooves (18) matched with the lugs (17) at the inner side, a polish rod (20) penetrates through the bottom of the movable side plate (7), and an open slot (19) for inserting the polish rod (20) and accommodating the bottom of the movable side plate (7) when the movable side plate (7) rotates is formed in one corner of the sliding block (9).
6. An assembled steel structure building main body connecting structure according to claim 1, wherein the bottom of two adjacent floor slabs (3) is lapped on a bearing body (24), a gap is formed between the two adjacent floor slabs (3), the top surface of the bearing body (24) is provided with a T-shaped hole (26), a reinforcing bolt (27) is fixed in the T-shaped hole (26), a gap (28) is formed between the reinforcing bolt (27) and the upper part of the T-shaped hole (26), cement mortar (25) is filled in the gap between the two adjacent floor slabs (3), the cement mortar (25) is poured into the gap (28), the top of the reinforcing bolt (27) is reserved to extend out of the gap and can be provided with an anti-falling cover plate (11).
7. An assembled steel structure building main body connecting structure according to claim 1, wherein a cement fiber board (23) is fixedly connected between the outer sides of two adjacent wall boards (2), the cement fiber board (23) and the floor slab (3) are respectively positioned at two opposite sides of the I-shaped steel (21), and rock wool (22) is filled between the cement fiber board (12) and the I-shaped steel (21).
8. A mounting method of a main body connecting structure of an assembly type steel structure building is characterized by comprising the following steps:
s1, fixing bolts (16) are installed in bolt grooves (15) so as to fix a bottom plate (5) on a concrete foundation (1) and I-shaped steel (21);
s2, penetrating the screw rod (10) through the wallboard (2), then installing an inner fixed nut (12) on the screw rod (10) on two sides of the wallboard (2), then placing the wallboard (2) between the fixed side plate (6) and the movable side plate (7), and then enabling the movable side plate (7) to be parallel to the wallboard (2) and pushing the movable side plate (7);
s3, the sliding block (9) moves in the first sliding groove (8) to enable the movable side plate (7) to slide to be close to the wallboard (2), at the moment, two ends of the screw rod (10) penetrate through the fixed side plate (6) and the movable side plate (7) respectively and extend to the outside, and outer fixing nuts (13) are correspondingly installed at two ends of the outside respectively, so that the wallboard (2) is clamped and fixed by the adjusting part (4);
s4, fixing the floor slabs (3) on the inner side of the wallboard (2), lapping the bottoms of two adjacent floor slabs (3) on a bearing body (24), reserving a gap between the two floor slabs, fixing a reinforcing bolt (27) in a T-shaped hole on the top surface of the bearing body (24), forming a gap (28) between the reinforcing bolt (27) and the upper part of the T-shaped hole (26), filling cement mortar (25) in the gap, and pouring the cement mortar (25) into the gap (28), so that the purpose of fixing the bearing body (24) is realized, reserving the top of the reinforcing bolt (27) to extend out of the gap, and installing an anti-falling cover plate (11);
s5, fixedly connecting a cement fiber board (23) between the outer sides of two adjacent wall boards (2), and filling rock wool (22) between the cement fiber board (12) and the I-shaped steel (21);
and S6, repeating the steps S1 to S5 until the wall plate (2) reaches the design height.
CN202211033088.8A 2022-08-26 2022-08-26 Main body connecting structure of assembled steel structure building and mounting method thereof Active CN115262766B (en)

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Publication number Priority date Publication date Assignee Title
JP2006161529A (en) * 2004-12-08 2006-06-22 Shozaburo Sato Repairing method for foundation
CN108824651A (en) * 2018-07-13 2018-11-16 四川省建筑科学研究院 A kind of assembling type steel structure building body connection structure and its installation method
CN110342393A (en) * 2019-08-02 2019-10-18 袁淑琴 A kind of hoisting steel plate fixture in steel construction assembly
KR102078840B1 (en) * 2019-09-03 2020-02-19 대창이엔지 주식회사 Soundproof wall using load support apparatus and construction method therefor
CN113445622A (en) * 2021-08-14 2021-09-28 厦门中建东北设计院有限公司 Connection node of assembled steel-wood combination truss
CN214941348U (en) * 2021-06-08 2021-11-30 黄哲 Assembled wallboard connected node structure for building
CN216892963U (en) * 2022-03-19 2022-07-05 山东睿匀建筑工程有限公司 Assembly type structure assembly

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006161529A (en) * 2004-12-08 2006-06-22 Shozaburo Sato Repairing method for foundation
CN108824651A (en) * 2018-07-13 2018-11-16 四川省建筑科学研究院 A kind of assembling type steel structure building body connection structure and its installation method
CN110342393A (en) * 2019-08-02 2019-10-18 袁淑琴 A kind of hoisting steel plate fixture in steel construction assembly
KR102078840B1 (en) * 2019-09-03 2020-02-19 대창이엔지 주식회사 Soundproof wall using load support apparatus and construction method therefor
CN214941348U (en) * 2021-06-08 2021-11-30 黄哲 Assembled wallboard connected node structure for building
CN113445622A (en) * 2021-08-14 2021-09-28 厦门中建东北设计院有限公司 Connection node of assembled steel-wood combination truss
CN216892963U (en) * 2022-03-19 2022-07-05 山东睿匀建筑工程有限公司 Assembly type structure assembly

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