CN103643757A - Curtain wall connecting structure with unaligned roof and floor deformation joint - Google Patents
Curtain wall connecting structure with unaligned roof and floor deformation joint Download PDFInfo
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- CN103643757A CN103643757A CN201310726437.9A CN201310726437A CN103643757A CN 103643757 A CN103643757 A CN 103643757A CN 201310726437 A CN201310726437 A CN 201310726437A CN 103643757 A CN103643757 A CN 103643757A
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- curtain wall
- deformation joint
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Abstract
The invention relates to a curtain wall connecting structure with an unaligned roof and a floor deformation joint. The curtain wall connecting structure comprises a curtain wall arranged on a main building structure, wherein a curtain wall deformation joint is reserved at the place where the curtain wall corresponds to the floor deformation joint, and the width of the curtain wall deformation joint is consistent with that of the main building structure; a curtain wall deformation joint is reserved at the place where the curtain wall corresponds to a roof deformation joint, and the width of the curtain wall deformation joint is not less than the maximum inter-story displacement of the main building structure; the roof is connected with a roof support ear plate which is movably connected with a connecting plate; the curtain wall is connected with a curtain wall support ear plate which is movably connected with a connecting plate; the connecting plates are movably connected mutually by a stay bar. The invention can prevent the curtain wall system from being destroyed due to the vertical deformation of the roof, and can also prevent the curtain wall unit between the roof and the floor deformation joint from being destroyed due to the inconsistent deformation of the main structure unit on both sides of the deformation joint.
Description
(1) technical field
The invention belongs to the structure that is connected of Architecture Outer Curtain Wall system and agent structure.Be particularly useful for the construction scopes such as Railway Passenger Stations station, airport building, conference and exhibition center and span all larger, the curtain wall system that roof system and flooring deformation joint do not line up.
(2) technical background
For large structures of span such as Railway Passenger Stations station, airport building, conference and exhibition centers, floor load-carrying members span is much smaller than light steel roof system span, in order to save cost and to avoid excessive and encorbelment, conventionally the deformation joint of roof structure need be arranged at post standard width of a room in an old-style house center, does not line up with the deformation joint position of floor structure.To this building, only at flooring deformation joint, a curtain wall deformation joint is set, curtain wall upper and lower side all adopts the larger potential safety hazard of the hinged existence of bearing pin with agent structure.
Railway Passenger Stations stations such as eastern station, Nanning, northern station, Kweiyang, the post distance of outer facade upper support roof system is 43 meters, and the post distance of support superstructure is 21.5 meters, roof system and flooring deformation joint do not line up.For the king-sized situation of this roof system span, even if roof system amount of deflection is controlled by 1/400 of span, the deflection value of span centre part still reaches 107.5mm, therefore need to adopt to discharge the structure that is connected that upper end vertically retrains with roof system, avoid causing curtain wall compression damage because of roof structure vertical deformation.
A lot of projects are when design curtain wall, consider that the length of structure under temperature action is to (being direction in curtain wall face) dilatation, therefore curtain wall is provided with the seam aliging with flooring deformation joint, between the curtain wall upper end between roof system and flooring deformation joint and roof system, by waving bearing, is connected.Under the normal service condition of project of this design, generally there will not be problem, if but under geological process, agent structure unit, both sides is when the Direction distortion trend of vertical curtain wall face is inconsistent, must cause curtain wall tear failure in roof system deformation joint corresponding position, or cause two curtain wall units between deformation joint to occur that distortion destroys, and exists potential safety hazard.
Separately have some projects to be all provided with curtain wall deformation joint at roof system and flooring deformation joint, the bearing pin bearing that upper end adopts can not retrain in emission surface, and plane internal deformation performance meets the requirement of conventional frame construction.This design can well adapt to agent structure unit, both sides in the vertical inconsistent situation of curtain wall Direction distortion trend, the dilatation of direction in plane is also had to certain adaptive capacity, but still have potential safety hazard under extreme case.As shown in Figure 1,
for the relative storey displacement of curtain wall place floor,
be that two element of construction shake the flooring displacement causing round about,
for flooring deformation joint width;
for roof system deformation joint width.The plane deformation ability of general curtain wall unit only need to adapt to the maximum relative storey displacement angle of agent structure
.The structure not lining up for roof system and flooring deformation joint, article two, the curtain wall upper and lower side between deformation joint be take respectively different structure unit as bearing, if adopt can not emission surface in the bearing pin of constraint hinged, when agent structure unit is out of shape round about due to geological process, the relative storey displacement angle of their plane internal deformation angle agent structure is
.Due to
, curtain wall plane internal deformation ability is difficult to meet the demands, and very easily causes crimp in curtain wall face, and then causes glue-line disengagement or face glass and point-supporting bearing collision explosion between face glass and frame.
