CN1236043A - Rogulating system for point-connected glass facade - Google Patents
Rogulating system for point-connected glass facade Download PDFInfo
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- CN1236043A CN1236043A CN 98108221 CN98108221A CN1236043A CN 1236043 A CN1236043 A CN 1236043A CN 98108221 CN98108221 CN 98108221 CN 98108221 A CN98108221 A CN 98108221A CN 1236043 A CN1236043 A CN 1236043A
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- glass
- curtain wall
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- strut
- steel pawl
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Abstract
The system is especially suitable for point connected glass facade as outer guard for main structure. The system has connecting points of eccentric mechanism or movable connecting ball structure, and it has reduced requirement in technological accuracy of glass plates and metal fittings and easy glass facade installation. During the use of glass facade, the system can compensate automatically the displacement variation caused by wind load,snow load, temperature change and earthquake action, and make the glass plates always acted only by pressure and no bending moment.
Description
A kind of Adjustment System of using in building curtain wall and point-connected glass curtain wall that main building is connected, it adapts to the peripheral protective of main building especially---the point-connected glass curtain wall use.(explanation of nouns: point-connected glass curtain wall---hole on each the sheet glass sheet in curtain wall, pass sheet glass with the special glass anchor clamps, and be fixed on the main structure, the supporting of whole sheet glass is supported by several points.)
Utilize curtain wall to make the peripheral protective of building, extensively adopt in the world today.But glass is typical brittleness material, and it can bear very big pressure and not be destroyed, but as long as it is applied very little moment of flexure effect, it will very fast fragmentation.Because the sheet glass in the point-connected glass curtain wall also will be used for installing glass fixture at end hole, so more weakened the sheet glass edge strength.Because the construction error that produces when in processed glass sheet process, existing size and site error, glass fixture in manufacture process, to have fabrication error and construction and installation curtain wall steel work, all will install and bring very big difficulty, and stay some moments of flexure will for sheet glass itself to the actual glass curtain.More than the existence of these unfavorable factors, limited the development of point-connected glass curtain wall.
The commonsense method that addresses the above problem at present is, being connected between drawhead and the strut adopted clamping plate type, on strut, make the monolithic journal stirrup exactly, on drawhead, make two journal stirrups, after adopting two to clamp a slice, pass a straight pin in the centre, assembling is finished back stay and can be made folk prescription to rotation with respect to strut, but can not do multi-direction rotation, so glass still will bear certain bending moment.Secondly, be that glass curtain wall and steel structure at first is installed, then according to on-the-spot actual mapping glass slice size and bore position, last processed glass sheet.Such job practices requires processed glass sheet precision height, and installation adjustment difficulty is big and the construction period is long.
Purpose of the present invention is exactly the Adjustment System that will provide in a kind of point-connected glass curtain wall, and this Adjustment System can solve the automatic compensation when point-connected glass curtain wall is static installs adjustment and dynamic loads effect generation displacement.The static adjustment mainly adopted eccentric stiffener, and it can adjust to design attitude with each tie point, curtain wall installed become easily simple.Dynamically adjust the main ball connecting type pull rod structure that adopts, being connected with the inside of glass fixture between strut and the pull bar in this structure is to adopt the movable balls hair style to connect, this connected mode can be done multi-direction rotation, not only easy for installation, and can regulate the offset angle displacement automatically in the glass junction, make sheet glass and glass fixture contact position remain the normal pressure direction and contact, the effect of only being stressed is not subjected to the bending moment effect.
