WO2014183595A1 - 隐框玻璃幕墙安装结构及安装隐框玻璃幕墙的方法 - Google Patents

隐框玻璃幕墙安装结构及安装隐框玻璃幕墙的方法 Download PDF

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Publication number
WO2014183595A1
WO2014183595A1 PCT/CN2014/077221 CN2014077221W WO2014183595A1 WO 2014183595 A1 WO2014183595 A1 WO 2014183595A1 CN 2014077221 W CN2014077221 W CN 2014077221W WO 2014183595 A1 WO2014183595 A1 WO 2014183595A1
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WO
WIPO (PCT)
Prior art keywords
curtain wall
glass curtain
fastening
arm
frame
Prior art date
Application number
PCT/CN2014/077221
Other languages
English (en)
French (fr)
Inventor
谢晓斌
李震
Original Assignee
Xie Xiaobin
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 Xie Xiaobin filed Critical Xie Xiaobin
Publication of WO2014183595A1 publication Critical patent/WO2014183595A1/zh

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/54—Fixing of glass panes or like plates
    • E06B3/5427—Fixing of glass panes or like plates the panes mounted flush with the surrounding frame or with the surrounding panes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
    • E04F13/0807—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall adjustable perpendicular to the wall
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
    • E04F13/0814—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements fixed by means of clamping action
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
    • E04F13/083—Hooking means on the back side of the covering elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/14—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
    • E04F13/145—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass with an outer layer of glass
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88—Curtain walls
    • E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
    • E04B2/962—Curtain walls comprising panels attached to the structure through mullions or transoms with angles or corners in the curtain wall
    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/66—Units comprising two or more parallel glass or like panes permanently secured together
    • E06B3/6617—Units comprising two or more parallel glass or like panes permanently secured together one of the panes being larger than another
    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/66—Units comprising two or more parallel glass or like panes permanently secured together
    • E06B3/6621—Units comprising two or more parallel glass or like panes permanently secured together with special provisions for fitting in window frames or to adjacent units; Separate edge protecting strips

Definitions

  • the invention relates to a glass curtain wall structure and a glass curtain wall installation method, in particular to a hidden frame glass curtain wall installation structure and a method for installing a hidden frame glass curtain wall.
  • the hidden frame glass curtain wall structure is a kind of component type glass curtain wall. There is no outer frame for holding the glass and bearing the weight, but the glass is completely bonded with the silicone structural sealant (the so-called structural adhesive) in the aluminum alloy profile. On the frame, the frame is then fixed on the frame composed of the column and the beam by the pressure plate, and finally the foam material and the sealant are filled between the gaps of the glass plate, so that the aluminum frame is completely hidden behind the glass to form a large-area full glass building. Facade.
  • the above hidden frame glass curtain wall mounting structure usually has the following defects:
  • the glass frame When the glass frame is fixed by the connecting member such as the pressing plate, the glass frame will cause a destructive single-sided tearing force on the structural adhesive of the bonding glass, and the plane distortion and destructive internal stress caused by the tearing force on the glass, thereby After the completion of the glass curtain wall, there is an external force (such as wind power, cleaning, maintenance, etc.), which induces the inherent destructive internal stress of the glass and the above-mentioned tearing force, gradually forming the risk of structural rubber degumming, which is also common.
  • the main cause of the damage such as the cracking and falling of the glass curtain wall, so that everyone compares the glass curtain wall to the "time bomb in the city air".
  • the above structure also considerably reduces the design expectations of the glass against the shrinkage adaptability and seismic performance caused by changes in ambient temperature.
  • the above structural problems are mainly caused by the following specific factors: There is an error between the vertical, parallel and cross-sectional angles of the curtain wall and the beam; there is a flatness error between the column and the beam and the glass frame; there is a gap between the frame and the glass Flatness error; there is a thickness error between the frame and the glass; there is a difference in the tightening degree of the single platen fastening bolt; the difference in the degree of tightening of the platen fastening bolt due to the different resistance during the tightening process; When the structural adhesive bonding surface is torn (or partially torn), an unpredictable tearing force and destructive internal stress are generated; the pressing plate presses two points (or more than two points) of a glass frame.
  • the industry standard "Glass Curtain Wall Engineering Technical Specification” JGJ 102-2003 stipulates that "hidden frame or horizontal semi-hidden frame glass curtain wall, two aluminum alloy or stainless steel brackets should be set at the lower end of each glass", but the hidden frame glass curtain wall The self-weight of the glass is completely borne by the structural glue bonded to the frame.
  • the lower end of the glass is first placed on the bracket, and then the frame is fastened to the column or beam by the pressure plate.
  • the fastening process is also a process of displacement of the frame and the glass, during which the structural glue is bound to be sheared at the same time.
  • the accuracy of the verticality and flatness of the curtain wall frame is relatively high, and the corresponding cost is high; the production technology is difficult, the installation speed is slow, and the corresponding labor and time costs are high; The installation environment of the curtain wall is relatively high, the product protection conditions in the construction process are high, and the corresponding construction period and other costs are high.
  • the current hidden frame glass curtain wall can usually only install or replace the glass curtain wall outside the building; and the curtain wall material cannot be reorganized or replaced; when replacing the glass, it is easy to affect and damage other surrounding glass.
  • the glass curtain wall structure of the patent CN 101736837 is basically the same as the above specification, except that a hinged keel attachment is added between the column and the beam and the glass frame, so that the glass and the frame can be freely rotated around the hinge axis to realize the glass and the wall.
  • the body maintains a different angle, but the above defects still exist.
  • the structure of the glass curtain wall of the patent CN 102146707 is basically the same as the above specification, but the structure of the horizontal and vertical materials in the curtain wall profile is improved, the installation is more convenient and the sealing is better, but the above defects still exist.
  • the glass curtain wall structure of the patent CN 102704600 is basically the same as the above specification, except that the glass end portion is changed into a groove to connect the column and the glass through the connecting device, and the frame is omitted, and the above defects still exist.
  • the object of the present invention is to overcome the deficiencies of the prior art and to provide a hidden frame glass curtain wall mounting structure.
  • the hidden frame glass curtain wall mounting structure of the invention has various important functions such as dimension definition, three-dimensional adjustment, bearing and fastening, and the following characteristics:
  • the second installation module can be used to firmly, stably and effectively pre-stress the glass curtain wall and the glass curtain wall connection end of the frame;
  • the position of the glass curtain wall can be adjusted in the X, Y and X-axis directions at any installation point of the glass curtain wall to meet the design requirements for the installation accuracy of the 1000-hanging glass curtain wall;
  • the second mounting module of the present invention is a dynamically generated fastening module having a stable pre-stressed structure.
  • Prestressing force is generally used to refer to the tensile stress of the tension zone under the external load during the formation of the material or other objects.
  • the pre-induced compressive stress constitutes the material. Or the prestressed structure of the object.
  • Techniques and processes for introducing compressive stresses into materials or articles to form stable pre-stressed structures are generally referred to as prestressing techniques.
  • a material or article having a pre-stressed structure is generally referred to as a pre-stressed material or a pre-stressed article.
  • the prestressed structure of a material or article can improve the performance of the material or article.
  • the use of materials or articles generally refers to an increase in their own rigidity, an increase in their own anti-vibration properties, and an increase in their own elastic strength, thereby increasing the durability of the material or article and its safety during use.
  • the prestressing technology has been used in ancient times, and it is a process in which the ancient Chinese used to improve the performance of living utensils and to reinforce the compensation of labor tools.
  • Such as barrel ferrules introduction of pre-stress
  • barrel ferrules introduction of pre-stress
  • prestressed structures have been greatly used in construction and other fields, and prestressed materials have also broken through the constraints of high-strength steels, and gradually become high-strength and light-weight.
  • any elastic material can generate built-in pre-stress under the action of external force.
  • the action of external force is the process of pre-stressing of the elastic material.
  • the dynamic process generated by the pre-stressing of the elastic material is controlled by the foreign object to form a built-in pre-stressed stable structure of the material or object.
  • the invention uses an elastic fastening component to introduce a compressive stress by generating an external force by pressing the component, and uses the fastened component to control the dynamic process of the introduction of the compressive stress, and finally forms a stable integral of the compression component, the fastening component and the fastened component.
  • the pre-stressed structure thus completes and achieves the fastening effect of the glass curtain wall. Due to the use of pre-stressed fastening components, the robustness, stability, safety and convenience of the glass curtain wall mounting is also greatly enhanced.
