CN208379767U - Reinforced steel structure Pole beam connector - Google Patents

Reinforced steel structure Pole beam connector Download PDF

Info

Publication number
CN208379767U
CN208379767U CN201820517345.8U CN201820517345U CN208379767U CN 208379767 U CN208379767 U CN 208379767U CN 201820517345 U CN201820517345 U CN 201820517345U CN 208379767 U CN208379767 U CN 208379767U
Authority
CN
China
Prior art keywords
steel
connecting plate
girder steel
main body
secondary beam
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.)
Expired - Fee Related
Application number
CN201820517345.8U
Other languages
Chinese (zh)
Inventor
亢奇伟
赵振华
武永栋
李虹霞
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.)
YUANPING XINGSHENG MACHINERY MANUFACTURING CO LTD
Original Assignee
YUANPING XINGSHENG MACHINERY MANUFACTURING 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 YUANPING XINGSHENG MACHINERY MANUFACTURING CO LTD filed Critical YUANPING XINGSHENG MACHINERY MANUFACTURING CO LTD
Priority to CN201820517345.8U priority Critical patent/CN208379767U/en
Application granted granted Critical
Publication of CN208379767U publication Critical patent/CN208379767U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model belongs to workshop steel structure technology field, in order to effectively control the rigid and construction speed in steel construction workshop, the utility model provides a kind of reinforced steel structure Pole beam connector, including main column beam, left and right girder steel and secondary beam attachment three parts, the main column beam side is left ear connecting plate, and the other side is auris dextra connecting plate, and what is be mutually fixedly connected with left ear connecting plate is left girder steel, what is be mutually fixedly connected with auris dextra connecting plate is right girder steel, and the secondary beam is mutually fixed with main body;It is correspondingly arranged the fixed plate that connection is laid flat in the top surface of girder steel simultaneously, fixed plate is welded as a whole with waist panel at the top of girder steel and main column beam, prevents the situation for occurring curved under bending moment when girder steel stress.The utility model can by type selecting using I-steel come enlarged width end portions section, increase bonding strength;It can play the role of ribs using the fixed plate and vertical connecting plate at top, can effectively concentrate dispersive stress, integrated steel-structure body intensity is high, and support performance is good.

Description

Reinforced steel structure Pole beam connector
Technical field
The utility model belongs to workshop steel structure technology field, and in particular to a kind of reinforced steel structural column beam connection dress It sets.
Background technique
With extensive utilization of the steel construction in terms of the construction of workshop, to the construction and installation efficiency of steel construction and rigid etc. It is required that it is also higher and higher, especially at the positions such as workshop corner, it is necessary to the installation strength of strict control steel construction, simultaneously as The height equal-specification in workshop is more and more extensive, since height dimension span is larger, in order to can be shortened construction period, should use up at node Amount shifts to an earlier date standardization.
Summary of the invention
For the utility model in order to effectively control the rigid and construction speed in steel construction workshop, providing one kind can standard The reinforced steel structure Pole beam connector of change.
The utility model adopts the following technical solution:
A kind of reinforced steel structure Pole beam connector, including main body steel column, left girder steel, secondary beam and right girder steel, main body steel Column, left girder steel, secondary beam and right girder steel are i-beam structure, and main body steel column is vertically arranged, weldering in the side notch of main body steel column It is connected to vertical left ear connecting plate, is welded with vertical auris dextra connecting plate in the notch of the other side, on the side waist panel of main body steel column It is welded with connecting plate of picking up the ears, left girder steel is horizontally disposed and connect with left ear connecting plate, and right girder steel is horizontally disposed and connect with auris dextra Plate connection, secondary beam are connect with the side waist panel of main body steel column by the way that connecting plate of picking up the ears is vertical;The left girder steel, right girder steel and secondary beam Top waist panel upper surface is concordant, three is integrally in T-shaped.
Several bolts hole, three connecting plates and phase are had on left ear connecting plate, auris dextra connecting plate and connecting plate of picking up the ears Left girder steel, right girder steel and the secondary beam answered can be set by the removable connection of high-strength bolt, and in the notch of the opposite connecting plate other side Backing plate prevents bolt from dallying.
Waist panel and main body steel column pass through horizontally disposed left fixed plate reinforcement of weld, right girder steel top waist panel at the top of left girder steel Pass through horizontally disposed right fixed plate reinforcement of weld with main body steel column.
The width of the left ear connecting plate and auris dextra connecting plate is not less than the 2/ of corresponding left girder steel and right girder steel width of rebate 3, preferably width is substantially equal with width of rebate, prevents the phenomenon that stress concentration occur because of joint face deficiency.
The utility model can by type selecting using larger-size I-steel come enlarged width end portions section, increase bonding strength; It can play the role of ribs using the fixed plate and vertical connecting plate at top, can effectively concentrate dispersive stress, overall steel Structure strength is high, and support performance is good, prolongs the service life.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model;
In figure: 1- main body steel column, the left fixed plate of 2-, the left ear connecting plate of 3-, the left girder steel of 4-, 5/8- high-strength bolt, 6- weld seam, The right fixed plate of 7- secondary beam, 9-, the right girder steel of 10-, 11- auris dextra connecting plate.
Specific embodiment
In conjunction with attached drawing, specific embodiment of the present utility model is described further:
Reinforced steel structure Pole beam connector as shown in Figure 1, including main column beam (main body steel column 1), left and right girder steel (component 4 and 10) and 7 attachment three parts of secondary beam, 1 side of main column beam are left ear connecting plate 3, and the other side is auris dextra company Fishplate bar 11, what is be fixedly connected with left 3 phase of ear connecting plate is left girder steel 4, and what is be fixedly connected with 11 phase of auris dextra connecting plate is right girder steel 10, the secondary beam 7 is fixed with 1 phase of main body steel column.
Meanwhile in the left right girder steel 10 of girder steel 4() top surface be correspondingly arranged the fixed plate (component 2 and 9) that lays flat of connection, it is fixed Plate (component 2 and 9) is welded as a whole with waist panel at the top of girder steel and main column beam (main body steel column 1), prevents the left right girder steel of girder steel 4( 10) occur situation curved under bending moment when stress, and the width of fixed plate (component 2 and 9) should be according to the left right girder steel 10 of girder steel 4() Calculate stress condition and the comprehensive determination of level weld seam requirement.
The device can standardize preparatory connection processing, then be correspondingly connected with corresponding lateral steel construction.