The present invention is achieved in that in the front-end and back-end of strut and is provided with together or two ring-type arc-shaped slots, the inside of groove is exactly the tie rod ball movable rail, bulb can be free movable in the ring-type arc track, the outer A/F of groove is less than the bulb diameter, pull bar can be the center of circle with the bulb, make the angular turn of certain limit, promptly the movement locus of the axis of pull bar is a cone.Strut and pull bar make each bar rod member all only be subjected to responsive to axial force after adopting the bulb mode to be connected, and are not subjected to the moment of flexure effect.Because eliminated moment of flexure in the tie system, so sheet glass is not influenced by moment of flexure.In order to make a whole tie system be combined into the stressed system of curtain wall, partly must intersect at a point between the pull bar, so be provided with two-layer ring-type deep-slotted chip breaker in the rear end of short strut and the front end of long strut, pull bar intersects problem with solving partly.In order to make each bar pull bar all be in correct design attitude and tensioning state, every pull bar intermediate arrangement the tensioning adjuster is arranged, the screw thread of this tensioning adjuster adopts left-handed with the screw thread of pull bar and dextrorotation cooperates.In order to eliminate the moment of flexure effect fully in glass orifice and glass fixture contact position, glass fixture inside also is provided with movable balls formula syndeton.Adjust simply easily in order to install, each the pawl arm and the glass fixture junction that also are provided with steel pawl seat eccentric gasket and steel pawl in steel pawl seat and steel pawl junction are provided with eccentric pivoted arm and eccentric gasket, and their effect all is to solve technology foozle and construction error.
Each tie point in the Adjustment System in the point-connected glass curtain wall among the present invention generally adopts eccentric stiffener or movable bulb syndeton, they have not only reduced the accuracy of manufacture of making sheet glass and metal fittings, curtain wall is installed become easily simple.Particularly this system can adjust compensation automatically because the change in displacement that wind load, snow load, variations in temperature and geological process produce in the curtain wall use.It guarantees the sheet glass effect that only is stressed all the time, is not subjected to the moment of flexure function influence, makes point-connected glass curtain wall obtain very fast development.
Concrete structure of the present invention is provided by following examples and accompanying drawing.
Fig. 1 to Fig. 7 is structure and the fundamental diagram of the eccentric pad figure of curtain wall, strut, tensioning adjuster, glass fixture, eccentric pivoted arm and steel pawl seat in the Adjustment System in the ball interconnection system curtain wall that proposes according to the present invention.
Describe in detail according to details and the structure of the Adjustment System in the concrete point-connected glass curtain wall of the present invention's proposition in concrete curtain wall below in conjunction with Fig. 1: pull bar is directly to be connected with main building in curtain wall, each bar pull bar is combined into stressed rack, strut is the compression member in the tie system, it is fixed on the design attitude by the pull bar net, and its effect is to cooperate pull bar to form stressed rack of a slice and fixing glass sheet.Pull bar is divided into vertical pull bar, truss rod and cross-tie (pull bar of horizontal direction) in stressed rack, they bear gravity load respectively, load due to wind pressure and distortion load.
Describe the details and the structure of the short-and-medium strut of Adjustment System in the concrete point-connected glass curtain wall that proposes according to the present invention in detail below in conjunction with Fig. 2: the short-and-medium strut of stressed system at curtain wall is the rod member that is stressed.Front end at strut (7) has the ring-type arc-shaped slot one, vertical pull bar (5) and girt (6) are installed in this groove, they bear gravity load and distortion load respectively, steel pawl seat (4) is installed in the front of ring-type arc-shaped slot, this steel pawl seat is used for installing steel pawl (3), four pawl arms are arranged on the steel pawl, a glass fixture (2) is installed on every arm, these glass anchor clamps are used for fixing glass (1).In strut (7) rear end two-layer ring-type arc-shaped slot is arranged, girt (6) and truss rod (8) are installed in groove, they bear distortion lotus and wind load respectively, and an ornament ball (9) is backmost arranged.