  • the object of the present invention is to solve the shortcomings of the current hidden frame glass curtain wall technology, and provide an excitation and control of the dynamic generation process of the prestressing material of the elastic material, forming a stable prestressed structure, and can be three-dimensionally adjusted during the installation process.
  • Glass curtain wall mounting structure that improves mounting accuracy.
  • the hidden frame glass curtain wall installation structure established by the invention can greatly enhance the firmness, precision, safety, convenience and ease of replacement of the glass curtain wall.
  • the present invention implements a hidden frame glass curtain wall mounting structure, comprising a building body and a glass curtain wall mounted on the building body, the mounting structure further comprising a mounting chassis, the glass curtain wall passing through The mounting chassis is adjusted to the set position and fastened, and the position of the glass curtain wall does not change during the fastening process.
  • a further improvement of the present invention is that the mounting chassis includes a frame, a first mounting module, and a second mounting module, the frame being mounted to the building body by the first mounting module, the glass curtain wall passing the second mounting The module is adjusted to the set position and fastened to the frame, and the position of the glass curtain wall does not change during the fastening process.
  • the first mounting module includes at least one profiled steel connector, the first end of the profiled steel connector is fixed to the building body, and the second end of the profiled steel connector is slotted
  • the holes are joined to the frame by bolts that are threaded into the slotted holes.
  • a further improvement of the present invention is that the second mounting module includes a pressing assembly, a fastening assembly, and a fastened assembly, the fastened assembly is fixed to the frame, and the pressing assembly is adjustably fixed to the position On the glass curtain wall;
  • the fastened component is fixed to the glass curtain wall, and the pressing component is adjustably fixed to the frame;
  • Compressing the fastening assembly by the engagement of the compression assembly with the fastened assembly generates pre-stressing and thereby fastening the fastened assembly, wherein:
  • the fastening assembly includes two arcuate arms symmetrically clamped on opposite sides of the fastened component, and the two arcuate arms are interposed to form an enclosure space, and the arcuate arm includes a first force arm and a connection a second force arm of the first force arm, a connection between the first force arm and the second force arm forms a slip end, and the first force arm is away from the second force arm Forming a compression end on the side, the second force arm forming a fastening end on a side away from the first force arm, and the pressure end of the first force arm receives the compression and cooperation of the compression component
  • the fastened component drives the first and second force arms to generate a pre-stress.
  • a further improvement of the present invention is that the pressing assembly includes a pressure plate and a pressure block, the frame extends toward the glass curtain wall and is folded to form the pressure plate, and the pressure plate is disposed on the first force arm.
  • An outer side, the two sliding ends of the arcuate arm abut against the pressure plate;
  • the pressure block is disposed at an inner side of the first force arm, and the two pressure receiving ends of the arcuate arm abut the pressure block ;
  • the fastened component is fastened to the glass curtain wall on one side and forms a wing on the other side; the two fastening ends of the arcuate arm abut against both sides of the wing;
  • the pressure plate and the pressure block are fastened through the bolt, and the two compression ends of the arcuate arm are pressed to be displaced toward the pressure plate, and the two sliding ends of the arcuate arm are distant from each other on the surface of the pressure plate. Displacement, the two fastening ends of the arcuate arm are constrained by the wing, thereby driving the first force arm and the second force arm to generate a pre-stress to fasten the wing.
  • the pressure plate forms a slot-shaped hole
  • the pressure block is fastened to the pressure plate by a bolt penetrating in the slot-shaped hole, and passes through the slot-shaped hole along the first Position adjustment is performed in one direction; the wing panel performs position adjustment of a second direction and a third direction through the enclosure space.
  • the compression assembly includes a pressure plate and a pressure block, and the frame extends toward the glass curtain wall and is folded over on both sides to form two pressure plates, and the pressure plate is further folded to form a platform.
  • a fastening groove is formed between the two pressure plates, and the two sides of the fastening groove are extended inward to form a limiting portion;
  • the first side of the pressure block extends two sets of symmetrical force arms, and the force arm has a through hole corresponding to the fastening slot; and the end of the force arm extends upward to form a limiting block.
  • the second side of the pressure block is formed with two sets of symmetrical fulcrums corresponding to the platform, the two sliding ends of the arcuate arms abut against the pressure plate; the pressure block is disposed on the inner side of the first force arm
  • the two pressure receiving ends of the arcuate arm are opposite to the pressure block; the two arcuate arms respectively pass between the two sets of force arms of the pressure block and the two sets of fulcrums;
  • the side of the fastened component is fastened to the glass curtain wall, and the other side forms a wing; the two fastening ends of the arcuate arm abut against the two sides of the wing; On the platform;
  • the pressure plate and the pressure block are fastened by bolts through the through hole and a nut disposed in the fastening groove, and the two pressure receiving ends of the arcuate arm are pressed to be displaced toward the pressure plate.
  • the two sliding ends of the arcuate arm are displaced away from each other on the surface of the pressure plate, and the two fastening ends of the arcuate arm are restricted by the wing, thereby driving the first force arm and the second
  • the force arm generates a pre-stressed fastening of the flap.
  • a further improvement of the present invention is that the through hole is a slot type hole, and the pressure block is positionally adjusted in a first direction by a bolt penetrating in the slot type hole; the wing board passes through the circumference The joint space performs a position adjustment of a second direction and a third direction.
  • a further improvement of the present invention is that the frame extends toward the glass curtain wall to form the fastened component, and the fastened component is a wing panel;
  • the pressing assembly includes a pressure plate and a pressure block, and the pressure plate is fastened to the glass curtain wall by a profile, the pressure plate is disposed outside the first force arm, and the two sliding ends of the arcuate arm abut The pressure plate is disposed on an inner side of the first force arm, and the two pressure receiving ends of the arcuate arm are opposite to the pressure block, and the two fastening ends of the arcuate arm are abutted Relying on two sides of adjacent wings;
  • the pressure plate and the pressure block are fastened through the bolt, and the two pressure receiving ends of the bow arm are pressed to be displaced in the direction of the pressure plate, and the two sliding ends of the bow arm are displaced from each other on the surface of the pressure plate.
  • the two fastening ends of the arcuate arms are constrained by the wings, thereby driving the first force arm and the second force arm to generate a pre-stress to fasten adjacent the wings.
  • a further improvement of the present invention is that the pressure plate has a slotted hole, and the pressure block is positionally adjusted in a first direction by a bolt passing through the slotted hole; the fastening component passes through the wing
  • the enclosure space of the panel performs a position adjustment of a second direction and a third direction.
  • a further improvement of the present invention is that the central portion of the pressing assembly is recessed inwardly to form a pressure portion that cooperates with the inner side of the two arcuate arms of the fastening assembly, and the pressure portion of the compression assembly is sandwiched between the two arcuate arms a fastening groove is formed on a first side of the glass curtain wall, and the fastening slot notch forms a limiting portion;
  • One side of the fastened component is fixed to the glass curtain wall by a profile, and the other side forms the wing panel; the two fastening ends of the arcuate arm abut against both sides of the wing panel;
  • a further improvement of the present invention is that a groove-shaped hole is defined in each end of the pressing component, and the pressing component is positionally adjusted in a first direction by a bolt penetrating in the slot-shaped hole; the fastening The assembly performs a second direction and a third direction position adjustment through the enclosed space of the wing.
  • a further improvement of the invention consists in that the pressed ends of the arcuate arms are connected by an arcuate deformation zone.
  • the sliding end of the arcuate arm has a circular arc surface or a sloped surface.
  • a further improvement of the invention is that the thickness of the second force arm forms a thick to thin gradient from the slip end to the fastening end.
  • a pressing piece is coupled to the fastening end, and the surface of the pressing piece is provided with an inverted tooth that cooperates with the wing plate.
  • the compression assembly cooperates with the fastening assembly to compress the fastening assembly to generate a pre-stress, the fastening assembly becomes a main control member for generating a pre-stress, and the fastening assembly is selected from an elastic material.
  • a stable pre-stress is formed inside the material and stored, and the fastening system and the compression assembly form a stable pre-stress and pre-stress feature fastening system, the beneficial effects including but not limited to:
  • the buffering effect of its sensitivity is also quite obvious.
  • the fastened component or other component is suddenly affected by the ambient temperature, the uneven internal stress is generated due to the poor thermal shock resistance of the material itself; during the installation and during use, due to the impact of external force that may be encountered When uneven internal stress is generated; due to design requirements, when multiple sets of fastening units are installed on the glass curtain wall, local stress concentration may occur inside the glass.
  • the entire pre-stressed fastening unit can adjust the corresponding pre-stress by the deformation of the elastic material, thereby buffering the unbalanced internal stress that may occur, thereby well functioning on the glass curtain wall or the entire structure. Protection.
