CN206053128U - A kind of special-shaped speed connects formula steel column - Google Patents

A kind of special-shaped speed connects formula steel column Download PDF

Info

Publication number
CN206053128U
CN206053128U CN201621077670.4U CN201621077670U CN206053128U CN 206053128 U CN206053128 U CN 206053128U CN 201621077670 U CN201621077670 U CN 201621077670U CN 206053128 U CN206053128 U CN 206053128U
Authority
CN
China
Prior art keywords
connection sheet
steel
sheet group
angle 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.)
Withdrawn - After Issue
Application number
CN201621077670.4U
Other languages
Chinese (zh)
Inventor
汪黄东
马广生
聂红恩
亓志刚
刘春远
刘超
关群
肖亚明
黄欣
刘淑敏
季群
王松
王国安
李应心
李超
刘斌
李蕾
庞茜
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.)
Anhui Construction Engineering Quality And Safety Supervision Station
Hefei University of Technology
First Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Original Assignee
Anhui Construction Engineering Quality And Safety Supervision Station
Hefei University of Technology
First Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Anhui Construction Engineering Quality And Safety Supervision Station, Hefei University of Technology, First Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd filed Critical Anhui Construction Engineering Quality And Safety Supervision Station
Priority to CN201621077670.4U priority Critical patent/CN206053128U/en
Application granted granted Critical
Publication of CN206053128U publication Critical patent/CN206053128U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

This utility model is related to construction engineering technical field, and more particularly to a kind of special-shaped speed connects formula steel column, including the first angle steel and the second angle steel, is provided with web between the first angle steel and the second angle steel;Junction steel plate is respectively arranged at the two ends with the first angle steel and the second angle steel, bolt hole is provided with junction steel plate;Connection sheet group is provided with web, each connection sheet group includes two connection sheets, and the outer end of each connection sheet is provided with the elbow of vertical placement;Connection sheet group includes that long connection sheet group and short connection sheet group, long connection sheet group and short connection sheet group are arranged alternately.The light steel of the creative employing of this utility model replaces concrete as constructional column, saves manually, improves work efficiency, simplify operation, shorten the duration and reduce cost, and quality is more secure.

