CN203613688U - Connecting structure of vertical column and transverse beams of curtain wall - Google Patents

Connecting structure of vertical column and transverse beams of curtain wall Download PDF

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Publication number
CN203613688U
CN203613688U CN201320649708.0U CN201320649708U CN203613688U CN 203613688 U CN203613688 U CN 203613688U CN 201320649708 U CN201320649708 U CN 201320649708U CN 203613688 U CN203613688 U CN 203613688U
Authority
CN
China
Prior art keywords
slide block
crossbeam
column
curtain wall
steel pin
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
CN201320649708.0U
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Chinese (zh)
Inventor
孙海峰
林伟
贾桂莲
颜传国
连钰荣
王永
袁锋
张显哲
朱敏
莫海明
杨丹君
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.)
SHANDONG XIONGSHI ARCHITECTURE DECORATION CO Ltd
TIANSONG CONSTRUCTION GROUP CO Ltd
Original Assignee
SHANDONG XIONGSHI ARCHITECTURE DECORATION CO Ltd
TIANSONG CONSTRUCTION GROUP 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 SHANDONG XIONGSHI ARCHITECTURE DECORATION CO Ltd, TIANSONG CONSTRUCTION GROUP CO Ltd filed Critical SHANDONG XIONGSHI ARCHITECTURE DECORATION CO Ltd
Priority to CN201320649708.0U priority Critical patent/CN203613688U/en
Application granted granted Critical
Publication of CN203613688U publication Critical patent/CN203613688U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model belongs to the technical field of connecting structures of building curtain walls, and particularly relates to a connecting structure of a vertical column and transverse beams of a curtain wall. The connecting structure comprises the vertical column and the transverse beams, wherein the vertical column is vertical to the transverse beams, the interior of each transverse beam is provided with an adapter, the vertical column is provided with reserved inserting holes, and the adapter on each transverse beam is inserted into each reserved inserting hole of the vertical column to connect the vertical column and the transverse beam. The connecting structure has the advantages that the cost is low, the connecting is quick and convenient, the firmness and reliability are realized, the requirement of processing precision is reduced, the scrap rate is reduced, and the connecting quality of the vertical column and the transverse beams is effectively ensured and is in the controllable state; in the premise of not damaging profiles, a steel pin and the vertical column are separated to detach the closed transverse beams by sliding sliding blocks, so the maintenance and the replacement are convenient, the maintenance cost is reduced, the installation and the detachment are convenient, and the construction efficiency is high.