  • the glass or even the entire fastening unit itself does not move during the final single-point, independent pre-stress fastening process, but instead rotates through the bolts in the compression assembly.
  • the compression fastening assembly is deformed to effect fastening. This undoubtedly avoids the generation of stress in the glass curtain wall, does not produce a single tearing force on the frame, maintains the stability of the prestressed structure, and plays a certain buffering effect on the external force that the glass curtain wall may be subjected to after installation.
  • most of the fastening methods commonly used are directly fastened by means of hardware and the like, and the workpieces in the process are displaced without exception, which is a major cause of the unbalanced internal stress generated by the installation.
  • the present invention does not cause irregular pressing and surface deformation due to the fastening of the frame and the glass during the entire pre-stress fastening implementation, avoiding errors due to the components, errors in mounting the carrier, and glass.
  • the error of the curtain wall itself, As well as the displacement of the workpiece caused by the above fastening process, the glass curtain wall has inevitable flatness and self-balanced internal stress damage, which greatly enhances the safety of the entire glass curtain wall system and the ability to resist external forces.
  • the present invention compresses the fastened components by tightening the relevant bolts to cause pre-stressing of the fastening components.
  • the components are passed through the previous design module.
  • the choice of raw materials and the design of the geometry, the workers can only get the preset tightening force by tightening the relevant bolts in place, without being affected by uncertain factors such as operating force, greatly reducing the operating conditions and technical requirements.
  • the three-dimensional adjustment of the curtain wall is a free-placement adjustment in an unfastened state, which is completely free of any restrictions; and the setting of the three-dimensional adjustment space can completely cover the standard standard workpiece. Manufacturing errors and component errors caused by standard construction.
  • the unique occlusal pre-stressed fastening installation of the present invention can release and reinstall the glass at any time by loosening the occlusion member, and is free from the restrictions of the site and environmental conditions, and the glass can be selected independently inside or outside the building. Installation, there is no influence on the installation and stress of other surrounding glass, which greatly improves the convenience of installation and maintenance.
  • the invention can reduce the use of materials such as profiles and the corresponding cost saving on the basis of the qualitative improvement of the safety and convenience of the prior art; in addition, the reduction of the operating technical conditions and the whole process are controllable, effectively avoiding Rework and material scrapping, etc., are a significant contribution to time reduction and labor cost savings.
  • FIG. 1 is a side view showing a structure of an indoor installation type hidden frame glass curtain wall installation structure system according to a first preferred embodiment of the present invention
  • FIG. 2 is a top plan view showing an indoor installation type hidden frame glass curtain wall installation structure system according to a first preferred embodiment of the present invention
  • 3 is a schematic view showing the overall connection structure of the indoor installation type frame and the glass curtain wall according to the first preferred embodiment of the present invention
  • FIG. 4 is an exploded view showing the connection structure of the frame and the single glass curtain wall of FIG.
  • Figure 5 is an exploded view of the connection structure of the vertical keel and the glass curtain wall of the frame of Figure 3;
  • Figure 6 is an exploded view of the connecting structure of the transverse keel and the glass curtain wall of the frame of Figure 3;
  • Figure 7 is a plan view showing the connection structure of the indoor installation type vertical frame and the glass curtain wall according to the first preferred embodiment of the present invention
  • Figure 8 is a plan view showing the connection structure of the indoor installation type horizontal frame and the glass curtain wall according to the first preferred embodiment of the present invention
  • Figure 3 is a perspective view of the fastening assembly
  • Figure 10 is a plan view of Figure 9;
  • Figure 11 is a schematic structural view of the second mounting module of Figure 4.
  • Figure 12 is a schematic exploded view of Figure 11;
  • Figure 13 is a schematic structural view of the transverse keel of the frame of Figure 4.
  • Figure 14 is a schematic view showing the structure of the vertical keel of the frame of Figure 4.
  • Figure 15 is a schematic view showing the connection structure of the fastening component and the glass curtain wall of Figure 4;
  • Figure 16 is a schematic view showing the compression deformation of the arc deformation zone of the fastening assembly of Figure 11;
  • FIG. 17 is a schematic diagram of a fastening process of a second mounting module according to a first preferred embodiment of the present invention.
  • FIG. 18 is a side view showing the structure of an outdoor installation type hidden frame glass curtain wall installation structure system according to a first preferred embodiment of the present invention.
  • 19 is a schematic plan view showing a structure of an outdoor installation type hidden frame glass curtain wall installation structure system according to a first preferred embodiment of the present invention.
  • FIG. 20 is a schematic view showing the overall connection structure of the outdoor installation type frame and the glass curtain wall according to the first preferred embodiment of the present invention
  • FIG. 21 is an exploded view showing the connection structure of the frame and the single glass curtain wall of FIG. 20;
  • Figure 22 is an exploded view of the connecting structure of the transverse keel and the glass curtain wall of the frame of Figure 20;
  • Figure 23 is an exploded view of the connection structure of the frame vertical keel and the glass curtain wall of Figure 20;
  • Figure 24 is a plan view showing the connection structure of the outdoor installation type vertical frame and the glass curtain wall according to the first preferred embodiment of the present invention
  • Figure 25 is a plan view showing the connection structure of the outdoor installation type horizontal frame and the glass curtain wall according to the first preferred embodiment of the present invention
  • Figure 24 is a schematic structural view of the second mounting module
  • Figure 27 is a schematic exploded view of Figure 26;
  • FIG. 28 is a schematic structural view of a press block of an outdoor installation type according to a first preferred embodiment of the present invention.
  • 29 is a side view showing the structure of a hidden frame glass curtain wall installation structure system according to a second preferred embodiment of the present invention.
  • Figure 30 is a top plan view showing a structure of a hidden frame glass curtain wall mounting structure according to a second preferred embodiment of the present invention
  • Figure 31 is a schematic view showing the overall connection structure of a frame and a glass curtain wall according to a second preferred embodiment of the present invention
  • Figure 32 is an exploded view of the connection structure of the frame of Figure 31 and the monolithic glass curtain wall;
  • Figure 33 is an exploded view of the connection structure of the frame vertical keel and the glass curtain wall of Figure 31;
  • Figure 34 is an exploded view of the connecting structure of the transverse keel and the glass curtain wall of the frame of Figure 31;
  • Figure 35 is a plan view showing the connection structure of the vertical frame and the glass curtain wall according to the second preferred embodiment of the present invention.
  • Figure 36 is a plan view showing the connection structure of the lateral frame and the glass curtain wall according to the second preferred embodiment of the present invention.
  • FIG. 37 is a schematic structural view of a pressure block according to a second preferred embodiment of the present invention.
  • Figure 38 is a plan view showing the structure of a second mounting module in accordance with a second preferred embodiment of the present invention.
  • Figure 39 is an exploded perspective view of Figure 38;
  • Figure 40 is a perspective view showing the structure of a second mounting module according to a second preferred embodiment of the present invention.
  • Figure 41 is an exploded perspective view of Figure 40
  • FIG. 42 is a schematic structural view of a transverse keel of a frame according to a second preferred embodiment of the present invention.
  • FIG. 43 is a schematic structural view of a frame vertical keel according to a second preferred embodiment of the present invention.
  • Figure 44 is a schematic view showing the connection structure of a profile and a glass curtain wall according to a second preferred embodiment of the present invention.
  • Figure 45 is a schematic view showing the connection structure of a pressure plate, a profile and a glass curtain wall according to a second preferred embodiment of the present invention
  • Figure 46 is a side elevational view showing the structure of a hidden frame glass curtain wall installation structure according to a third preferred embodiment of the present invention
  • FIG. 48 is a schematic structural view showing the entire structure of a frame and a glass curtain wall according to a third preferred embodiment of the present invention
  • Figure 49 is an exploded view showing the connection structure of the frame of Fig. 48 and the monolithic glass curtain wall;
  • Figure 50 is an exploded view of the connection structure of the frame vertical keel and the glass curtain wall of Figure 48;
  • Figure 51 is an exploded view of the connecting structure of the transverse keel and the glass curtain wall of the frame of Figure 48;
  • Figure 52 is a plan view showing the connection structure of the vertical frame and the glass curtain wall according to the third preferred embodiment of the present invention.
  • Figure 53 is a plan view showing a connection structure of a lateral frame and a glass curtain wall according to a third preferred embodiment of the present invention
  • Figure 54 is a schematic structural view of a second mounting module according to a third preferred embodiment of the present invention
  • Figure 55 is an exploded perspective view of Figure 54;
  • Figure 56 is a schematic structural view of a pressure block according to a third preferred embodiment of the present invention.