Description

A kind of special-shaped speed connects formula steel column
(1) technical field
This utility model is related to construction engineering technical field, and more particularly to a kind of special-shaped speed connects formula steel column.
(2) background technology
In architectural engineering at present when walling is filled, a piece armored concrete corner structure must be set in its corner Make post.In the installation process to armored concrete corner constructional column, need to through it is reserved build by laying bricks or stones corner horse tooth trough, reserved steel bar, Reserved tension rib, assembling reinforcement, tear a series of complicated procedures of forming such as corner column template, hand-placed concrete open.Its principle is: Masonry is connected with concrete corner constructional column by reserved steel bar, concrete corner constructional column by top and bottom reinforcing bar with Concrete frame structure is connected.The method operation is more, and use is artificial more, and work efficiency is low, and long in time limit, quality is wayward, into This height.
(3) content of the invention
The technical problems to be solved in the utility model is to provide what a kind of corner to filling walling was constructed During using manually less, work efficiency height, short time limit, cheap and easily controllable constructional column quality special-shaped speed connect formula steel column.
In order to solve above-mentioned technical problem, the technical solution adopted in the utility model is:
A kind of special-shaped speed connects formula steel column, including two the first angle steel being vertically arranged in the same direction and the second angle steel, in the first angle steel And second be provided between angle steel first angle steel of connection interior angle and the second angle steel exterior angle web;In the first angle steel and second The top and bottom of angle steel is respectively provided with a junction steel plate, on each junction steel plate is equipped with bolt hole;Before described web Both sides are provided with some connection sheet groups along the length direction of web afterwards, and each connection sheet group includes the connection sheet that two horizontal parallels are arranged, The inner of each connection sheet is welded with light steel web, is provided with the elbow of vertical placement in the outer end of each connection sheet;It is described located at abdomen Rear side wing plate of each connection sheet group on rear side of plate each parallel to the first angle steel and the second angle steel, described is each on front side of web Front side wing plate of the connection sheet group each parallel to the first angle steel and the second angle steel;Described 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;Described long connection sheet group include the first connection sheet and Second connection sheet, the outer end of the first connection sheet in each long connection sheet group and the outer end flush of the second connection sheet;Described is short Connection sheet group includes the 3rd connection sheet and the 4th connection sheet, the outer end of the 3rd connection sheet in each short connection sheet group and the 4th connection The outer end flush of piece.
Bolt hole on described each junction steel plate is two, and two bolts hole are symmetricly set on junction steel plate.
This utility model adopts said structure, with advantages below:
The light steel of the creative employing of this utility model replaces concrete as constructional column, and eliminating is carrying out building filling wall by laying bricks or stones Work progress in indwelling horse tooth trough, constructional column reinforcement fabrication and colligation, constructional column casting concrete, the ring of formwork and form removal Section, saves manually, improves work efficiency, simplify operation, shorten the duration and reduce cost;Using the side of flexible connection Formula is connected with structural framing system, makes the stress system of building more reasonable;Special-shaped speed connects formula steel column and can carry out factory's metaplasia Produce, scene carries out Quick-connection, and quality is more secure;And advantage easy to operate is also equipped with, is conducive to promoting the use.
(4) illustrate
Below in conjunction with the accompanying drawings this utility model is further described.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the left view of Fig. 1;
Fig. 3 is the top view of Fig. 1;
Fig. 4 be in Fig. 1 A-A to cross section structure diagram.
In figure, the 1, first angle steel, the 2, second angle steel, 3, web, 4, junction steel plate, the 5, first long band steel connection sheet, 6, Two long band steel connection sheets, the 7, first short band steel connection sheet, the 8, second short band steel connection sheet, 9, elbow, 10, bolt hole.
(5) specific embodiment
Clearly to illustrate the technical characterstic of this programme, below by specific embodiment, and its accompanying drawing is combined, to this reality It is described in detail with new.
As shown in Fig. 1-Fig. 4, the special-shaped speed connects formula steel column includes two the first angle steel 1 being vertically arranged in the same direction and second jiao Steel 2, is provided with the abdomen at the exterior angle of the interior angle and the second angle steel 2 of first angle steel of connection 1 between the first angle steel 1 and the second angle steel 2 Plate 3;A junction steel plate 4 is respectively provided with the top and bottom of the first angle steel 1 and the second angle steel 2, is equipped with each junction steel plate 4 Bolt hole 10;Before and after described web 3, both sides are provided with some connection sheet groups, each connection sheet group along the length direction of web 3 Including the connection sheet that two horizontal parallels are arranged, the inner of each connection sheet is welded with light steel web 3, is provided with the outer end of each connection sheet The elbow 9 vertically placed;The described each connection sheet group on rear side of web 3 is each parallel to the first angle steel 1 and the second angle steel 2 Rear side wing plate, the described each connection sheet group on front side of web 3 is each parallel to the first angle steel 1 and the front side wing of the second angle steel 2 Plate;Described connection sheet group includes that long connection sheet group and short connection sheet group, long connection sheet group and short connection sheet group are set alternatively up and down Put;Described long connection sheet group includes the first long band steel connection sheet 5 and the second long band steel connection sheet 6, in each long connection sheet group The outer end of the first long band steel connection sheet 5 and the outer end flush of the second long band steel connection sheet 6;Described short connection sheet group includes One short band steel connection sheet 7 and the second short band steel connection sheet 8, the outer end of the first short band steel connection sheet 7 in each short connection sheet group and The outer end flush of the second short band steel connection sheet 8.
Bolt hole 10 on described each junction steel plate 4 is two, and two bolts hole 10 are symmetricly set on junction steel plate.
A kind of special-shaped speed connects the construction method of formula steel column, comprises the steps:
(1) preset the pre-buried of bolt:
According between two bolts hole 10 on the width and lower connecting plate between two bolts hole 10 on upper junction plate Width and engineering on needs, carry out default bolt respectively on the upside of the downside of superstructure beam and lower structural beam Position and pre-buried, by one end implantation superstructure beam and lower structural beam of pre-embedded bolt, the other end exposes structural plane;
(2) special-shaped speed connects the installation of formula steel column:
The left and right two ends of web 3 are weldingly connected with the exterior angle of the interior angle and the second angle steel 2 of the first angle steel 1 respectively;Again will One junction steel plate 4 is weldingly connected with the top of the first angle steel 1 and the second angle steel 2 respectively, by a junction steel plate 4 respectively with first jiao The bottom of steel 1 and the second angle steel 2 is weldingly connected;The first angle steel 1, the second angle steel 2, web 3 and the connection steel that welding is completed Plate 4 is put between superstructure beam and lower structural beam, is made pre-buried default bolt align with bolt hole 10, is used nut screwing clamping It is fixed;The specification of brick according to used by masonry determines the position of masonry horizontal mortar joint, in the masonry horizontal mortar joint every certain altitude Height and position determine the position of connection sheet, connection sheet is weldingly connected with web 3, welding duration connection sheet group and short connection sheet Group is arranged alternatively up and down;
(3) implantation of the connection sheet in masonry horizontal mortar joint:
During masonry panel, each connection sheet in long connection sheet group and short connection sheet group is gradually implanted into into the horizontal mortar joint of masonry It is interior, and the one end with elbow 9 is implanted in the vertical mortar joint of masonry.
This completes special-shaped speed at corner filling walling and meet the company between formula steel column and upper and lower xoncrete structure Connect.
The above, only this utility model preferably specific embodiment, but protection domain of the present utility model is not Be confined to this, any those familiar with the art in the technical scope that this utility model is disclosed, according to this practicality New technical scheme and its inventive concept equivalent or change in addition, should all cover protection domain of the present utility model it It is interior.This utility model does not describe part in detail, is the known technology of those skilled in the art of the present technique.

