CN101929210A - Combination connector used for connecting beam and upright in stone curtain wall - Google Patents

Combination connector used for connecting beam and upright in stone curtain wall Download PDF

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Publication number
CN101929210A
CN101929210A CN 201010256937 CN201010256937A CN101929210A CN 101929210 A CN101929210 A CN 101929210A CN 201010256937 CN201010256937 CN 201010256937 CN 201010256937 A CN201010256937 A CN 201010256937A CN 101929210 A CN101929210 A CN 101929210A
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CN
China
Prior art keywords
perforation
plate
vertical
horizontal segment
vertical plate
Prior art date
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Pending
Application number
CN 201010256937
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Chinese (zh)
Inventor
姜志海
濮椿华
郭永泽
曹丰金
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DALIAN JINKAI ZHENGDA INDUSTRIAL Co Ltd
Original Assignee
DALIAN JINKAI ZHENGDA INDUSTRIAL 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.)
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Priority to CN 201010256937 priority Critical patent/CN101929210A/en
Publication of CN101929210A publication Critical patent/CN101929210A/en
Pending legal-status Critical Current

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Abstract

The invention relates to a combination connector used for connecting a beam and an upright in a stone curtain wall, comprising a bracket, a vertical plate and a horizontal plate, wherein the bracket is an L-shaped plate; the vertical section and the horizontal section of the L-shaped plate are respectively provided with at least one first perforation and at least one second perforation which are in a strip shape along the length directions of the vertical section and the horizontal section; the vertical plate and the horizontal plate are respectively provided with at least one third perforation and at least one fourth perforation; the vertical section is connected with the vertical plate in an abutting mode through at least one first bolt passing through the first and third perforations and at least one first screw nut installed at the screwing end of the first bolt; and the horizontal section is connected with the horizontal plate in an abutting mode through at least one second bolt passing through the second and fourth perforations and at least one second screw nut installed at the screwing end of the second bolt. The connection between the beam and the upright is convenient, simple and rapid by using the connector, the labor capacity of on-site builders is less, the labor efficiency is high and the construction cost is low; in addition, welding construction is free of need, thus the stone curtain wall has better safety; and furthermore, by using the connector, the installation height of the beam on the upright and the stretching compensate length of the beam at the horizontal direction are conveniently adjusted.