Describe the details and the structure of long strut in the Adjustment System in the concrete point-connected glass curtain wall that proposes according to the present invention in detail below in conjunction with Fig. 3: long strut is a compression member in the stressed system of curtain wall.The rear end of strut (7) has the ring-type arc-shaped slot one, and girt (6) and truss rod (8) are installed in this groove, does not bear distortion load and wind load after they divide, and rearmost end has an ornament ball (9).At strut (7) front end two-layer ring-type arc-shaped slot is arranged, girt (6), truss rod (8) and vertical pull bar (5) are installed in this groove, they bear distortion load, wind load and gravity load respectively.Strut (7) steel pawl seat (4) is installed foremost, this steel pawl seat is used for fixing glass (1).
Describe the details and the structure of the tensioning adjuster of pull bar in the Adjustment System in the concrete point-connected glass curtain wall that proposes according to the present invention in detail below in conjunction with Fig. 4: the mid portion at the tensioning adjuster is adjuster body (19), these body two first taps have left-handed and right-handed thread cooperates with pull bar (5,6,8) and pull bar (5,6,8), as long as rotate the adjuster body, just can tighten up or loosen pull bar, adjustment is tightened hold-down nut (18) and (19) after finishing.
The details and the structure of the glass fixture in the Adjustment System in the concrete point-connected glass curtain wall that proposes according to the present invention are described below in conjunction with Fig. 5: pad is gone up cushion rubber (10) in the hole of glass (1), load onto ball cup (11), the screw mandrel of bulb screw (12) partly is after passing the last piece of ball cup, adopts welding method and following block welding to make up.Pad is gone up rubber cushion (14), fastening nut (13) then.Bulb can be free movable in ball cup after assembling was finished.
The details and the structure of eccentric pivoted arm and eccentric gasket in the system of the adjustment in the concrete point-connected glass curtain wall that proposes according to the present invention are described below in conjunction with Fig. 6: an eccentric pivoted arm (16) is installed on each bar pawl arm of steel pawl (3), the other end of this off-centre pivoted arm is equipped with a pair of eccentric gasket (15), and the bulb lead screw (12) of glass fixture is installed in the hole of eccentric gasket.Install curtain wall need adjust bigger apart from the time, can rotate eccentric pivoted arm (16), slowly rotate eccentric gasket (1 5) then, make the bulb lead screw (12) of glass fixture arrive the position that needs, i.e. the position that needs of glass fixture.
The details and the structure of steel pawl seat eccentric gasket in the Adjustment System in the concrete point-connected glass curtain wall that proposes according to the present invention are described below in conjunction with Fig. 7: steel pawl seat heart packing ring (17) partially is installed in the front of steel pawl seat (4), this packing ring can rotate with steel pawl seat axial line, steel pawl (3) is installed on its another step, the axial line of this step departs from rotational axis line, so it can drive the steel pawl and make yaw motion when rotating, the steel pawl is arrived needs the position.
Claims (4)
1, a kind of Adjustment System of using in building curtain wall and point-connected glass curtain wall that main building is connected, this system forms with eccentric pivoted arm (16), eccentric gasket (15), steel pawl (3) and steel pawl seat eccentric gasket (17) jointly by lacking strut, long strut, pull bar and glass fixture (2), it is characterized in that short strut is respectively equipped with or the cephalomotor ring-type arc-shaped slot of twice confession drag link ball with the front-end and back-end of long strut.
2, the Adjustment System in the point-connected glass curtain wall according to claim 1: feature is that inner connection of glass fixture (2) is movable balls formula bindiny mechanism.
3, according to the Adjustment System in claim 1, the 2 described point-connected glass curtain walls: it is characterized in that having one only to adjust the steel pawl seat eccentric gasket (17) of steel pawl (3) position.