Claims (4)

1. a kind of reinforced steel structure Pole beam connector, it is characterised in that: including main body steel column (1), left girder steel (4), secondary beam (7) and right girder steel (10), main body steel column (1), left girder steel (4), secondary beam (7) and right girder steel (10) are i-beam structure, main body Steel column (1) is vertically arranged, is welded with vertical left ear connecting plate (3) in the side notch of main body steel column (1), in the notch of the other side It is welded with vertical auris dextra connecting plate (11), connecting plate of picking up the ears, left girder steel (4) are welded on the side waist panel of main body steel column (1) It is horizontally disposed with and is connect with left ear connecting plate (3), right girder steel (10) is horizontally disposed and connect with auris dextra connecting plate (11), secondary beam (7) it is connect with the side waist panel of main body steel column (1) by connecting plate of picking up the ears;The left girder steel (4), right girder steel (10) and secondary beam (7) top waist panel upper surface is concordant, three is integrally in T-shaped.
2. reinforced steel structure Pole beam connector according to claim 1, it is characterised in that: left ear connecting plate (3), the right side Have several bolts hole on ear connecting plate (11) and connecting plate of picking up the ears, three connecting plates and corresponding left girder steel (4), right steel Beam (10) and secondary beam (7) pass through the removable connection of high-strength bolt.
3. reinforced steel structure Pole beam connector according to claim 2, it is characterised in that: waist at the top of left girder steel (4) Plate and main body steel column (1) pass through horizontally disposed left fixed plate (2) reinforcement of weld, right girder steel (10) top waist panel and main body steel column (1) pass through horizontally disposed right fixed plate (9) reinforcement of weld.
4. reinforced steel structure Pole beam connector according to claim 3, it is characterised in that: the left ear connecting plate (3) and the width of auris dextra connecting plate (11) is not less than the 2/3 of corresponding left girder steel (4) and right girder steel (10) width of rebate.
CN201820517345.8U 2018-04-12 2018-04-12 Reinforced steel structure Pole beam connector Expired - Fee Related CN208379767U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820517345.8U CN208379767U (en) 2018-04-12 2018-04-12 Reinforced steel structure Pole beam connector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820517345.8U CN208379767U (en) 2018-04-12 2018-04-12 Reinforced steel structure Pole beam connector

Publications (1)

Publication Number Publication Date
CN208379767U true CN208379767U (en) 2019-01-15

Family

ID=64975403

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820517345.8U Expired - Fee Related CN208379767U (en) 2018-04-12 2018-04-12 Reinforced steel structure Pole beam connector

Country Status (1)

Country Link
CN (1) CN208379767U (en)

Similar Documents

Publication Publication Date Title
CN204252286U (en) A kind of rectangular steel-tube concrete column-steel beam connecting joint
CN205444492U (en) H type cantilever girder steel post geometric cross section mosaic structure
CN204584622U (en) Steel beam structure plate anti-deformation fixture
CN107130734B (en) Corrugated plate dst Horizontal H-shaped structure beam and its construction method
CN104801911B (en) Steel beam structure plate anti-deformation fixture
CN208379767U (en) Reinforced steel structure Pole beam connector
CN205421562U (en) H type cantilever girder steel post mosaic structure
CN207844882U (en) Steel column and crane girder connecting structure
CN201907940U (en) Tower-crane attached-frame device
CN204959965U (en) A steel construction for building in frame
CN201882737U (en) Elevator guide rail bracket
CN204850046U (en) Many davits of both shoulders and crane beam connection structure
CN203613652U (en) Side plate strengthening honeycomb type H-shaped steel beam frame joint component
CN207749651U (en) A kind of reinforcing construction of Truss Joint connection
CN208329151U (en) A kind of assemble welding formula steel construction
CN208396031U (en) A kind of column beam connection of steel construction
CN202130959U (en) Installation base of traction machine
CN201567683U (en) Side-sway resistant end face tightening temporary connecting joint structure
CN205382619U (en) Angle steel structure
CN206512582U (en) High-strength wave steel web box girder bridge plate
CN221116734U (en) Movable latch seat of single-beam crane
CN219138469U (en) Steel member structure
CN217808360U (en) Precast concrete frame crane beam node reinforcing apparatus
CN211597898U (en) Embedded component of assembled self-propelled garage
CN203545392U (en) High-strength elevator guide rail

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190115

CF01 Termination of patent right due to non-payment of annual fee