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CN106245818B - A kind of light steel construction column of quick access formula and its installation method - Google Patents

A kind of light steel construction column of quick access formula and its installation method Download PDF

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Publication number
CN106245818B
CN106245818B CN201610847823.7A CN201610847823A CN106245818B CN 106245818 B CN106245818 B CN 106245818B CN 201610847823 A CN201610847823 A CN 201610847823A CN 106245818 B CN106245818 B CN 106245818B
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CN
China
Prior art keywords
light steel
connection sheet
masonry
quick access
steel web
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201610847823.7A
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Chinese (zh)
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CN106245818A (en
Inventor
亓志刚
马广生
汪黄东
刘春远
刘小川
张爱军
关群
肖亚明
郭松林
王国安
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hefei University of Technology
First Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Original Assignee
Hefei University of Technology
First Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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Publication date
Application filed by Hefei University of Technology, First Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd filed Critical Hefei University of Technology
Priority to CN201610847823.7A priority Critical patent/CN106245818B/en
Publication of CN106245818A publication Critical patent/CN106245818A/en
Application granted granted Critical
Publication of CN106245818B publication Critical patent/CN106245818B/en
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Classifications

    • 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
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E04B2/60Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
    • 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
    • E04B1/4178Masonry wall ties

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The invention discloses a kind of light steel construction column of quick access formula and its installation methods, including two vertical light steel wing plates disposed in parallel, and a light steel web is equipped between two light steel wing plates;It is respectively equipped with an adapter plate on the top of light steel web and bottom end, a notch is respectively equipped in the left and right ends of each adapter plate;Several connection sheet groups are equipped in the left and right sides of light steel web, each connection sheet group includes two connection sheets, and the inner end of each connection sheet is welded with light steel web, and vertical elbow is equipped in the outboard end of each connection sheet;Connection sheet group includes the long connection sheet group being arranged alternatively up and down and short connection sheet group.Its installation method includes the following steps:Implantation of the installation and connection sheet of the light steel construction column of the pre-buried of pre-embedded bolt, quick access formula in masonry horizontal mortar joint.The light steel of use of the invention replaces concrete as constructional column, and in the work progress for being filled walling, installation procedure is few, work efficiency is high, short time limit, cheap and can control the quality of constructional column.