  • 57 is a schematic structural view of a transverse keel of a frame according to a third preferred embodiment of the present invention.
  • Figure 58 is a schematic structural view of a frame vertical keel according to a third preferred embodiment of the present invention.
  • Figure 59 is a schematic view showing the connection structure of a profile and a glass curtain wall according to a third preferred embodiment of the present invention.
  • Figure 60 is a schematic view showing the connection structure of the fastened component, the profile and the glass curtain wall according to the third preferred embodiment of the present invention
  • Figure 61 is an enlarged schematic view showing the meshing state of the tablet and the inverted tooth on the surface of the blade according to the present invention
  • 66 to 68 are drawings of a first preferred outdoor installation type embodiment of the present invention.
  • a hidden frame glass curtain wall mounting structure in a first preferred embodiment of the present invention includes a building main body 3 and a glass curtain wall 2 mounted on the building main body 3.
  • the mounting structure further includes a mounting chassis. 1.
  • the glass curtain wall 2 is adjusted to the set position by the mounting chassis 1 and fastened, and the position of the glass curtain wall 2 is not changed during the fastening process, the mounting chassis 1 includes the frame 11, the first mounting module 12 and the second installation
  • the module 13 is composed of a plurality of vertically spaced keels and a plurality of transverse keels connected between the vertical keels, and the vertical keels are mounted on the building main body 3 through the first mounting module 12, and the glass curtain wall 2 passes.
  • the second mounting module 13 is adjusted to the set position and fastened to the frame 11, and the position of the glass curtain wall 2 does not change during the fastening process.
  • the first mounting module 12 includes at least one steel connecting member.
  • the first end of the steel connecting member is fixed to the building main body 3.
  • the second end of the steel connecting member is provided with a slotted hole and is connected by a bolt which is inserted through the slotted hole.
  • Frame 11 is provided with a steel connecting member.
  • the second mounting module 13 includes a pressing assembly 131, a fastening assembly 132, and a fastened assembly 133.
  • the compression assembly 131 cooperates with the fastening assembly 133 to compress the fastening assembly 132 to generate a pre-stress and tighten the tightness.
  • the fixing component 133 is fixed to the glass curtain wall 2 by the fastening component 133, and the pressing component 131 is adjustably fixed to the frame 11;
  • the horizontal mounting direction of the glass curtain wall 2 is taken as the X-axis direction
  • the thickness direction of the glass curtain wall 2 is taken as the Y-axis direction
  • the vertical mounting direction of the glass curtain wall 2 is taken as the Z-axis direction.
  • the X axis is perpendicular to the Y axis
  • the Z axis is perpendicular to a plane formed by the X axis and the Y axis;
  • the fastening component 131 includes two arcuate arms symmetrically clamped on both sides of the fastened component 133, and the material thereof should be selected from materials having considerable strength and elasticity and toughness, such as metal. Engineering plastic, polymer material, etc.; an arcing arm 1320 is formed between the two arch arms, and the arcuate arm includes a first force arm 1321 and a second force arm 1322 connecting the first force arm 1321, the first force arm A sliding end 1323 is formed at the junction of the 1321 and the second force arm 1322, and the sliding end 1323 has a circular arc surface or a sloped surface to ensure less resistance during the sliding process; the first force arm 1321 is away from the second One side of the force arm 1322 forms a pressure receiving end 1324, and the pressure receiving end 1324 extends downward to form a rotating positioning edge.
  • the second force arm 1322 forms a fastening end 1325 on a side away from the first force arm 1321, and a pressing piece 1327 is coupled to the fastening end 1325; and the connection area of the second force arm 1322 and the fastening end 1325 is The inner recess forms a tablet position adjustment area 1328, by which the small position adjustment of the pressing piece 1327 can be achieved during the fastening process to make the flap 1332 more flatly attached;
  • the compressed end 1324 of the arm 1321 is pressed by the compression assembly 131 and cooperates with the tightened assembly 133 to urge the first force arm 1321 and the second force arm 1322 to generate a pre-stress.
  • the first force arm 1321 is a short straight arm
  • the second force arm 1322 is an arcuate arm
  • the thickness of the second force arm 1322 forms a thickness from the sliding end 1323 to the fastening end 1325.
  • the thin gradation, the structure can ensure that the entire curved arm is fully and uniformly deformed, and is not easy to be broken; further, the two arched arms are connected between the two pressed ends 1324 by providing an arc-shaped deformation zone 1329, when the first force is When the pressed end 1324 of the arm 1321 is pressed, the arc-shaped deformation zone 1329 is pressed into a straight shape from the arc shape, and the compression deformation process of the arc-shaped deformation zone 1329 is shown in FIG.
  • the fastening component 132 has a certain expansion space; the fastening component 132 is provided with a through hole in the Y-axis direction in a region where the two compression ends 1324 and the curved deformation zone 1329 are coupled to each other.
  • the pressing assembly 131 includes a pressure plate 1311 and a pressure block 1312.
  • the frame 11 extends toward the glass curtain wall 2 and is folded over on both sides to form two pressure plates 1311.
  • the pressure plate 1311 is further folded.
  • Forming a platform 13111, a fastening groove 13112 is formed between the two pressure plates 1311, the two sides of the groove of the fastening groove 13112 extend inward to form a limiting portion 13113;
  • the pressure plate 1311 is disposed on the outer side of the first force arm 1321, and the two sliding ends 1323 of the arcuate arm abut against the pressure plate 1311; the pressure block 1312 is disposed on the inner side of the first force arm 1321, and the two pressure receiving ends 1324 of the arcuate arm abut Relying on the pressure block 1312; the middle portion of the upper surface of the pressure block 1312 is provided with two rotationally extending positioning grooves 13124.
  • the radius of the rotary positioning groove 13124 is equal to or slightly larger than the radius of the rotary positioning edge 1326.
  • the rotary positioning rib 1326 can be effectively positioned and rotated in the rotary positioning groove 13124, and the two sliding ends 1323 will only be displaced away from each other on the surface of the pressure plate 1311. Displacement.
  • the fastening component 133 is fastened to the glass curtain wall 2, the glass curtain wall 2 and the fastened component 133 are bonded by the structural adhesive 23, and the other side is formed with a wing 1332; the arcuate arm The two fastening ends 1325 abut against the two sides of the flap 1332.
  • the pressure plate 1311 at the current position forms a slot-shaped hole
  • the first pressure block 1312 which is in the form of a block and has a bolt coupled to the middle portion, the first pressure is used.
  • the block 1312 is fastened by the bolt formed on the first pressure block 1312 and the pressure plate 1311, and the bolt is inserted into the slot type hole, and the two pressure receiving ends 1324 of the pressing bow arm are displaced toward the pressure plate 1311, and the two arms of the bow arm are slid.
  • the displacement end 1323 is displaced from the surface of the pressure plate 1311 away from each other, and the two fastening ends 1325 of the arcuate arm are restricted by the wing plate 1332, thereby driving the first force arm 1321 and the second force arm 1322 to generate a prestressed fastening wing. 1332.
  • the working principle of the entire fastening process is further described below with reference to FIG. 17.
  • the two compression ends 1324 of the arcuate arms are displaced in the direction of the pressure plate 1311 under the compression of the first pressure block 1312, and the rotation positioning ribs 1326 and the rotary positioning grooves 13124 are rotated.
  • the cooperation ensures that the pressed end 1324 of the fastening component 132 of the vertical keel of the frame 11 does not shift in the X and Z directions during the movement, and the distance between the pressure ends 1324 of the two arched arms is During the fastening process, the two sliding ends 1323 abut against the pressure plate 1311 in the X-axis direction, and the two fastening ends 1325 are displaced from each other in the X-axis direction until the two sliding ends 1325 are displaced.
  • the distance between the pressure plates 1327 of the two fastening ends 1325 is also controllable, and the fastening point on the flap 1332 is also Controllable; further compressing the two pressure receiving ends 1324 along the Y-axis direction by the pressure block 1312, thereby driving the two sliding ends 1323 to continue away in the X-axis direction, and the two fastening ends 1325 are now abutted against the wing plate
  • the sides of 1332 are thereby constrained, and the first force arm 1321 and the second force arm 1322 are thereby deformed and prestressed, and thus the second mounting module 13 is brought into a tightened state, and the flap 1332 is tightened.
  • the pressed end 1324 of the fastening component 132 mounted to the transverse keel of the frame 11 does not shift in the X and Z directions during the movement; the distance between the compression ends 1324 of the two arched arms is during the fastening process.