Description

A kind of connection structure of stand column and beam of curtain wall
Technical field:
The utility model belongs to building curtain wall syndeton technical field, refers in particular to a kind of connection structure of stand column and beam of curtain wall.
Background technology:
In Glass Curtain Wall Projects, crossbeam and being connected of column are stressed addressees important in curtain wall, and the crossbeam of remaining silent of Glass Curtain Wall Projects is the comparatively complicated node in construction with being connected of column always, be widely used in curtain wall engineering, same construction is also comparatively complicated.The column of existing curtain wall is (referring to Fig. 1-2) with the syndeton of crossbeam: adopt L shaped corner brace 1 to be connected, column 2 is connected by bolt 4 with the vertical portion 3 of corner brace 1, crossbeam 5 is connected by bolt 7 with the horizontal part 6 of corner brace 1 again, realizes being fixedly connected with of crossbeam 5 and column 2.Above-mentioned connected mode needs 12 of bolts hole, and in corner brace 16, on column 23, on crossbeam 53, corresponding one by one, requirement on machining accuracy is high, and more complicated is installed.
Summary of the invention:
The purpose of this utility model is to provide a kind of dismounting fast, conveniently, connects reliable connection structure of stand column and beam of curtain wall.
The utility model is achieved in that
A kind of connection structure of stand column and beam of curtain wall, include column, crossbeam, column and beam vertical setting are provided with adapter in crossbeam, on column, be provided with reserved jack, in the reserved jack of the adapter socket connection on crossbeam on column, realize being connected of crossbeam and column.
Above-mentioned adapter includes slide block, steel pin, slide block is hollow structure, the profile of slide block matches with crossbeam cavity shape, slide block moves along crossbeam length direction at crossbeam inner chamber, on the inwall of slide block, be provided with several axis steel pin screw parallel with slide block moving direction, the position of steel pin screw is corresponding one by one with the reserved jack on column, described steel pin is that one end is provided with externally threaded threaded portion, the other end is smooth bar portion, threaded portion and bar portion coaxial line, the threaded portion of steel pin is screwed onto in the steel pin screw of slide block, and bar portion stretches out outside slide block.
One end of above-mentioned crossbeam is provided with slip hole, slip hole center line is along its length parallel with crossbeam, be respectively arranged with locking screw keyhole in the both sides of slip hole, position corresponding to slip hole on described slide block is provided with adjustment hole, the both sides of adjustment hole be respectively arranged with crossbeam on lock bolt hole site locking screw keyhole one to one, slide block is arranged in crossbeam one end, slide block is moved forward the bar portion of steel pin is inserted in the reserved jack on column along slip hole by the auxiliary slippage bolt being arranged in adjustment hole, and be screwed onto in the locking screw keyhole on crossbeam and slide block and fix slide block and crossbeam by bolt.
Above-mentioned crossbeam is the aluminum alloy cross beam of remaining silent, and described slide block is aluminium alloys slide block.
Above-mentioned auxiliary slippage bolt is dismantled in the time not using.
Between above-mentioned crossbeam, slide block and column, be provided with cushion pad, the bar portion of steel pin is through cushion pad.
Steel pin screw on above-mentioned slide block is provided with three, and on the same face of slide block, on two adjacent angles and the middle part of the face relative with this face is formed with respectively three pedestals, is respectively arranged with steel pin screw on pedestal.
On above-mentioned pedestal, be axially provided with the open slot with steel pin screw UNICOM.
Above-mentioned steel pin is stainless steel steel pin.
The diameter of the bar portion of above-mentioned steel pin is less than externally threaded nominal diameter.
The advantage that the utility model is given prominence to is compared to existing technology:
1, the utility model is connected with column by slide block and the steel pin that is screwed onto on slide block, again slide block and crossbeam are connected, cost is low, connect quick and convenient, solid and reliable, reduce requirement on machining accuracy, reduced scrappage, can effectively guarantee that the quality of connection of crossbeam and column and quality of connection are in controllable state;
2, the utility model is provided with cushion pad between column and slide block end face and crossbeam end face, can avoid the friction between crossbeam, slide block and column and the noise that produces;
3, the utility model can be by slippage slide block under the prerequisite of not damaging section bar, and steel pin is separated with column and dismantle the crossbeam of remaining silent, convenient maintenance and replacement, thus reduce maintenance cost, and installation and removal are convenient, and efficiency of construction is high;
4, slide block of the present utility model and crossbeam are connected and can prevent from causing the steel pin on slide block to exit the reserved jack on column because of other factors such as wind shakes.
Accompanying drawing explanation:
Fig. 1 is the schematic diagram of the syndeton of background technology;
Fig. 2 is the front view of the corner brace of background technology;
Fig. 3 is schematic diagram of the present utility model;
Fig. 4 is that slide block of the present utility model is arranged on the schematic diagram in crossbeam;
Fig. 5 is that steel pin of the present utility model is arranged on the front view on slide block;
Fig. 6 is the A-A sectional view of Fig. 5;
Fig. 7 is that steel pin of the present utility model is arranged on the left view on slide block, wherein in adjustment hole, is provided with auxiliary slippage bolt;
Fig. 8 is the schematic diagram of steel pin of the present utility model.
The specific embodiment:
With specific embodiment, the utility model is further described below, referring to Fig. 3-8:
A kind of connection structure of stand column and beam of curtain wall, include column 10, crossbeam 20, column 10 setting vertical with crossbeam 20, in crossbeam 20, be provided with adapter, on column 10, be provided with reserved jack, in the reserved jack of the adapter socket connection on crossbeam 20 on column 10, realize being connected of crossbeam 20 and column 10.
Above-mentioned adapter includes slide block 30, steel pin 40, slide block 30 is hollow structure, the profile of slide block 30 matches with crossbeam 20 cavity shapes, slide block 30 moves along crossbeam 20 length directions at crossbeam 20 inner chambers, on the inwall of slide block 30, be provided with several axis steel pin screw 50 parallel with slide block 30 moving directions, the position of steel pin screw 50 is corresponding one by one with the reserved jack on column 10, one end of described steel pin 40 is for being provided with externally threaded threaded portion 41, the other end is smooth bar portion 42, threaded portion 41 and bar portion 42 coaxial lines, the threaded portion 41 of steel pin 40 is screwed onto in the steel pin screw 50 of slide block 30, bar portion 42 stretches out outside slide block 30.On the end face of the threaded portion 41 of steel pin 40, be provided with the installation that flat recess or cross recess facilitate steel pin screw 50 on steel pin 40 and slide block 30.
One end of above-mentioned crossbeam 20 is provided with slip hole 60, slip hole 60 is mainly for slippage 30 slide blocks, make it reach assigned address, parallel with crossbeam 20 at slip hole 60 center line along its length, be respectively arranged with locking screw keyhole 70 in the both sides of slip hole 60, on described slide block 30, be provided with adjustment hole 80 corresponding to the position of slip hole 60, the both sides of adjustment hole 80 be respectively arranged with crossbeam 20 on locking screw keyhole 70 positions locking screw keyhole 130 one to one, slide block 30 is arranged in crossbeam 20 one end, slide block 30 is moved forward the bar portion 42 of steel pin 40 is inserted in the reserved jack on column 10 along slip hole 60 by the auxiliary slippage bolt 90 being arranged in adjustment hole 80, and be screwed onto the locking screw keyhole 70 on crossbeam 20 and slide block 30 by bolt 100, 130 interior fixing slide blocks 30 and crossbeam 20.Slide block 30 has completed being connected between crossbeam 20 and column 10, by stressed crossbeam 20 column 10 of passing to, is main primary structure member.Bolt 100 makes slide block 30 be connected with crossbeam 20, composition primary structure member.
Above-mentioned crossbeam 20 is the aluminum alloy cross beam of remaining silent, and described slide block 30 is aluminium alloys slide block.The aluminum alloy cross beam of remaining silent has the following advantages:
1) strengthened the arm of force and strengthened its stress performance, anti-twisting property significantly improves, after having solved opening crossbeam curtain wall glass and installing because the weight of glass is forward, the problem that easily causes crossbeam distortion even to topple under long-term wind shake effect; 2) it becomes two kinds of original aluminium alloy extrusions (opening profile and the press strip that is fastened on opening part) aluminium alloy extrusions of remaining silent in a kind of cross section, reduce profile extrusion die a set of, save die steel, and can effectively save section bar, at the identical crossbeam of cross section parameter characteristic, closed type section of beam is long-pending little, quality light (every meter of weight is minimum alleviate 0.5kg more than, the weight of counting roughly a lower profile); 3) while installation, reduce a procedure (detaining portion's aluminium alloys press strip operation), improved operating efficiency, saved the reduction of erection time in man-hour, also avoided the piece forming when two kinds of aluminium alloy extrusions fasten simultaneously, beautified Surface of profile.
Above-mentioned auxiliary slippage bolt 90 is dismantled in the time not using.
Between above-mentioned crossbeam 20, slide block 30 and column 10, be provided with cushion pad, the bar portion of steel pin 40 42 is through cushion pad, and buffering can be avoided the friction between crossbeam 20, slide block 30 and column 10 and the noise that produces.Column 10 is Aluminum alloy column, is the main bearing member of curtain wall.Crossbeam 20 is the main bearing member of curtain wall also.
Locking screw keyhole on above-mentioned slide block 30 is provided with three, and on the same face of slide block 30, on two adjacent angles and the middle part of the face relative with this face is formed with respectively three pedestals 110, is respectively arranged with steel pin screw 50 on pedestal 110.
On above-mentioned pedestal 110, be axially provided with the open slot 120 with steel pin screw 50 UNICOMs.The line of three steel pin screws 50 forms isosceles triangle.
Above-mentioned steel pin 40 is stainless steel steel pin.
The diameter of the bar portion 41 of above-mentioned steel pin 50 is less than the nominal diameter of threaded portion 42, is convenient to insert in the reserved jack on column 10.
Mounting method of the present utility model:
1, the threaded portion of steel pin 40 41 is screw-coupled in the steel pin screw 50 of slide block 30, bar portion 42 stretches out outside slide block 30;
2, slide block 30 is mounted in crossbeam 20, and the bar portion 42 of steel pin 40 stretches out outside crossbeam 20;
3, on cushion pad, be provided with and steel pin 40 jack one to one, cushion pad is arranged on by the bar portion 42 of steel pin 40 on the end face of slide block 30 and crossbeam 20;
4, auxiliary slippage bolt 90 is set on slide block 30, the steel pin on crossbeam 20 40 is corresponding one by one with the reserved jack on column 10;
5, the bar portion 42 that moves to steel pin 40 along the slip hole 60 on crossbeam 20 to column 10 directions with movable slider 30 with dynamic auxiliary slippage bolt 90 by instrument (as screwdriver) inserts in the reserved jack of column 10;
6, be screwed onto locking screw keyhole 70,130 on crossbeam 20 and slide block 30 by bolt 100 interior by fixing to crossbeam 20 and slide block 30.
Above-described embodiment is only one of preferred embodiment of the present utility model; not limit practical range of the present utility model with this; therefore: all equivalences of doing according to shape of the present utility model, structure, principle change, within all should being covered by protection domain of the present utility model.