Description

A kind of light steel construction column of quick access formula and its installation method
(1) technical field
The present invention relates to construction engineering technical fields, more particularly to a kind of light steel construction column of quick access formula and its installation side Method.
(2) background technology
The filling walling length of architectural engineering at present just needs that an at least reinforcing bar is arranged at intermediate position when being more than 4 meters Concrete-constituted pile.The installation of reinforced concrete structural column includes:Reserved steel bar, assembling reinforcement, formwork, manually pours bar planting The processes such as concrete, form removal.Its principle is:Masonry connect by lateral reserved steel bar with concrete-constituted pile, concrete construction Column is connect by top and bottom reinforcing bar with concrete frame structure.But this method tedious process, using artificial more, work efficiency is low, Long in time limit, quality is not easy to control, and cost is high.
(3) invention content
That the technical problem to be solved in the present invention is to provide a kind of installation procedures is few, work efficiency is high, short time limit, cheap and can The light steel construction column of quick access formula and its installation method controlled with the quality to constructional column.
In order to solve the above-mentioned technical problem, the technical solution adopted by the present invention is:
A kind of light steel construction column of quick access formula, including two vertical light steel wing plates disposed in parallel, set between two light steel wing plates There is one to be vertically arranged and the light steel web contour with light steel wing plate, the rear and front end of light steel web respectively on the inside of two light steel wing plates Middle part be weldingly connected;It is horizontal equipped with an adapter plate respectively in the top of the light steel web and bottom end, in each adapter plate Left and right ends are respectively equipped with a notch;In the left and right sides of light steel web several connection sheets are equipped with along the length direction of light steel web Group, each connection sheet group include two anterior-posterior horizontals connection sheet disposed in parallel, and the inner end of each connection sheet is welded with light steel web, The outboard end of each connection sheet is equipped with vertical elbow;The connection sheet group includes long connection sheet group and short connection sheet group, long company Contact pin group and short connection sheet group are arranged alternatively up and down.
A kind of installation method of the light steel construction column of quick access formula, includes the following steps:
(1) pre-embedded bolt is pre-buried:
According to the distance between two notches on the adapter plate of the light steel construction column of quick access formula, respectively in the downside of superstructure beam The positioning of pre-embedded bolt and pre-buried is carried out with the upside of lower structural beam;
(2) installation of the light steel construction column of quick access formula:
By the light steel wing plate being welded, light steel web and adapter plate according to the position of advance pre-buried pre-embedded bolt, place Between superstructure beam and lower structural beam, pre-embedded bolt is made just to be stuck among the notch of adapter plate, is tightened with nut solid It is fixed;The position that masonry horizontal mortar joint is determined according to the specification of brick used in masonry, in the masonry horizontal mortar joint every certain altitude Height and position determines the position of connection sheet, and connection sheet and light steel web are welded, above and below welding duration connection sheet and short connection sheet It is arranged alternately;
(3) implantation of the connection sheet in masonry horizontal mortar joint:
When masonry panel, long connection sheet and short connection sheet are gradually implanted into masonry horizontal mortar joint, and made with elbow One end is implanted into masonry vertical mortar joint.
The present invention using the above structure, has the following advantages:
The creative light steel of use replaces concrete as constructional column, in the work progress for being filled walling, peace Dress process is few, work efficiency is high, short time limit, cheap and can control the quality of constructional column.
(4) it illustrates
The present invention will be further described below with reference to the drawings.
Fig. 1 is the structural schematic diagram of the present invention;
Fig. 2 is the left view of Fig. 1;
Fig. 3 is the vertical view of Fig. 1;
Fig. 4 is A-A in Fig. 1 to schematic cross-sectional view;
Fig. 5 is the mounting structure schematic diagram of the present invention.
In figure, 1, light steel wing plate, 2, light steel web, 3, adapter plate, 4, short connection sheet, 5, long connection sheet, 6, elbow, 7, slot Mouthful, 8, superstructure beam, 9, lower structural beam, 10, pre-embedded bolt, 11, masonry horizontal mortar joint, 12, masonry vertical mortar joint.
(5) specific implementation mode
In order to clarify the technical characteristics of the invention, below by specific implementation mode, and its attached drawing is combined, to this hair It is bright to be described in detail.
As shown in Fig. 1-Fig. 5, the light steel construction column of the quick access formula includes two vertical light steel wing plates 1 disposed in parallel, two It is vertically arranged equipped with one between light steel wing plate 1 and the light steel web 2 contour with light steel wing plate 1, the rear and front end of light steel web 2 is divided Middle part not with two light steel wing plates, 1 inside is weldingly connected;It is horizontal equipped with one respectively in the top of the light steel web 2 and bottom end Adapter plate 3 is respectively equipped with a notch 7 in the left and right ends of each adapter plate 3;In the left and right sides of light steel web 2 along light steel web 2 Length direction be equipped with several connection sheet groups, each connection sheet group include two anterior-posterior horizontals connection sheet disposed in parallel, each connection sheet Inner end and light steel web 2 weld, be equipped with vertical elbow 6 in the outboard end of each connection sheet;The connection sheet group includes Long connection sheet group and short connection sheet group, long connection sheet group and short connection sheet group are arranged alternatively up and down.
A kind of installation method of the light steel construction column of quick access formula, includes the following steps:
(1) pre-embedded bolt is pre-buried:
According to the distance between two notches 7 on the adapter plate 3 of the light steel construction column of quick access formula, respectively in superstructure beam 8 Downside and the upside of lower structural beam 9 carry out the positioning of pre-embedded bolt 10 and pre-buried, by pre-embedded bolt 10 with 90 ° of bending sections One end is implanted into superstructure beam 8 and lower structural beam 9, and the other end exposes structural plane;
(2) installation of the light steel construction column of quick access formula:
By the light steel wing plate 1 being welded, light steel web 2 and adapter plate 3 according to the position of advance pre-buried pre-embedded bolt 10, It is positioned between superstructure beam 8 and lower structural beam 9, pre-embedded bolt 10 is made just to be stuck among the notch 7 of adapter plate 3, use Nut tightens fixation;The position that masonry horizontal mortar joint 11 is determined according to the specification of brick used in masonry, in the block every certain altitude The height and position of body horizontal mortar joint 11 determines the position of connection sheet, and connection sheet and light steel web 2 are welded, and welds duration connection sheet 5 are arranged alternatively up and down with short connection sheet 4;
(3) implantation of the connection sheet in masonry horizontal mortar joint 11:
When masonry panel, long connection sheet 5 and short connection sheet 4 are gradually implanted into masonry horizontal mortar joint 11, and is made with curved In first 6 one end implantation masonry vertical mortar joint 12.
This completes the connections of quick access formula light steel construction column and monolithic concrete frame structure.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto, Any one skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.Place is not described in detail by the present invention, For the known technology of those skilled in the art of the present technique.