  • Controllable while the two sliding ends 1323 abut each other in the Z-axis direction of the pressure plate 1311, and the two fastening ends 1325 are displaced close to each other in the Z-axis direction until they abut against the flap 1332
  • the side so the distance between the pressing pieces 1327 of the two fastening ends 1325 is also controllable, and the fastening point on the wing plate 1332 is also controllable; further pressing the two pressure receiving ends 1324 along the Y by the pressure block 1312 Displacement in the axial direction, thereby driving the two sliding ends 1323 to continue away in the Z-axis direction, and the two fastening ends 1325 are now abutted against the side of the flap 1332 and thereby being restrained, the first
  • the first pressure block 1312 is fastened to the pressure plate 1311 by a bolt formed on the first pressure block 1312. The bolt is inserted into the slotted hole.
  • the first pressure The block 1312 is positionally adjusted in the X-axis direction by the slotted hole, and the flap 1332 is adjusted in the Y-axis direction and the Z-axis direction by the enclosure space 1320; when the fastening component 132 is coupled to the lateral keel of the frame 11, the first The pressure block 1312 is positionally adjusted in the Z-axis direction by the slot hole, and the flap 1332 is adjusted in the X-axis direction and the Y-axis direction by the enclosed space 1320.
  • the hidden frame glass curtain wall installation structure of the first embodiment of the present invention can select the indoor and outdoor installation manners to install the glass curtain wall 2.
  • the installation chassis 1 is first fixed and fixed on the building main body 3. And then determining the preset mounting position of the glass curtain wall 2 relative to the frame 11 in the mounting chassis 1; the fabrication and installation of the glass curtain wall 2 and the fastened component 133 can be done in the factory, and the two are bonded by the structural adhesive 23;
  • the glass curtain wall 2 is disposed at a preset mounting position, and then the fastening assembly can be adjusted to a proper position of the corresponding wing plate 1332 through the slotted hole in the pressure plate 1311, and the pressure block 1312 is abutted against the inside of the first force arm 1321 and
  • the two fastening ends 1325 rest on both sides of the flap 1332 of the fastener 133; on the basis of ensuring that the glass curtain wall 2 does not move, the pressure plate 1311 is pre-tightened by bolts from the side of the pressure
  • the pressure block 1312 presses the two compression ends 1324 of the arcuate arms to the direction of the pressure plate 1311, and the two sliding ends 1323 of the arcuate arms are issued on the surface of the pressure plate 1311.
  • the two fastening ends 1325 of the arcuate arms are limited by the flaps 1332, thereby driving the first force arm 1321 and the second force arm 1322 to generate the pre-stressed pre-fastening flaps 1332;
  • the vertical keel flap 1322 fixed to the frame 11 is completely fastened by the position adjustment of the Y-axis direction and the Z-axis direction by the enclosure space 1320; when the fastening assembly 132 is fixed to the lateral keel of the frame 11, the flap 1322
  • the position of the X-axis direction and the Y-axis direction is completely adjusted by the enclosed space 1320, and the glass curtain wall 2 is accurately fixed at a preset mounting position.
  • the current position uses the second pressure block 1312, and the first side of the second pressure block 1312 extends two sets of symmetrical
  • the force arm 13121 has a through hole formed in the corresponding fastening slot 13112 of the force arm 13121; and the end of the force arm 13121 extends upward to form a limiting block 13122, and the second side corresponding to the platform 13111 is formed by the second side of the second pressure block 1312.
  • a set of symmetrical fulcrums 13123 the two sliding ends 1323 of the arcuate arms abut The pressure plate 1311; the second pressure block 1312 is disposed on the inner side of the first force arm 1321, and the two pressure receiving ends 1324 of the arcuate arm abut against the second pressure block 1312; the two arcuate arms respectively from the second pressure block 1312 , between the two sets of force arms 13121 and the two sets of fulcrums 13123;
  • the two fastening ends 1325 of the arcuate arm abut against the two sides of the wing plate 1332; the fulcrum 13123 is erected on the platform 13111; Referring to Figures 20-28, the through hole through the bolt through the force arm 13121 is fastened to the fastening slot 13112
  • the pressure plate 1311 and the second pressure block 1312, the two compression ends 1324 of the compression bow arms are displaced toward the pressure plate 1311, and the two sliding ends 1323 of the arcuate arms are displaced away from each other on the surface of the pressure plate 1311, and the two of the arcuate arms
  • the fastening end 1325 is constrained by the flap 1332 to urge the first force arm 1321 and the second force arm 1322 to generate a pre-stressed fastening flap 1332.
  • the through hole in the force arm 13121 is a slot type hole.
  • the second pressure block 1312 When the fastening component 132 is coupled to the vertical keel of the frame 11, the second pressure block 1312 is positioned in the X-axis direction by a bolt passing through the slot-shaped hole. Adjusting, the flap 1332 performs position adjustment in the Y-axis direction and the Z-axis direction through the enclosed space 1320; when the fastening component 132 is coupled to the lateral keel of the frame 11, the second pressure block 1312 passes through the slot-shaped hole along the Z-axis direction. Position adjustment is performed, and the flap 1332 adjusts the position in the X-axis direction and the Y-axis direction by the enclosed space 1320.
  • the installation chassis 1 is first fixed and fixed on the building main body 3, and then the predetermined installation position of the glass curtain wall 2 relative to the frame 11 in the installation chassis 1 is determined; the glass curtain wall 2 and the fastening and assembly of the fastened component 133 can be completed in the factory, the two are bonded by the structural adhesive 23; the glass curtain wall 2 is placed in a preset installation position, and then the two arcuate arms of the fastening component 132 are respectively From the second pressure block 1312, between the two sets of the force arms 13121 and the two sets of fulcrums 13123, and the second pressure block 1312 is placed at a suitable position of the corresponding flap 1332; the second pressure block 1312, The inner side of the first force arm 1321 rests on the two sides of the wing 1332 of the fastening component 133, and the fulcrum 13123 is erected on the platform 13111; on the basis of ensuring that the glass curtain wall 2 does
  • the pressure block 1312, the two compression ends 1324 of the compression bow arms are displaced toward the pressure plate 1311, and the two sliding ends 1323 of the arcuate arms are displaced away from each other on the surface of the pressure plate 1311, and the two fastening ends 1325 of the arcuate arms are winged.
  • the limit of the plate 1332 drives the first force arm 1321 and the second force arm 1322 to generate the pre-stressed pre-fastening flap 1332; while the fastening assembly 132 is fixed to the vertical keel of the frame 11, the flap 1332 passes The joint space 1320 is completely tightened after the position adjustment in the Y-axis direction and the Z-axis direction; when the fastening assembly 132 is fixed to the lateral keel of the frame 11, the flap 1332 is positioned in the X-axis direction and the Y-axis direction by the enclosed space 1320. It is fully tightened after adjustment, and the glass curtain wall 2 is precisely fixed at the preset installation position.
  • a decorative panel 14 may be respectively mounted on both sides between the frame 11 and the fastened component 133, and the decorative panel 14 covers the space between the frame 11 and the fastened component 133.
  • the exterior of the mounting structure is made more beautiful; and the decorative panel 14 and the fastened component 133 are sealed by the sealing strip 15 , and the adjacent glass curtain wall 2 is sealed by the foaming material 21 and the weather resistant adhesive 22 .
  • the second mounting module 13 when the second mounting module 13 is fixed to the lateral keel of the frame 11, the second mounting module 13 may further be provided with a bracket 134 having an L shape and one end abutting against the lower side of the upper wing 1332. The other end is fastened to the frame 11 by bolting a nut provided in the fastening groove 13112.
  • the main structure is the same as that of the first embodiment, except that the frame 11 extends toward the glass curtain wall 2 to form a fastened component 133.
  • the fastening component 133 is two spaced The distributed flaps 1332; the two sides of the frame 11 respectively extend toward the glass curtain wall 2 to form a decorative panel 14, which covers the space between the frame 11 and the profile 1313.
  • the glass curtain wall 2 and the profile 1313 are bonded by the structural adhesive 23;
  • the pressure plate 1311 includes a plate body 13111 and a connecting plate 13112 vertically formed on the plate body 13111; the pressure plate 1311 passes through one end of the plate body 13111.
  • the portion and the connecting plate 13112 are screwed to the profile 1313 and are fastened to the glass curtain wall 2 by the profile 1313.
  • the compression assembly 131 includes a pressure plate 1311 and a pressure block 1312.
  • the pressure plate 1311 is fastened to the glass curtain wall 2 by a profile 1313.