Description

Be used for the combination connector that crossbeam is connected with column in the stone curtain wall
Technical field
The present invention relates to a kind of connector, particularly relate to and be used for the combination connector that crossbeam is connected with column in a kind of stone curtain wall.
Background technology
Corresponding stone material is installed on existing stone curtain wall mounting structure, can be obtained the stone curtain wall of steel structure frame.Crossbeam in the mounting structure is welded on the corresponding column, and column all adopts rectangular steel tube, and crossbeam adopts angle bar.
During assembling, at the construction field (site) to steel pipe, angle bar cut respectively obtain column, crossbeam after, column is fixed on the body of wall, again crossbeam, column are carried out welding procedure, welding procedure is that work high above the ground and construction volume are bigger.
After adopting above construction operation mode, the noise of job site is big, welding spark is arranged and disturb residents, and site operation personnel's the amount of labour is big, efficiency is low, the construction cost height; Be difficult to regulate the setting height(from bottom) of crossbeam on column; Weld seam between column, the crossbeam is too many, and the workload of welding inspection and control is very big, and the preservative treatment of weld seam can't be all qualified, and welding quality is difficult to guarantee, makes that the safety of stone curtain wall is relatively poor.
Summary of the invention
Technical problem to be solved by this invention provides and is used for the combination connector that crossbeam is connected with column in a kind of stone curtain wall, adopt this connector, make easy to connect, simple, quick between crossbeam and the column, site operation personnel's the amount of labour is less, efficiency is high, construction cost is low; In addition, need not welding procedure, make that the safety of stone curtain wall is preferable.
For solving the problems of the technologies described above, be used for the combination connector that crossbeam is connected with column in the stone curtain wall provided by the invention, it comprises the angle sign indicating number, vertical plate, level board, the angle sign indicating number is a L shaped plate, have first perforation of at least one bar shaped on vertical section of L shaped plate and the horizontal segment respectively along both length direction, second perforation, vertical plate, have at least one the 3rd perforation on the level board, the 4th perforation, vertical section, bore a hole by passing first between the vertical plate, at least one first bolt of the 3rd perforation is posted by connecting horizontal segment with at least one first nut that is installed in the first bolt screw terminal, bore a hole by passing second between the level board, at least one second bolt of the 4th perforation is posted by connecting with at least one second nut that is installed in the second bolt screw terminal.
For can concise description for the purpose of the problem, below all abbreviate this connector as to being used for the combination connector that crossbeam is connected with column in the stone curtain wall of the present invention.
Before the assembling, earlier the short transverse at column is provided with some adjustment holes, at the length direction of crossbeam some connecting holes is set also.
Component in this connector (angle sign indicating number, vertical plate, level board, first bolt, first nut, second bolt, second nut) all can come out by drawing standardization, large-scale production in factory in advance; during assembling; can realize crossbeam is installed on the corresponding column by this connector at the construction field (site); need not to cut, hole, construction such as welding; compared with prior art, thoroughly the potential safety hazard of being brought is welded in radical cure.
Adopt this connector, make easy to connect, simple, quick between crossbeam and the column, site operation personnel's the amount of labour is less, efficiency is high, construction cost is low; In addition, need not welding procedure, make that the safety of stone curtain wall is preferable.
In addition, adopt this connector, make that also setting height(from bottom) adjusting and crossbeam in the horizontal direction the stretching, extension compensating length adjusting of crossbeam on column is all comparatively convenient.
As optimization of the present invention, vertical section of L shaped plate and the width of horizontal segment medial surface upper edge in opposite directions are provided with the thread form groove respectively, also be provided with identical thread form groove on vertical plate and the corresponding side surface that vertically section reclines mutually, also be provided with identical thread form groove on level board and the corresponding side surface that horizontal segment reclines mutually.
The setting of thread form groove makes that the frictional force between the horizontal segment of frictional force, level board and angle sign indicating number between vertical plate and angle sign indicating number vertical section all obtains increasing, and like this, being connected between crossbeam and the column is more firm.
The quantity of last first perforation of vertical section of described L shaped plate is that two, two first perforation are parallel to each other and are in vertical section central region;