Claims (1)

1. a kind of light steel construction column of quick access formula, which is characterized in that including two vertical light steel wing plates disposed in parallel, in the two light steel wings Be vertically arranged equipped with one between plate and the light steel web contour with light steel wing plate, the rear and front end of light steel web respectively with two light steel Middle part on the inside of wing plate is weldingly connected;It is horizontal equipped with an adapter plate respectively in the top of the light steel web and bottom end, each The left and right ends of adapter plate are respectively equipped with a notch;If being equipped with along the length direction of light steel web in the left and right sides of light steel web Involvement contact pin group, each connection sheet group include two anterior-posterior horizontals connection sheet disposed in parallel, the inner end of each connection sheet and light steel abdomen Plate welds, and vertical elbow is equipped in the outboard end of each connection sheet;The connection sheet group includes long connection sheet group and short connection Piece group, long connection sheet group and short connection sheet group are arranged alternatively up and down;
The installation method of the light steel construction column of the quick access formula, includes the following steps:
(1) pre-embedded bolt is pre-buried:
According to the distance between two notches on the adapter plate of the light steel construction column of quick access formula, respectively in the downside of superstructure beam under The upsides of portion's structural beams carries out the positioning of pre-embedded bolt and pre-buried;
(2) installation of the light steel construction column of quick access formula:
By the light steel wing plate being welded, light steel web and adapter plate according to the position of advance pre-buried pre-embedded bolt, it is positioned over Between portion's structural beams and lower structural beam, pre-embedded bolt is made just to be stuck among the notch of adapter plate, fixation is tightened with nut;Root The position that masonry horizontal mortar joint is determined according to the specification of brick used in masonry, in the height position of the masonry horizontal mortar joint every certain altitude Connection sheet and light steel web are welded in the position for setting determining connection sheet, and welding duration connection sheet is set alternatively up and down with short connection sheet It sets;
(3) implantation of the connection sheet in masonry horizontal mortar joint:
When masonry panel, long connection sheet and short connection sheet are gradually implanted into masonry horizontal mortar joint, and make one end with elbow It is implanted into masonry vertical mortar joint.
CN201610847823.7A 2016-09-23 2016-09-23 A kind of light steel construction column of quick access formula and its installation method Active CN106245818B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610847823.7A CN106245818B (en) 2016-09-23 2016-09-23 A kind of light steel construction column of quick access formula and its installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610847823.7A CN106245818B (en) 2016-09-23 2016-09-23 A kind of light steel construction column of quick access formula and its installation method

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CN106245818A CN106245818A (en) 2016-12-21
CN106245818B true CN106245818B (en) 2018-08-07

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111910773A (en) * 2020-08-18 2020-11-10 中建八局广西建设有限公司 Connecting structure for partition board and constructional column and construction method thereof

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK1525357T3 (en) * 2002-06-19 2010-08-02 Urbigkeit Stefan Wall construction and components thereof
CN203049913U (en) * 2013-01-06 2013-07-10 浙江成泰建筑工程有限公司 Structural steel constructional column
CN203394093U (en) * 2013-07-09 2014-01-15 北京筑福国际工程技术有限责任公司 Fabricated multilayer brick-concrete reinforced structure
CN203866999U (en) * 2014-04-09 2014-10-08 杭州恒达钢构股份有限公司 Aerated concrete block filler wall internally provided with light wall columns
CN205296584U (en) * 2015-12-22 2016-06-08 中建三局集团有限公司 Be applied to assembled constructional column of aerated concrete block infilled wall
CN105625604B (en) * 2016-03-10 2018-08-14 中建三局集团有限公司 Plaster masonry structure and its construction technology are exempted from a kind of dry operation based on steel construction
CN206053036U (en) * 2016-09-23 2017-03-29 中建八局第一建设有限公司 A kind of speed connects the light steel construction post of formula

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