Claims (2)

1. a kind of special-shaped speed connects formula steel column, it is characterised in that including two the first angle steel being vertically arranged in the same direction and the second angle steel, The web at the exterior angle of the interior angle and the second angle steel of first angle steel of connection is provided between first angle steel and the second angle steel;At first jiao The top and bottom of steel and the second angle steel is respectively provided with a junction steel plate, on each junction steel plate is equipped with bolt hole;Described Before and after web, both sides are provided with some connection sheet groups along the length direction of web, and each connection sheet group includes what two horizontal parallels were arranged Connection sheet, the inner of each connection sheet are welded with light steel web, are provided with the elbow of vertical placement in the outer end of each connection sheet;Described Rear side wing plate of each connection sheet group on rear side of web each parallel to the first angle steel and the second angle steel, it is described before web Front side wing plate of each connection sheet group of side each parallel to the first angle steel and the second angle steel;Described 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;Described long connection sheet group includes the first company Contact pin and the second connection sheet, the outer end of the first connection sheet in each long connection sheet group and the outer end flush of the second connection sheet;Institute The short connection sheet group stated includes the 3rd connection sheet and the 4th connection sheet, the outer end of the 3rd connection sheet in each short connection sheet group and The outer end flush of four connection sheets.
2. special-shaped speed according to claim 1 connects formula steel column, it is characterised in that the bolt hole on described each junction steel plate For two, two bolts hole are symmetricly set on junction steel plate.
CN201621077670.4U 2016-09-23 2016-09-23 A kind of special-shaped speed connects formula steel column Withdrawn - After Issue CN206053128U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621077670.4U CN206053128U (en) 2016-09-23 2016-09-23 A kind of special-shaped speed connects formula steel column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621077670.4U CN206053128U (en) 2016-09-23 2016-09-23 A kind of special-shaped speed connects formula steel column

Publications (1)

Publication Number Publication Date
CN206053128U true CN206053128U (en) 2017-03-29

Family

ID=58366480

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621077670.4U Withdrawn - After Issue CN206053128U (en) 2016-09-23 2016-09-23 A kind of special-shaped speed connects formula steel column

Country Status (1)

Country Link
CN (1) CN206053128U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106223542A (en) * 2016-09-23 2016-12-14 中建八局第建设有限公司 A kind of abnormity speed connects formula steel column and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106223542A (en) * 2016-09-23 2016-12-14 中建八局第建设有限公司 A kind of abnormity speed connects formula steel column and construction method thereof
CN106223542B (en) * 2016-09-23 2018-07-13 中建八局第一建设有限公司 A kind of abnormity quick access formula steel column and its construction method

Similar Documents

Publication Publication Date Title
CN104631512A (en) Post-cast strip beam and slab construction method adopting formwork hanging method
CN106120870A (en) The advanced enclosed construction of poured band of outer wall of basement and construction method
CN105134009A (en) Sill coping concrete structure of frame structure infilled wall and construction method
CN102011410A (en) Prefabricated prestressed underground continuous wall and construction method thereof
CN108005118A (en) Underground pipe gallery agent structure integrates construction method
CN208486404U (en) A kind of concrete shear force wall of steel bar template integrative installation technology
CN203866999U (en) Aerated concrete block filler wall internally provided with light wall columns
CN104790436A (en) High-rise building basement roof settlement post-pouring joint advanced water stop construction method
CN206396966U (en) A kind of assembled laminated floor slab plate seam node component
CN205976215U (en) Compound box roof beam of assembled concrete
CN206053128U (en) A kind of special-shaped speed connects formula steel column
CN106759858A (en) The connecting node and preparation method of a kind of H profile steel beam and rectangular steel-tube concrete column
CN106049704A (en) Prefabricated, cast-in-situ, combined type bare concrete exterior wall structure and construction method
CN109235419A (en) Ke Xunhuanliyong steel diaphram wall unit and its construction method
CN211228607U (en) Integrally formed construction structure of outer wall and bottom plate of cast-in-place concrete structure of structure
CN204728549U (en) A kind of lightweight composite floor
CN108222283A (en) A kind of flexible connecting structure and its construction method for filling wall and main body frame
CN107905368A (en) A kind of assembled beam and assembled column connection structure and construction method
CN106223542B (en) A kind of abnormity quick access formula steel column and its construction method
CN204001212U (en) Band ring-type rebar connector
CN216713984U (en) Prefabricated top plate for assembled concrete pool
CN108930406A (en) Construction method for large-formwork narrow-space wall based on integral assembly
CN206053036U (en) A kind of speed connects the light steel construction post of formula
CN104878863A (en) Light composite floor and construction method thereof
CN105239770B (en) Integrated casting steel framework plastic building template system

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20170329

Effective date of abandoning: 20180713

AV01 Patent right actively abandoned