4, according to the Adjustment System in claim 1,2, the 3 described point-connected glass curtain walls: it is characterized in that having a cover can adjust the eccentric gasket (15) and the eccentric pivoted arm (16) of glass fixture (2) position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98108221 CN1236043A (en) | 1998-05-14 | 1998-05-14 | Rogulating system for point-connected glass facade |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98108221 CN1236043A (en) | 1998-05-14 | 1998-05-14 | Rogulating system for point-connected glass facade |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1236043A true CN1236043A (en) | 1999-11-24 |
Family
ID=5219579
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 98108221 Pending CN1236043A (en) | 1998-05-14 | 1998-05-14 | Rogulating system for point-connected glass facade |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1236043A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2003069086A1 (en) * | 2002-01-18 | 2003-08-21 | Baokun Bai | Point-joint type mounting for glass curtain wall |
| WO2003106778A1 (en) * | 2002-06-17 | 2003-12-24 | Baokun Bai | Point-joint type mounting for glass curtain wall |
| CN102912909A (en) * | 2012-10-25 | 2013-02-06 | 广州市恒盛建设工程有限公司 | Spherical pyramid glass curtain wall construction method and curtain wall unit connecting system therein |
| CN103266739A (en) * | 2013-05-02 | 2013-08-28 | 上海龙人建设集团有限公司 | Z-shaped metal claw part for fixing twist deformation bodies |
| CN103266740A (en) * | 2013-05-02 | 2013-08-28 | 上海龙人建设集团有限公司 | Herringbone metal claw part for fixing twist deformation bodies |
| CN103883049A (en) * | 2014-03-13 | 2014-06-25 | 广东坚朗五金制品股份有限公司 | Curtain wall clamp |
| CN105878574A (en) * | 2016-06-23 | 2016-08-24 | 广州诺金制药有限公司 | Traditional Chinese medicine composition for treating kidney deficiency and preparation method thereof |
| CN106337520A (en) * | 2016-10-28 | 2017-01-18 | 广州机施建设集团有限公司 | The construction technology of large-cell point glass curtain wall |
| CN114856048A (en) * | 2022-05-25 | 2022-08-05 | 苏州金螳螂幕墙有限公司 | Rib-free hanging type mounting structure of ultra-large-span full-glass curtain wall |
-
1998
- 1998-05-14 CN CN 98108221 patent/CN1236043A/en active Pending
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2003069086A1 (en) * | 2002-01-18 | 2003-08-21 | Baokun Bai | Point-joint type mounting for glass curtain wall |
| WO2003106778A1 (en) * | 2002-06-17 | 2003-12-24 | Baokun Bai | Point-joint type mounting for glass curtain wall |
| CN102912909A (en) * | 2012-10-25 | 2013-02-06 | 广州市恒盛建设工程有限公司 | Spherical pyramid glass curtain wall construction method and curtain wall unit connecting system therein |
| CN102912909B (en) * | 2012-10-25 | 2014-07-02 | 广州市恒盛建设工程有限公司 | Spherical pyramid glass curtain wall construction method and curtain wall unit connecting system therein |
| CN103266739A (en) * | 2013-05-02 | 2013-08-28 | 上海龙人建设集团有限公司 | Z-shaped metal claw part for fixing twist deformation bodies |
| CN103266740A (en) * | 2013-05-02 | 2013-08-28 | 上海龙人建设集团有限公司 | Herringbone metal claw part for fixing twist deformation bodies |
| CN103266740B (en) * | 2013-05-02 | 2016-04-06 | 上海龙人建设集团有限公司 | A kind of herringbone metal claw part for fixing torsional deformation body |
| CN103883049A (en) * | 2014-03-13 | 2014-06-25 | 广东坚朗五金制品股份有限公司 | Curtain wall clamp |
| CN105878574A (en) * | 2016-06-23 | 2016-08-24 | 广州诺金制药有限公司 | Traditional Chinese medicine composition for treating kidney deficiency and preparation method thereof |
| CN106337520A (en) * | 2016-10-28 | 2017-01-18 | 广州机施建设集团有限公司 | The construction technology of large-cell point glass curtain wall |
| CN114856048A (en) * | 2022-05-25 | 2022-08-05 | 苏州金螳螂幕墙有限公司 | Rib-free hanging type mounting structure of ultra-large-span full-glass curtain wall |
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