The quantity of second perforation is two, two second central region of boring a hole and being parallel to each other and being in horizontal segment on the horizontal segment;
The quantity of the 3rd perforation is four on the vertical plate, be in four the 3rd central region that perforation is square and arranges and be in vertical plate, four the 3rd perforation two the 3rd perforation of vertical plate width either side and vertical section go up homonymy that first bore a hole just corresponding on the position;
The quantity of the 4th perforation is the central region that two, two the 4th perforation are in level board on the level board, and two the 4th perforation are corresponding on the position respectively with two second perforation on the horizontal segment.
Description of drawings
Fig. 1 is the stereogram of the angle sign indicating number in this connector;
Stereogram when Fig. 2 is equipped first bolt of the vertical plate in this connector and first nut;
Stereogram when Fig. 3 is equipped second bolt of the level board in this connector and second nut;
Fig. 4 is self structure of this connector and the stereogram when using.
The specific embodiment
Below in conjunction with accompanying drawing embodiments of the present invention are specifically described:
Referring to Fig. 1-Fig. 4:
This connector comprises angle sign indicating number 1, vertical plate 2, level board 3, and angle sign indicating number 1 is a L shaped plate, and 13, two first perforation 13 of first perforation that vertical section 11 its length direction of upper edge of L shaped plate has two vertical bar shapeds are parallel to each other and are in vertical section central region; 14, two second perforation 14 of second perforation that its length direction of horizontal segment 12 upper edges of L shaped plate has two horizontal bar shapeds are parallel to each other and are in the central region of horizontal segment 12.Vertical section 11 of L shaped plate and the width of horizontal segment 12 medial surface upper edge in opposite directions are provided with thread form groove 15, thread form groove 16 respectively.
Have four the 3rd perforation 21 on the vertical plate 2, have two the 4th perforation 31 on the level board 3.
Four the 3rd central region that perforation 21 is square and arranges and be in vertical plate 2, be in homonymy on two the 3rd perforation 21 of vertical plate 2 width either sides and the vertical section 11 that first bore a hole 13 just corresponding on the position.
Two the 4th perforation 31 are in the central region of level board 3, and two the 4th perforation 31 are corresponding on the position respectively with two second perforation 14 on the horizontal segment 12.
The trailing flank of vertical plate 2 is provided with the thread form groove 22 identical with thread form groove 15, and the downside of level board 3 is provided with the thread form groove 32 identical with thread form groove 16.
Vertically can be posted by connecting by two first bolts 24 that pass first perforation the 13, the 3rd perforation 21 and two first nuts 23 that are installed in first bolt, 24 screw terminals between section 11, the vertical plate 2, and vertically the thread form groove 15 on the section 11, the thread form groove 22 on vertical plate 2 trailing flanks can agree with mutually; Can be posted by connecting by two second nuts 33 that pass second perforation the 14, the 4th perforation 31 two second bolts 34 and be installed in second bolt, 34 screw terminals between horizontal segment 12, the level board 3, and the thread form groove 32 of the thread form groove 16 on the horizontal segment 12, level board 3 downsides can agree with mutually.
The short transverse of column 4 is provided with some adjustment holes 41, and the length direction of crossbeam 5 is provided with some connecting holes 51.This connector, column 4, crossbeam 5 all can be pressed drawing standardization, the moulding of scale machining in advance in factory.
During assembling, at the construction field (site) vertical section 11 of angle sign indicating number 1 and horizontal segment 12 are reclined with column 4 and crossbeam 5 respectively, vertical plate 2 and level board 3 are with vertical section 11 and horizontal segment 12 medial surface in opposite directions is corresponding respectively reclines, again by two first bolts 24 and two first nuts 23, two second bolts 34 and two second nuts 33, can realize crossbeam 5 is installed on the column 4, need not to cut, hole, construction such as welding, compared with prior art, thoroughly the potential safety hazard of being brought is welded in radical cure.
Adopt this connector,, can adjust the height of crossbeam 5 in a big way by selecting the adjustment hole 41 of diverse location on the column 4; By the height of bar shaped perforation 13 adjustment angle sign indicating numbers 1, can finely tune the height of crossbeam 5.Therefore, the setting height(from bottom) adjusting of crossbeam 5 on column 4 is comparatively convenient.
Equally, crossbeam 5 stretching, extension compensating length adjusting in the horizontal direction is also comparatively convenient.
Above-described only is one embodiment of the present invention.Should be pointed out that for the person of ordinary skill of the art under the prerequisite that does not break away from the principle of the invention, can also make conspicuous some conversion or alternative and remodeling, these also should be considered as belonging to protection scope of the present invention.

