CN208009705U - A kind of metope and metope steel column connection structure - Google Patents

A kind of metope and metope steel column connection structure Download PDF

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Publication number
CN208009705U
CN208009705U CN201820382318.4U CN201820382318U CN208009705U CN 208009705 U CN208009705 U CN 208009705U CN 201820382318 U CN201820382318 U CN 201820382318U CN 208009705 U CN208009705 U CN 208009705U
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CN
China
Prior art keywords
metope
steel column
angle brace
connecting plate
connection structure
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Application number
CN201820382318.4U
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Chinese (zh)
Inventor
芮秀明
刘智
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Anhui Fuhuang Steel Structure Co Ltd
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Anhui Fuhuang Steel Structure Co Ltd
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Abstract

The utility model discloses a kind of metopes and metope steel column connection structure, it is related to building connection structure technical field, angle brace connecting plate is between inside flange plate and ala lateralis listrium, it is fixed on the medial surface of ala lateralis listrium and the web of metope steel column, and is in symmetrical structure about the web along wall steel column;A pair of of angle brace is symmetrical arranged about web, and angle brace both ends are connect by connector with angle brace connecting plate and wall purlins respectively, and to the one end being connect with wall purlins to move away from metope steel column angularly disposed for one end from being connect with angle brace connecting plate.The utility model connects wall purlins with metope steel column by angle brace, angle brace is set to become the out-of-plane fulcrum of metope steel column, the planar stability for controlling metope steel column significantly improves steel structure column caused by sectional dimension is small outside plane the problem of unstability, especially suitable for Lightweight metal plant;Field-mounted process is simple and fast, and need not get angry cutting and welding, and working security is good, and human cost is low.