  • the pressure plate 1311 is disposed on the outer side of the first force arm 1321, and the two of the arcuate arms.
  • the sliding end 1323 abuts against the pressure plate 1311;
  • the pressure block 1312 is disposed on the inner side of the first force arm 1321, and the two pressure receiving ends 1324 of the arcuate arm abut against the pressure block 1312, and the two fastening ends 1325 of the arcuate arm abut against Two sides of adjacent flaps 1332.
  • the two pressure receiving ends 1324 of the pressing bow arms are displaced in the direction of the pressure plate 1311 by the bolts, and the two sliding ends 1323 of the bow arms are displaced away from each other on the surface of the pressure plate 1311, and the arcuate arms are
  • the two fastening ends 1325 are constrained by the wings 1332 to urge the first force arm 1321 and the second force arm 1322 to generate a pre-stressed fastening adjacent flap 1332.
  • the pressure plate 1311 defines a slotted hole.
  • the pressure block 1312 is positionally adjusted in the X-axis direction by a bolt passing through the slot-shaped hole.
  • the fastening component 132 is The enclosure space 1320 passing through the two sides of the flap 1332 performs position adjustment in the Y-axis direction and the Z-axis direction; when the fastening component 132 is fixed to the lateral keel of the frame 11, the pressure block 1312 passes through the slot-shaped hole.
  • the bolt is positionally adjusted in the Z-axis direction; and the fastening assembly 132 is adjusted in the X-axis direction and the Y-axis direction by the enclosed space 1320 on both sides of the flap 1332.
  • the mounting chassis 1 when installing the glass curtain wall 2, the mounting chassis 1 is firstly fixed on the building main body 3, and then the predetermined installation position of the glass curtain wall 2 relative to the frame 11 in the mounting chassis 1 is determined; the glass curtain wall 2 and The manufacture and installation of the profile 1313 can be done in the factory, and the two are bonded by the structural adhesive 23; thereafter, the pressure plate 1311 is bolted to the profile 1313; the two arcuate arms of the fastening assembly 132 and the pressure block 1312 Placed between the pressure plate 1311 and the frame 11, and then the glass curtain wall 2 is placed in a preset installation position, the pressure block 1312 abuts against the inside of the first force arm 1321 and places the fastening component 132 at a suitable position of the corresponding wing 1332 and The two fastening ends 1325 are placed on both sides of the flap 1332; on the basis of ensuring that the glass curtain wall 2 does not move, the pressure plate 1311 and the pressure block 1312 are pre-tensioned from the outside through the
  • the pressure block 1312 presses the two pressure receiving ends 1324 of the arcuate arms toward the pressure plate 1311, and the two sliding ends 1323 of the arcuate arms are separated from each other on the surface of the pressure plate 1311.
  • the two fastening ends 1325 of the arcuate arms are constrained by the wings 1332, thereby driving the first force arm 1321 and the second force arm 1322 to generate the pre-stressed pre-fastened wings 1332; meanwhile, when the fastening component 132 is fixed to the frame When the vertical keel of the elbow is 11 , the two fastening ends 1325 of the arcuate arm are completely fastened by adjusting the position of the Y-axis direction and the Z-axis direction on both sides of the flap 1332 by the enclosure space 1320; when the fastening component 132 is fixed to the frame When the transverse keel of the 11th keel is closed, the two fastening ends 1325 of the arcuate arm are completely fastened by adjusting the position of the X
  • the second mounting module 13 when the second mounting module 13 is fixed to the lateral keel of the frame 11, the second mounting module 13 may further be provided with a bracket 134, and the bracket 134 extends laterally to form a supporting piece 1341.
  • the supporting piece 1341 Abutting against the lower side of the upper profile 1313, both ends of the bracket 134 extend in the direction of the frame 11 to form two L-shaped fixed ends 1342 and are screwed to the frame 11 through the fixed ends 1342.
  • the main structure is the same as that of the first and second embodiments, except that the two sides of the pressing member 131 are recessed inwardly and formed with the fastening component 132.
  • the pressure portion 1312 of the inner side of the arcuate arm is sandwiched between the two arched arms; the first side of the frame 11 is adjacent to a first side of the glass curtain wall 2 to form a fastening groove 111.
  • the glass curtain wall 2 and the profile 1313 are bonded by the structural adhesive 23; the side of the fastening component 133 is fixed to the glass curtain wall 2 through a profile 1313, and the other side forms the wing panel 1332; The two fastening ends of the arcuate arm abut against the two sides of the flap 1332;
  • the fastened component 133 includes a plate body 1331.
  • the wing plate 1332 is formed at one end of the plate body 1331.
  • the other side of the plate body 1331 forms a connecting plate 1333 which is vertically formed on the plate body 1331.
  • One end portion of the plate body 1331 and the connecting plate 1333 are screwed to the profile 1313 and are fastened to the glass curtain wall 2 by the profile 1313.
  • the end portion of the fastening compression assembly 131 and the corresponding nut disposed in the fastening groove 111 are fastened by the bolt, and the first side of the pressing assembly 131 and the frame 11 are fastened, and the two pressure receiving ends 1324 of the bow arm are pressed toward the frame 11 Displacement in a lateral direction, the two sliding ends 1323 of the arcuate arms are displaced away from each other on the first side surface, and the two fastening ends 1325 of the arcuate arms are limited by the wings 1332, thereby driving the arch arms to generate prestressed fastening wings. Board 1332.
  • a slotted hole is defined in each end of the pressing component 131.
  • the pressing component 131 passes through a bolt edge that is inserted into the slotted hole.
  • Position adjustment is performed in the X-axis direction; the fastening assembly 132 is adjusted in the Y-axis direction and the Z-axis direction by the enclosed space 1320 on both sides of the flap 1332.
  • the mounting chassis 1 when installing the glass curtain wall 2, the mounting chassis 1 is firstly fixed to the building main body 3, and then the predetermined installation position of the glass curtain wall 2 relative to the frame 11 in the mounting chassis 1 is determined; the glass curtain wall 2 and The manufacture and installation of the profile 1313 can be done in the factory, the two are bonded by the structural adhesive 23, and the fastening component 133 is fastened to the profile 1313 by bolts; then the glass curtain wall 2 is set in a preset installation position, The pressing portion 1312 of the pressing assembly 131 is sandwiched between the two arcuate arms and the two fastening ends 1325 are placed on both sides of the flap 1332 of the fastening component 133; the pressing assembly 131 can pass through the bolts inserted in the slotted holes Position adjustment along the direction of the slot hole; on the basis of ensuring that the glass curtain wall 2 does not move, the compression assembly 131 and the nut disposed in the fastening groove 111 are pre-tightened by bolts from the outside through the gap between the
  • the two fastening ends 1325 of the arcuate arms are constrained by the wings 1332 to urge the arcuate arms to generate the pre-stressed pre-fastening flaps 1332; while the fastening arms 132 are secured to the vertical keels of the frame 11
  • the solid end 1325 is completely fastened by adjusting the position of the Y-axis direction and the Z-axis direction on both sides of the flap 1332 by the enclosure space 1320; the two fastening ends of the bow arm when the fastening component 132 is fixed to the lateral keel of the frame 11 1325 is completely fastened by adjusting the position of the X-axis direction and the Y-axis direction on both sides of the flap 1332 by the enclosure space 1320, thereby accurately fixing the glass curtain wall 2 at a preset installation position.
  • the second mounting module 13 when the second mounting module 13 is fixed to the lateral keel of the frame 11 , the second mounting module 13 can also be provided with a bracket 134 extending from the side of the curtain wall to form a supporting piece 1341 .
  • the supporting piece 1341 Abutting against the lower side of the upper profile 1313, both ends of the bracket 134 extend in the direction of the frame 11 to form two L-shaped fixed ends 1342 and are screwed to the frame 11 through the fixed ends 1342.
  • the surface of the pressing piece 1327 and the flap 1332 can form a cooperating inverted tooth.
  • the horizontal direction with the flap 1332 is the A direction, and the direction perpendicular to the flap 1332.
  • pour In addition to providing the function of the conventional sawtooth preventing the offset of the pressing piece 1327 and the flap 1332 in the A direction, the toothing is prevented from loosening in the B direction of the pressing piece 1327 and the flap 1332, thereby further strengthening. The strength of the connection between the tablet 1327 and the flap 1332.