Claims (3)

1. be used for the combination connector that crossbeam is connected with column in the stone curtain wall, it is characterized in that: it comprises the angle sign indicating number, vertical plate, level board, the angle sign indicating number is a L shaped plate, have first perforation of at least one bar shaped on vertical section of L shaped plate and the horizontal segment respectively along both length direction, second perforation, vertical plate, have at least one the 3rd perforation on the level board, the 4th perforation, vertical section, bore a hole by passing first between the vertical plate, at least one first bolt of the 3rd perforation is posted by connecting horizontal segment with at least one first nut that is installed in the first bolt screw terminal, bore a hole by passing second between the level board, at least one second bolt of the 4th perforation is posted by connecting with at least one second nut that is installed in the second bolt screw terminal.
2. be used for the combination connector that crossbeam is connected with column in the stone curtain wall according to claim 1, it is characterized in that:
Vertical section of L shaped plate and the width of horizontal segment medial surface upper edge in opposite directions are provided with the thread form groove respectively, also be provided with identical thread form groove on vertical plate and the corresponding side surface that vertically section reclines mutually, also be provided with identical thread form groove on level board and the corresponding side surface that horizontal segment reclines mutually.
3. be used for the combination connector that crossbeam is connected with column in the stone curtain wall according to claim 1 and 2, it is characterized in that:
The quantity of last first perforation of vertical section of L shaped plate is that two, two first perforation are parallel to each other and are in vertical section central region;
The quantity of second perforation is two, two second central region of boring a hole and being parallel to each other and being in horizontal segment on the horizontal segment;
The quantity of the 3rd perforation is four on the vertical plate, be in four the 3rd central region that perforation is square and arranges and be in vertical plate, four the 3rd perforation two the 3rd perforation of vertical plate width either side and vertical section go up homonymy that first bore a hole just corresponding on the position;
The quantity of the 4th perforation is the central region that two, two the 4th perforation are in level board on the level board, and two the 4th perforation are corresponding on the position respectively with two second perforation on the horizontal segment.
CN 201010256937 2010-08-19 2010-08-19 Combination connector used for connecting beam and upright in stone curtain wall Pending CN101929210A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201010256937 CN101929210A (en) 2010-08-19 2010-08-19 Combination connector used for connecting beam and upright in stone curtain wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201010256937 CN101929210A (en) 2010-08-19 2010-08-19 Combination connector used for connecting beam and upright in stone curtain wall

Publications (1)

Publication Number Publication Date
CN101929210A true CN101929210A (en) 2010-12-29

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CN 201010256937 Pending CN101929210A (en) 2010-08-19 2010-08-19 Combination connector used for connecting beam and upright in stone curtain wall

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CN (1) CN101929210A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102211728A (en) * 2011-05-26 2011-10-12 苏州中远电梯有限公司 Elevator upright and beam connecting structure
CN103148072A (en) * 2013-03-11 2013-06-12 苏州市奥杰汽车技术有限公司 Connecting structure for square tube aluminum profiles
CN103334532A (en) * 2013-06-19 2013-10-02 苏州金螳螂幕墙有限公司 Pillar for energy-saving daylighting roof
CN107503482A (en) * 2017-08-04 2017-12-22 上海建工建集团有限公司 Exterior wall abnormity aluminium grid and installation method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002040801A1 (en) * 2000-11-11 2002-05-23 Fine Curtain Wall Co., Ltd Steel frame for curtain wall, construction method and structure of open-joint external wall using the same
CN200940301Y (en) * 2006-09-11 2007-08-29 杜金泽 Connecting structure between beam and column of curtain wall of building
CN101397821A (en) * 2008-09-26 2009-04-01 沈英 Combined hanger and ceramic plate curtain wall mounting structure by employing the same
CN201254773Y (en) * 2008-06-05 2009-06-10 吴国良 Mounting structure for clay plate curtain wall
US7676999B2 (en) * 2005-03-15 2010-03-16 Muridal Inc. Curtain wall system and method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002040801A1 (en) * 2000-11-11 2002-05-23 Fine Curtain Wall Co., Ltd Steel frame for curtain wall, construction method and structure of open-joint external wall using the same
US7676999B2 (en) * 2005-03-15 2010-03-16 Muridal Inc. Curtain wall system and method
CN200940301Y (en) * 2006-09-11 2007-08-29 杜金泽 Connecting structure between beam and column of curtain wall of building
CN201254773Y (en) * 2008-06-05 2009-06-10 吴国良 Mounting structure for clay plate curtain wall
CN101397821A (en) * 2008-09-26 2009-04-01 沈英 Combined hanger and ceramic plate curtain wall mounting structure by employing the same

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102211728A (en) * 2011-05-26 2011-10-12 苏州中远电梯有限公司 Elevator upright and beam connecting structure
CN103148072A (en) * 2013-03-11 2013-06-12 苏州市奥杰汽车技术有限公司 Connecting structure for square tube aluminum profiles
CN103334532A (en) * 2013-06-19 2013-10-02 苏州金螳螂幕墙有限公司 Pillar for energy-saving daylighting roof
CN107503482A (en) * 2017-08-04 2017-12-22 上海建工建集团有限公司 Exterior wall abnormity aluminium grid and installation method

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Open date: 20101229