Description

A kind of metope and metope steel column connection structure
Technical field
The utility model is related to build connection structure technical field, and in particular to one kind is for connecting metope and metope steel column Connection structure.
Background technology
Assembling type steel structure building is a kind of novel building system, compared to for traditional concrete construction, uses steel Plate or shaped steel are instead of armored concrete, and intensity higher, shock resistance is more preferable, and since component can be made with batch production, scene peace Dress, greatly improves construction efficiency.In recent years, assembling type steel structure architectural development is rapid, be widely used in industrial building and In civil buildings.
Steel structure column in steel building in order to meet the requirement of safety and performance, be commonly designed size compared with Greatly, it is difficult to which reasonably optimizing, this causes the cost of steel structure column, cost higher.Meanwhile part steel structure column is using afterwards to go out for many years The now damages such as deformation, it is also necessary to add multiple tracks horizontal bar on original structure, just can guarantee its normal use, cause the serious of resource Waste.
Utility model content
The utility model provides a kind of metope and wall precisely in order to avoid above-mentioned existing deficiencies in the technology Face steel column connection structure.
The present invention is to solve technical problem to adopt the following technical scheme that:A kind of metope and metope steel column connection structure, metope The inside flange plate of steel column is arranged close to metope, and the inside flange plate lateral surface is vertically arranged each metope purlin support along its plate face, The position that each wall purlins correspond to each metope purlin support is arranged in parallel, and is connect admittedly with each metope purlin support by each connector respectively It is fixed;Angle brace connecting plate is fixed on the interior of the ala lateralis listrium between the inside flange plate and the ala lateralis listrium On the web of side and the metope steel column, and it is in symmetrical structure about the web of the metope steel column;A pair of of angle brace is about institute Web to be stated to be symmetrical arranged, the angle brace both ends are connect by connector with the angle brace connecting plate and the wall purlins respectively, And one end from being connect with the angle brace connecting plate moves away from the metope steel column to the one end being connect with the wall purlins It is angularly disposed;
The quantity and position of the angle brace connecting plate and the angle brace correspond to the metope purlin support and the wall purlins The quantity of quantity and position setting, the angle brace connecting plate and the angle brace is no more than the metope purlin support and the wall purlins Quantity.
Further, at interval of a pair of of angle brace of wall purlins connection in each wall purlins.
Further, the facade of the angle brace is located at close to the side of the metope steel column.
Further, the angle of the angle brace and the web of the metope steel column is 45 °.
Further, each metope purlin support and each wall purlins spaced set.
Further, the connector is bolt.
Further, the angle brace connecting plate is welded to connect with the metope steel column.
The utility model provides a kind of metope and metope steel column connection structure, has the advantages that:
1, wall purlins are connected with metope steel column by angle brace, angle brace is made to become the out-of-plane fulcrum of metope steel column, control The planar stability of metope steel column processed significantly improves steel structure column caused by sectional dimension is small outside plane the problem of unstability, special It Shi Yongyu not Lightweight metal plant;
2, field-mounted process is simple and fast, and need not get angry cutting and welding, and working security is good, and human cost is low;
3, the steel structure column relative to big sectional area, greatly reduces steel usage amount, simple in structure, building cost is low, With preferable practicability.
Description of the drawings
Fig. 1 is the elevation of the utility model;
Fig. 2 is schematic cross-sectional view at the utility model A-A.
In figure:
1, metope steel column, 11, ala lateralis listrium, 12, inside flange plate, 2, angle brace, 3, wall purlins, 4, connector, 5, Angle brace connecting plate, 6, metope purlin support.
Specific implementation mode
It is new below in conjunction with this practicality to keep the purpose, technical scheme and advantage of the utility model embodiment clearer Type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that described implementation Example is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, this field The every other embodiment that those of ordinary skill is obtained without creative efforts, belongs to the utility model The range of protection.
As shown in Fig. 1~Fig. 2, structural relation is:The inside flange plate 12 of metope steel column 1 is arranged close to metope, inside 12 lateral surface of flange plate is vertically arranged each metope purlin support 6 along its plate face, and the position that each wall purlins 3 correspond to each metope purlin support 6 is flat Row setting, and be connected and fixed respectively by each connector 4 and each metope purlin support 6;Angle brace connecting plate 5 is located at 12 He of inside flange plate Between ala lateralis listrium 11, it is fixed on the medial surface of ala lateralis listrium 11 and the web of metope steel column 1, and about metope steel column 1 web is in symmetrical structure;A pair of of angle brace 2 is symmetrical arranged about web, and 2 both ends of angle brace are connected by connector 4 and angle brace respectively Fishplate bar 5 and wall purlins 3 connect, and one end from being connect with angle brace connecting plate 5 is gradually remote to the one end being connect with wall purlins 3 It is angularly disposed from metope steel column 1;
The quantity and position of angle brace connecting plate 5 and angle brace 2 correspond to the quantity of metope purlin support 6 and wall purlins 3 and position is set It sets, the quantity of angle brace connecting plate 5 and angle brace 2 is no more than the quantity of metope purlin support 6 and wall purlins 3.
Preferably, in each wall purlins 3 a pair of of angle brace 2 is connected at interval of a wall purlins 3.
Preferably, the facade of angle brace 2 is located at close to the side of metope steel column 1.
Preferably, angle brace 2 and the angle of the web of metope steel column 1 are 45 °.
Preferably, each metope purlin support 6 and 3 spaced set of each wall purlins.
Preferably, connector 4 is bolt.
Preferably, angle brace connecting plate 5 is welded to connect with metope steel column 1.
When precast construction, each metope purlin support 6 is connected to inside 12 lateral surface of flange plate according to the design needs, and by each corner Support connecting plate 5 is welded to connect with 11 medial surface of ala lateralis listrium and web.It is connected in each angle brace 2, each wall purlins 3 and each angle brace Reserve pilot hole in the position of 5 assembly connection of plate.
When Specific construction, metope steel column 1 is lifted fixed, then each wall purlins 3 is installed, then by each angle brace 2 by It is a to be installed.
Wall purlins 3 should be integrated with corresponding 6 close installation of metope purlin support when installation.
When single angle brace 2 is installed, each bolt is each passed through to 3 He of pilot hole and corresponding wall purlins at 2 both ends of angle brace Its both ends is connected and fixed by the pilot hole on angle brace connecting plate 5 with corresponding wall purlins 3 and angle brace connecting plate 5 respectively.
It should be noted that herein, relational terms such as first and second and the like are used merely to a reality Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those Element, but also include other elements that are not explicitly listed, or further include for this process, method, article or equipment Intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that There is also other identical elements in process, method, article or equipment including the element.
Above example is only to illustrate the technical solution of the utility model, rather than its limitations;Although with reference to aforementioned reality Example is applied the utility model is described in detail, it will be understood by those of ordinary skill in the art that:It still can be to preceding The technical solution recorded in each embodiment is stated to modify or equivalent replacement of some of the technical features;And these Modification or replacement, the spirit and model of various embodiments of the utility model technical solution that it does not separate the essence of the corresponding technical solution It encloses.