Claims (10)

1. a connection structure of stand column and beam of curtain wall, include column, crossbeam, column and beam vertical setting, it is characterized in that: in crossbeam, be provided with adapter, on column, be provided with reserved jack, in the reserved jack of the adapter socket connection on crossbeam on column, realize being connected of crossbeam and column.
2. a kind of connection structure of stand column and beam of curtain wall according to claim 1, it is characterized in that: described adapter includes slide block, steel pin, slide block is hollow structure, the profile of slide block matches with crossbeam cavity shape, slide block moves along crossbeam length direction at crossbeam inner chamber, on the inwall of slide block, be provided with several axis screwed hole parallel with slide block moving direction, the position of screwed hole is corresponding one by one with the reserved jack on column, described steel pin is that one end is provided with externally threaded threaded portion, the other end is smooth bar portion, threaded portion and bar portion coaxial line, the threaded portion of steel pin is screwed onto in the screwed hole of slide block, bar portion stretches out outside slide block.
3. a kind of connection structure of stand column and beam of curtain wall according to claim 2, it is characterized in that: one end of described crossbeam is provided with slip hole, slip hole center line is along its length parallel with crossbeam, be respectively arranged with locking screw keyhole in the both sides of slip hole, position corresponding to slip hole on described slide block is provided with adjustment hole, the both sides of adjustment hole be respectively arranged with crossbeam on lock bolt hole site locking screw keyhole one to one, slide block is arranged in crossbeam one end, slide block is moved forward the bar portion of steel pin is inserted in the reserved jack on column along slip hole by the auxiliary slippage bolt being arranged in adjustment hole, and be screwed onto in the locking screw keyhole on crossbeam and slide block and fix slide block and crossbeam by bolt.
4. a kind of connection structure of stand column and beam of curtain wall according to claim 3, is characterized in that: described crossbeam is the aluminum alloy cross beam of remaining silent, and described slide block is aluminium alloys slide block.
5. a kind of connection structure of stand column and beam of curtain wall according to claim 3, is characterized in that: described auxiliary slippage bolt is dismantled in the time not using.
6. a kind of connection structure of stand column and beam of curtain wall according to claim 3, is characterized in that: between described crossbeam, slide block and column, be provided with cushion pad, the bar portion of steel pin is through cushion pad.
7. a kind of connection structure of stand column and beam of curtain wall according to claim 2, it is characterized in that: the screwed hole on described slide block is provided with three, on the same face of slide block, on two adjacent angles and the middle part of the face relative with this face is formed with respectively three pedestals, is respectively arranged with screwed hole on pedestal.
8. a kind of connection structure of stand column and beam of curtain wall according to claim 7, is characterized in that: on described pedestal, be axially provided with the open slot with screwed hole UNICOM.
9. a kind of connection structure of stand column and beam of curtain wall according to claim 2, is characterized in that: described steel pin is stainless steel steel pin.
10. a kind of connection structure of stand column and beam of curtain wall according to claim 9, is characterized in that: the diameter of the bar portion of described steel pin is less than externally threaded nominal diameter.
CN201320649708.0U 2013-10-19 2013-10-19 Connecting structure of vertical column and transverse beams of curtain wall Expired - Fee Related CN203613688U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320649708.0U CN203613688U (en) 2013-10-19 2013-10-19 Connecting structure of vertical column and transverse beams of curtain wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320649708.0U CN203613688U (en) 2013-10-19 2013-10-19 Connecting structure of vertical column and transverse beams of curtain wall

Publications (1)

Publication Number Publication Date
CN203613688U true CN203613688U (en) 2014-05-28

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ID=50766344

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320649708.0U Expired - Fee Related CN203613688U (en) 2013-10-19 2013-10-19 Connecting structure of vertical column and transverse beams of curtain wall

Country Status (1)

Country Link
CN (1) CN203613688U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103541436A (en) * 2013-10-19 2014-01-29 天颂建设集团有限公司 Curtain wall column and beam connection structure
CN105714997A (en) * 2016-04-07 2016-06-29 苏州罗普斯金铝业股份有限公司 Tubular sectional material

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103541436A (en) * 2013-10-19 2014-01-29 天颂建设集团有限公司 Curtain wall column and beam connection structure
CN103541436B (en) * 2013-10-19 2016-09-07 天颂建设集团有限公司 A kind of connection structure of stand column and beam of curtain wall
CN105714997A (en) * 2016-04-07 2016-06-29 苏州罗普斯金铝业股份有限公司 Tubular sectional material

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140528

Termination date: 20161019