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  • Architecture (AREA)
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  • Load-Bearing And Curtain Walls (AREA)

Abstract

一种隐框玻璃幕墙安装结构，包括建筑主体（3）及安装于建筑主体（3）上的玻璃幕墙（2），安装结构还包括一安装底盘（1），玻璃幕墙（2）通过安装底盘（1）调节至设定位置并进行紧固，且在紧固过程中玻璃幕墙的位置不发生改变。该安装结构牢固耐用，其安装方法精准安全。

Description

隐框玻璃幕墙安装结构及安装隐框玻璃幕墙的方法 技术领域
本发明涉及一种玻璃幕墙结构及玻璃幕墙安装方法， 尤指一种隐框玻璃幕墙安装结 构及安装隐框玻璃幕墙的方法。 背景技术
隐框玻璃幕墙结构是构件式玻璃幕墙的一种， 没有用以夹持玻璃并承重的外框， 而是将 玻璃完全用硅酮结构密封胶 (筒称结构胶)粘结在铝合金型材附框上， 然后通过压板将附框固 定在立柱与横梁组成的框架上， 最后在玻璃板块的缝隙之间填充发泡材料与密封胶， 因此铝 框全部隐蔽在玻璃后面， 形成大面积全玻璃建筑立面。
目前现行国家规范《国家建筑标准设计图集》 97J103-1中"铝合金隐框玻璃幕墙系列"部 分，有关玻璃的固定及安装方式大致为：先用结构胶、双面胶将玻璃粘在铝合金型材附框上； 然后将玻璃与附框的组合体移动至幕墙框架立柱与横梁附近， 根据设计要求调节位置到位； 再用自攻螺钉等通过压板或其他联接构件将附框与幕墙框架连接。如压板需要同时压到上下 或左右等其他相邻玻璃时， 须待周边玻璃吊装到位后再紧固压板； 最后在玻璃留缝处填充防 火、 保温及密封材料等， 至此完成隐框玻璃幕墙的固定与安装。 上述隐框玻璃幕墙安装结构 通常存在以下缺陷：
一、 结构自身的安全隐患：
玻璃附框被压板等联接构件固定后，会使玻璃附框对粘结玻璃的结构胶产生破坏性单边 撕扯力， 以及此撕扯力对玻璃造成的平面扭曲和破坏性内应力的产生， 从而导致完工后的玻 璃幕墙， 存在日后受到外力 （如风力、 保洁、 维护维修等）而诱发玻璃内在的破坏性内应力 以及上述撕扯力的加剧， 逐步形成结构胶脱胶的危险性， 这也是通常发生的玻璃幕墙破裂和 掉落等危害的主要原因， 以至于大家将玻璃幕墙比作 "城市空中的定时炸弹"。 另外上述结构 也相当程度降低了玻璃抵抗环境温度变化引起的涨缩适应性能和抗震性能的设计预期要求。
上述结构性问题的产生主要由于以下具体因素： 幕墙立柱和横梁的垂直、 平行、 断面角 度等之间存在误差； 立柱和横梁与玻璃附框之间存在平整度误差； 附框与玻璃之间存在平整 度误差； 附框与玻璃粘合后存在着相互之间的厚度误差； 单个压板紧固螺栓的拧紧程度存在 差异； 压板紧固螺栓由拧紧过程的阻力不同而存在的拧紧程度差异； 当完整的结构胶粘结面 被撕裂（或局部撕裂）时， 会产生不确定性的撕扯力与破坏性内应力； 压板是对一块玻璃附 框的两点（或两点以上）进行压紧固定， 而附框与玻璃的平面边缘并不具备抵抗被压的强度； 当各块玻璃四边（或多边）相邻安装时， 平行边两边共用压板， 各受压点应力条件不同 （如 承重与非承重、 大块与小块、 中间与边缘等等）存在受压程度差异； 当四周 （或多周、 或其 他相关）相邻玻璃或构件稳定状态发生变化时， 会发生不确定性的或进一步的破坏性撕扯力 与破坏性内应力等。
我们知道， 将两个物体实施紧固的方式之一是缩小彼此之间的距离， 因此两者之一或全 部必然发生相互靠近的位移。在玻璃幕墙的安装过程中，显然幕墙框架立柱与横梁是固定的， 所以发生位移的必然是玻璃及铝合金型材附框。 而这两者之间， 立柱与横梁无疑是刚性的， 由于玻璃与结构胶的材料特性决定了玻璃与附框的组合体是相对柔性的。 而且， 在附框与立 柱和横梁的紧固过程中， 凭借的仅仅是压板的若千个单点的紧固， 而不是类似于法兰的、 具 备刚性的大面积连接。
因此， 即使我们假设玻璃、 附框及幕墙框架的立柱和横梁等都是绝对平整的， 它们之间 也是没有任何误差的， 于是整个玻璃幕墙的紧固安装过程， 就是玻璃与附框的柔性组合体向 刚性的幕墙框架移动的过程， 而在此过程中的若千紧固点又并非是同步的， 或者说并非能形 成刚性平面， 而仅是单点紧固， 因此玻璃是必然会发生扭曲的， 玻璃内部也必然会产生应力 不均衡而存在隐患。
同时， 行业标准《玻璃幕墙工程技术规范》 JGJ 102-2003 中规定"隐框或横向半隐框玻 璃幕墙， 每块玻璃的下端宜设置两个铝合金或不锈钢托条"， 但是隐框玻璃幕墙的玻璃自重 完全是由粘结在附框上的结构胶承担的。 安装时玻璃下端先搁置在托条上， 再通过压板将附 框与立柱或横梁实施紧固， 然而此紧固的过程也是附框与玻璃发生位移的过程， 期间结构胶 势必同时受到剪力及撕扯力，若托条安装过紧则对结构胶直接产生向上的剪力而导致最终被 破坏； 若托条安装间隙过松， 就无法承载玻璃的重力。 一旦附框上的结构胶失效， 即使下面 有托条玻璃仍然会倾覆， 因此托条既不能起到承载部分重力的作用， 也不能起到辅助保险的 作用。
二、 工程成本较高：
因为上述误差的存在， 所以对幕墙框架的垂直度及平整度等精度要求较高， 相应的成本 较高； 生产技术难度较大、 安装速度较慢， 相应的人工与时间成本较高； 对玻璃幕墙的安装 环境要求较高、 施工过程中的产品保护条件较高、 相应的工期等成本较高。
三、 安装与维护便利性不佳：
由于受到安装方式的局限， 目前的隐框玻璃幕墙通常只能在建筑外部安装或更换玻璃幕 墙； 且幕墙材质无法重组或更替； 更换玻璃时易对周边其他玻璃产生影响和损坏等。
另外， 专利 CN 101736837的玻璃幕墙结构与上述规范基本相同， 只是在立柱与横梁和 玻璃附框之间增加了带铰的龙骨附件， 使得玻璃与附框可以绕铰接轴自由转动， 实现玻璃与 墙体保持不同的角度， 但上述缺陷依然存在。
专利 CN 102146707的玻璃幕墙结构与上述规范基本相同， 只是改进了幕墙型材中横料 和竖料的结构， 使安装更方便、 密封性更好， 但上述缺陷依然存在。
专利 CN 102704600的玻璃幕墙结构与上述规范基本相同， 只是将玻璃端部改成凹槽以 使立柱与玻璃通过连接装置连接而省略了附框， 上述缺陷依然存在。
其他如国家标准 《建筑幕墙》 GB/T 21086、 行业标准 《玻璃幕墙工程技术规范》 JGJ 102-2003等国家规范文件中有关隐框玻璃幕墙安装的相关内容都有上述类似的表述。总而言 之， 上述规范及专利中关于隐框玻璃幕墙的安装方式及承载结构都有一定的缺陷， 且没有针 对性的解决措施与技术方案， 因此相关的安全隐患始终存在， 也成为一直困扰相关技术人员 的一大难题。
然而随着时代的进步， 各行各业的专业技术都在不断更新， 人们对玻璃幕墙的市场需求 也是有增无减， 可是能够有效提升玻璃幕墙安全性与便捷性的核心技术仍未解决， 各类有关 玻璃幕墙的安全事故还时有发生。 针对此类严重影响产业升级， 制约节能、 环保、 高效的现 代化发展的问题， 目前尚无比较合理的解决方式， 而本发明填补了此领域的空白。 发明内容
本发明的目的在于克服现有技术的缺陷， 而提供一种隐框玻璃幕墙安装结构。 本发明的 隐框玻璃幕墙安装结构具有尺寸界定、 三维调节、 承载与紧固等多种重要功能及以下特性：