Claims (7)

1. a kind of metope and metope steel column connection structure, it is characterised in that:The inside flange plate (12) of metope steel column (1) is close to wall Face is arranged, and inside flange plate (12) lateral surface is vertically arranged each metope purlin support (6) along its plate face, and each wall purlins (3) are right It answers the position of each metope purlin support (6) to be arranged in parallel, and is connected and fixed respectively by each connector (4) and each metope purlin support (6);Corner Connecting plate (5) is supportted between the inside flange plate (12) and the ala lateralis listrium (11), is fixed on the outer side wing edge On the web of the medial surface of plate (11) and the metope steel column (1), and it is in symmetrical junction about the web of the metope steel column (1) Structure;A pair of of angle brace (2) is symmetrical arranged about the web, and angle brace (2) both ends pass through connector (4) and the angle brace respectively Connecting plate (5) and the wall purlins (3) connection, and one end from being connect with the angle brace connecting plate (5) to the metope It is angularly disposed that one end of purlin (3) connection moves away from the metope steel column (1);
The angle brace connecting plate (5) corresponds to the metope purlin support (6) and the metope purlin with the quantity of the angle brace (2) and position The quantity of the quantity of item (3) and position setting, the angle brace connecting plate (5) and the angle brace (2) is no more than the metope purlin support (6) and the quantity of the wall purlins (3).
2. a kind of metope according to claim 1 and metope steel column connection structure, it is characterised in that:Each wall purlins (3) On at interval of a pair of of an angle brace (2) of the wall purlins (3) connection.
3. a kind of metope according to claim 1 and metope steel column connection structure, it is characterised in that:The angle brace (2) Facade is located at close to the side of the metope steel column (1).
4. a kind of metope according to claim 1 and metope steel column connection structure, it is characterised in that:The angle brace (2) with The angle of the web of the metope steel column (1) is 45 °.
5. a kind of metope according to claim 1 and metope steel column connection structure, it is characterised in that:Each metope purlin support (6) With each wall purlins (3) spaced set.
6. a kind of metope according to claim 1 and metope steel column connection structure, it is characterised in that:The connector (4) For bolt.
7. a kind of metope according to claim 1 and metope steel column connection structure, it is characterised in that:The angle brace connecting plate (5) it is welded to connect with the metope steel column (1).
CN201820382318.4U 2018-03-21 2018-03-21 A kind of metope and metope steel column connection structure Active CN208009705U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820382318.4U CN208009705U (en) 2018-03-21 2018-03-21 A kind of metope and metope steel column connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820382318.4U CN208009705U (en) 2018-03-21 2018-03-21 A kind of metope and metope steel column connection structure

Publications (1)

Publication Number Publication Date
CN208009705U true CN208009705U (en) 2018-10-26

Family

ID=63890168

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820382318.4U Active CN208009705U (en) 2018-03-21 2018-03-21 A kind of metope and metope steel column connection structure

Country Status (1)

Country Link
CN (1) CN208009705U (en)

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Date Code Title Description
GR01 Patent grant
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract

Assignee: Anhui Xingtai Financial Leasing Co.,Ltd.

Assignor: ANHUI FUHUANG STEEL STRUCTURE Co.,Ltd.

Contract record no.: X2022980017980

Denomination of utility model: A wall and wall steel column connection structure

Granted publication date: 20181026

License type: Exclusive License

Record date: 20221011

EE01 Entry into force of recordation of patent licensing contract
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: A wall and wall steel column connection structure

Effective date of registration: 20221012

Granted publication date: 20181026

Pledgee: Anhui Xingtai Financial Leasing Co.,Ltd.

Pledgor: ANHUI FUHUANG STEEL STRUCTURE Co.,Ltd.

Registration number: Y2022980018098

PE01 Entry into force of the registration of the contract for pledge of patent right
PC01 Cancellation of the registration of the contract for pledge of patent right

Date of cancellation: 20231019

Granted publication date: 20181026

Pledgee: Anhui Xingtai Financial Leasing Co.,Ltd.

Pledgor: ANHUI FUHUANG STEEL STRUCTURE Co.,Ltd.

Registration number: Y2022980018098

PC01 Cancellation of the registration of the contract for pledge of patent right
EC01 Cancellation of recordation of patent licensing contract

Assignee: Anhui Xingtai Financial Leasing Co.,Ltd.

Assignor: ANHUI FUHUANG STEEL STRUCTURE Co.,Ltd.

Contract record no.: X2022980017980

Date of cancellation: 20231027

EC01 Cancellation of recordation of patent licensing contract
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: A wall to wall steel column connection structure

Effective date of registration: 20231106

Granted publication date: 20181026

Pledgee: Anhui Xingtai Financial Leasing Co.,Ltd.

Pledgor: ANHUI FUHUANG STEEL STRUCTURE Co.,Ltd.

Registration number: Y2023980064208

PE01 Entry into force of the registration of the contract for pledge of patent right