(3) summary of the invention
The curtain wall-connecting structure that the object of the present invention is to provide a kind of roof system and flooring deformation joint not to line up, this structure can avoid that the distortion of roof system and flooring is inconsistent causes the stressed or distortion of curtain wall, and then causes glass breaking, the potential safety hazard that curtain skeleton damages.
The present invention adopts following technical scheme: the curtain wall-connecting structure that a kind of roof system and flooring deformation joint do not line up, comprise the curtain wall being arranged on major structure of construction, on curtain wall, (structure not lining up for roof system and flooring deformation joint, is all provided with deformation joint at flooring and roof system place with flooring deformation joint corresponding position.So-called corresponding position, what refer to will arrange corresponding curtain wall deformation joint at flooring deformation joint exactly, at roof system deformation joint, corresponding curtain wall deformation joint is also set, be provided with curtain wall deformation joint one down together), the seam of curtain wall deformation joint one wide with major structure of construction consistent (seam that refers to curtain wall deformation joint is wide wide identical with seam major structure of construction flooring deformation joint), on curtain wall, be provided with curtain wall deformation joint two with roof system deformation joint corresponding position, the seam of curtain wall deformation joint two is wide is not less than the maximum relative storey displacement of major structure of construction; On roof system, be connected with roof system bearing otic placode, roof system bearing otic placode is provided with the junction plate one being flexibly connected with roof system bearing otic placode by horizontal pin one, on curtain wall, be connected with curtain wall support otic placode, curtain wall support otic placode is provided with the junction plate two being flexibly connected with curtain wall support otic placode by horizontal pin two, between junction plate one and junction plate two, be provided with strut, strut one end is flexibly connected with junction plate one by vertically selling one, and the strut other end is flexibly connected with junction plate two by vertical pin two.
Described strut is steel pipe strut.
Superiority of the present invention is: the stressed agent structure deformation effect that is not subject to of curtain wall system, and structure conforms to completely with calculation assumption, and structural calculation is simple, and safety is secure.Effectively solved in large-span structure engineering, because roof system and flooring deformation joint do not line up, the curtain wall between two deformation joints holds flimsy problem.
One, the deformation joint setting of curtain wall system, concrete measure is: curtain wall system should arrange curtain wall deformation joint with flooring deformation joint corresponding position, stitches wide unanimously with agent structure, while guaranteeing little shake and wind action, can adapt to the displacement of agent structure; With roof system deformation joint corresponding position, curtain wall deformation joint is set, stitch the wide maximum relative storey displacement of agent structure that is not less than, the adjacent curtain wall of avoiding two curtain wall units between deformation joint and lower end to be bearing on same structure unit is planar out of shape asynchronous and causes curtain wall to collide.
Two, the joint structure of curtain wall system upper end and roof system steel structure connection.It is characterized in that: 1. curtain wall plane outer support is provided, meets wind resistance requirement; 2. can make vertical constraint effectively discharge, avoid causing curtain wall compression damage because of roof structure downwarp; 3. can make the constraint that is parallel to curtain wall slab direction effectively discharge, while avoiding roof structure and floor structure to produce relative displacement in curtain wall face, cause crimp in curtain wall face, and then cause glue-line disengagement or face glass and point-supporting bearing collision explosion between face glass and frame.
(4) accompanying drawing explanation
Distortion schematic diagram when Fig. 1 is existing roof system and the interior constraint of curtain wall plane.
Fig. 2 is that deformation joint of the present invention arranges schematic diagram.
Fig. 3 is end node lateral view in the present invention.
Fig. 4 is the upper end node top view after the relative superstructure horizontal displacement of the roof system of Fig. 3.
(5) specific embodiment
With reference to the accompanying drawings, the invention will be further described.
As in Figure 2-4, the present invention includes the major structure of construction with roof system 1 and flooring 3, on major structure of construction, be provided with curtain wall 2, on curtain wall 2, be provided with curtain wall deformation joint 5 with flooring deformation joint 4 corresponding positions, the seam of curtain wall deformation joint 5 is wide consistent with agent structure, on curtain wall 2, be provided with curtain wall deformation joint 6 with roof system deformation joint corresponding position, the seam of curtain wall deformation joint 6 is wide is not less than the maximum relative storey displacement of major structure of construction.On roof system 1, be connected with roof system bearing otic placode 10, roof system bearing otic placode 10 is provided with the junction plate 15 being flexibly connected with roof system bearing otic placode 10 by horizontal pin 12, on curtain wall 2, be connected with curtain wall support otic placode 13, curtain wall support otic placode 13 is provided with the junction plate 14 being flexibly connected with curtain wall support otic placode 13 by horizontal pin 7, at junction plate 15 and junction plate 14, be provided with steel pipe strut 9, steel pipe strut one end is flexibly connected with junction plate 14 by vertically selling 8, and the steel pipe strut other end is flexibly connected with junction plate 15 by vertical pin 11.
The present invention is arranging curtain wall deformation joint at curtain wall system with flooring deformation joint corresponding position, stitches wide unanimously with agent structure, while guaranteeing little shake and wind action, can adapt to the displacement of agent structure; With roof system deformation joint corresponding position, curtain wall deformation joint is set, stitch the wide maximum relative storey displacement of agent structure that is not less than, the adjacent curtain wall of avoiding two curtain wall units between deformation joint and lower end to be bearing on same structure unit is planar out of shape asynchronous and causes curtain wall to collide.
By the rotation of horizontal pin, roof system vertical deformation is not to curtain-wall stand-column build-up of pressure; By the rotation of vertical pin, with respect to substructure, the horizontal movement in curtain wall face does not cause stressed in curtain wall construction face or distortion to roof system; When curtain wall is subject to perpendicular to the wind load of curtain wall face or geological process, by steel pipe strut tension or pressurized, the wind action that curtain wall is subject to is delivered on roof structure.
When both sides agent structure displacement trend is inconsistent, under wind load or geological process, due to strut and curtain wall face out of plumb, strut axle power can form the horizontal component that is parallel to curtain wall face on curtain wall top, and the skeleton that column and crossbeam form should be able to bear this horizontal force.
Claims (2)
1. the curtain wall-connecting structure that a roof system and flooring deformation joint do not line up, comprise the curtain wall being arranged on major structure of construction, it is characterized in that: on curtain wall, be provided with curtain wall deformation joint one with flooring deformation joint corresponding position, the seam of curtain wall deformation joint one is wide wide identical with the seam of major structure of construction flooring deformation joint, on curtain wall, be provided with curtain wall deformation joint two with roof system deformation joint corresponding position, the seam of curtain wall deformation joint two is wide is not less than the maximum relative storey displacement of major structure of construction; On roof system, be connected with roof system bearing otic placode, roof system bearing otic placode is provided with the junction plate one being flexibly connected with roof system bearing otic placode by horizontal pin one, on curtain wall, be connected with curtain wall support otic placode, curtain wall support otic placode is provided with the junction plate two being flexibly connected with curtain wall support otic placode by horizontal pin two, between junction plate one and junction plate two, be provided with strut, strut one end is flexibly connected with junction plate one by vertically selling one, and the strut other end is flexibly connected with junction plate two by vertical pin two.
2. curtain wall-connecting structure according to claim 1, is characterized in that: described strut is steel pipe strut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310726437.9A CN103643757A (en) | 2013-12-26 | 2013-12-26 | Curtain wall connecting structure with unaligned roof and floor deformation joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310726437.9A CN103643757A (en) | 2013-12-26 | 2013-12-26 | Curtain wall connecting structure with unaligned roof and floor deformation joint |
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| CN103643757A true CN103643757A (en) | 2014-03-19 |
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|---|---|---|---|
| CN201310726437.9A Pending CN103643757A (en) | 2013-12-26 | 2013-12-26 | Curtain wall connecting structure with unaligned roof and floor deformation joint |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639168A (en) * | 2017-01-03 | 2017-05-10 | 森特士兴集团股份有限公司 | Metal roof board expansion joint structure |
| CN109868906A (en) * | 2017-12-01 | 2019-06-11 | 沈阳铝镁设计研究院有限公司 | A kind of construction of reinforced concrete foundation beam expansion joint setting |
| CN111677133A (en) * | 2020-05-22 | 2020-09-18 | 浙江新中源建设有限公司 | Deformation joint connecting device and using method thereof |
| CN114737704A (en) * | 2022-06-14 | 2022-07-12 | 北京建工集团有限责任公司 | Curtain wall system adaptable to inconsistent deformation among different main body structures |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639168A (en) * | 2017-01-03 | 2017-05-10 | 森特士兴集团股份有限公司 | Metal roof board expansion joint structure |
| CN109868906A (en) * | 2017-12-01 | 2019-06-11 | 沈阳铝镁设计研究院有限公司 | A kind of construction of reinforced concrete foundation beam expansion joint setting |
| CN111677133A (en) * | 2020-05-22 | 2020-09-18 | 浙江新中源建设有限公司 | Deformation joint connecting device and using method thereof |
| CN114737704A (en) * | 2022-06-14 | 2022-07-12 | 北京建工集团有限责任公司 | Curtain wall system adaptable to inconsistent deformation among different main body structures |
| CN114737704B (en) * | 2022-06-14 | 2022-08-30 | 北京建工集团有限责任公司 | Curtain wall system adaptable to inconsistent deformation among different main body structures |
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Application publication date: 20140319 |