1、 牢固性： 可通过第二安装模块对玻璃幕墙与框架的玻璃幕墙连接端实施牢固、 稳定、 有效地预应力紧固；
2、 精准性： 可于玻璃幕墙的任意安装点在 X、 Y、 Ζ轴三个方向实现对玻璃幕墙的位置 调节， 满足设计对千挂玻璃幕墙安装精准性的要求；
3、 安全性： 针对天然玻璃幕墙易脆的敏感性特征， 在多组第二安装模块同时对玻璃幕 墙进行单点独立预应力紧固时， 完全实现整体无扭曲、 无多余内应力紧固；
4、 便捷性： 通过前期设计模块的设定， 大大降低了现场操作的技术难度， 减少了操作 环节与内容， 同时所有零部件及组合件可实现工厂加工及预制， 不但可以大幅减少工期、 提 升质量， 而且对成本节约的贡献也相当可观；
5、 易换性： 安装后一旦发生玻璃幕墙破损等情况需要对玻璃幕墙进行更换时， 可通过 松开相应螺栓来解除预应力紧固， 从而轻松实现玻璃幕墙的局部单独更换。
本发明中的第二安装模块是一种动态生成的具有稳定预应力结构的紧固模块。
预应力 [prestressing force]—般是指材料制作中或其他物件形成过程中， 预先对其在外荷 载作用下的受拉区， 使用相应的技术和工艺引入的压应力， 预引的压应力构成材料或物件的 预应力结构。 在材料或物件中引入压应力， 形成稳定的预应力结构的技术和工艺一般统称为 预应力技术。 拥有预应力结构的材料或物件一般称为预应力材料或预应力物件。
众所周知， 材料或物件的预应力结构可以改善材料或物件的使用性能。 材料或物件的使 用性能一般是指其自身刚性的提高， 自身抗震动性能的提升， 自身弹性强度的增强， 从而增 加材料或物件的耐久性和在其使用过程中的安全性。
预应力技术古已有之， 乃中国古人籍此改善生活用具性能， 加固补偿劳作工具的一种工 艺。 如木桶套箍（引入预应力）可以耐久防漏等。 最近五十年， 随着预应力技术的不断突破， 预应力结构在建筑等领域获得了极大的应用， 而预应力材料也突破了高强度钢材等的制约， 逐步向强度高、 自重轻、 弹性膜量大的聚碳纤维和聚酯纤维类等非金属型转变。
但遗憾的是，预应力材料或物件至今的大部分应用依然还局限于改善材料和物件自身的 物理性能领域。 作为预应力材料， 其物理性能固然有显著加强， 但其内置的稳定的预应力结 构必有其应有使用的创新领域。
在外力的作用下， 材料或物件中引入压应力的过程， 一般称为材料或物件内置预应力的 产生过程。 一般而言， 任何弹性材料， 在外力的作用下， 都可产生内置预应力， 外力的作用 过程， 就是弹性材料内置预应力产生的过程。 对弹性材料内置预应力产生的动态过程用外物 实施控制， 就形成材料或物件的内置预应力的稳定结构。
本发明使用弹性紧固组件， 通过压迫组件产生外力对其引入压应力， 并使用被紧固组件 来控制压应力引入的动态过程， 最后形成压迫组件、 紧固组件和被紧固组件一体的稳定的预 应力结构， 从而完成和达到玻璃幕墙的紧固效果。 由于预应力紧固组件的使用， 玻璃幕墙紧 固安装的牢固度、 稳定度、 安全度和便利度也大大加强。
本发明的目的是解决目前隐框玻璃幕墙技术的不足，提供一种对弹性材料预应力动态产 生过程的激发和控制， 形成稳定的预应力结构， 并可在安装过程中进行三维调节从而大幅度 提高安装精度的玻璃幕墙安装结构。 本发明建立的隐框玻璃幕墙安装结构， 能够大大增强玻 璃幕墙的安装的牢固度、 精准度、 安全度、 便捷性和易换性。
实现上述目的的技术方案是：
为解决上述技术问题， 本发明实现了一种隐框玻璃幕墙安装结构， 包括建筑主体以及安 装于所述建筑主体上的玻璃幕墙， 所述安装结构还包括一安装底盘， 所述玻璃幕墙通过所述 安装底盘调节至设定位置并进行紧固， 且在紧固过程中所述玻璃幕墙的位置不发生改变。
本发明的进一步改进在于， 安装底盘包括框架、 第一安装模块以及第二安装模块， 所述 框架通过所述第一安装模块安装于所述建筑主体上，所述玻璃幕墙通过所述第二安装模块调 节至设定位置并紧固于所述框架上， 且在紧固过程中所述玻璃幕墙的位置不发生改变。
本发明的进一步改进在于， 所述第一安装模块包括至少一个型钢连接件， 所述型钢连接 件的第一端固接于所述建筑主体，所述型钢连接件的第二端开设有槽型孔并通过穿设于所述 槽型孔中的螺栓连接所述框架。
本发明的进一步改进在于，所述第二安装模块包括压迫组件、紧固组件以及被紧固组件， 所述被紧固组件固定于所述框架上， 所述压迫组件位置可调节地固定于所述玻璃幕墙 上；
或者， 所述被紧固组件固定于所述玻璃幕墙上， 所述压迫组件位置可调节地固定于所述 框架上；
通过所述压迫组件与被紧固组件的配合压迫所述紧固组件生成预应力进而紧固所述被 紧固组件， 其中：
所述紧固组件包括两个对称夹持于所述被紧固组件两侧的弓形臂， 两弓形臂之间夹设形 成一围合空间， 所述弓形臂包括一第一力臂与一连接所述第一力臂的第二力臂， 所述第一力 臂与所述第二力臂的连接处形成一滑移端，所述第一力臂于远离所述第二力臂的一侧形成一 受压端， 所述第二力臂于远离所述第一力臂的一侧形成一紧固端， 所述第一力臂的受压端接 受所述压迫组件的压迫并配合所述被紧固组件驱使所述第一力臂与第二力臂生成预应力。
本发明的进一步改进在于， 所述压迫组件包括压力板和压力块， 所述框架向所述玻璃幕 墙方向延伸且翻折形成所述压力板， 所述压力板设置于所述第一力臂的外侧， 所述弓形臂的 两滑移端抵靠于所述压力板； 所述压力块设置于所述第一力臂的内侧， 所述弓形臂的两受压 端抵靠于所述压力块； 所述被紧固组件一侧紧固于所述玻璃幕墙上， 另一侧形成一翼板； 所述弓形臂的两紧固 端抵靠于所述翼板的两侧面；
通过螺栓贯穿紧固所述压力板与所述压力块，压迫所述弓形臂两受压端向所述压力板方 向位移， 所述弓形臂两滑移端于所述压力板表面发生相互远离的位移， 所述弓形臂的两紧固 端受到所述翼板的限位， 从而驱使所述第一力臂与所述第二力臂生成预应力紧固所述翼板。
本发明的进一步改进在于， 所述压力板形成槽型孔， 所述压力块通过穿设于所述槽型孔 内的螺栓与所述压力板紧固， 并通过所述槽型孔沿一第一方向进行位置调整； 所述翼板通过 所述围合空间进行一第二方向与一第三方向的位置调整。
本发明的进一步改进在于， 所述压迫组件包括压力板和压力块， 所述框架向所述玻璃幕 墙方向延伸且分别向两边翻折形成两所述压力板， 所述压力板进一步翻折形成平台， 两所述 压力板之间形成一紧固槽， 所述紧固槽槽口两侧向内侧延伸形成限位部；
所述压力块的第一侧延伸出两组对称的力臂， 所述力臂上对应所述紧固槽开设有通孔； 且所述力臂的端部向上延伸形成一限位块，所述压力块的第二侧对应所述平台形成有两组对 称的支点， 所述弓形臂的两滑移端抵靠于所述压力板； 所述压力块设置于所述第一力臂的内 侧， 所述弓形臂的两受压端^ I氏靠于所述压力块； 所述两个弓形臂分别自所述压力块的两组力 臂与两组支点之间穿过；
所述被紧固组件一侧紧固于所述玻璃幕墙上， 另一侧形成一翼板； 所述弓形臂的两紧固 端抵靠于所述翼板的两侧面； 所述支点架设于所述平台上；
通过螺栓贯穿所述通孔与设置于所述紧固槽内的螺母紧固所述压力板与所述压力块，压 迫所述弓形臂的两受压端向所述压力板方向位移，所述弓形臂的两滑移端于所述压力板表面 发生相互远离的位移， 所述弓形臂的两紧固端受到所述翼板的限位， 从而驱使所述第一力臂 与所述第二力臂生成预应力紧固所述翼板。
本发明的进一步改进在于， 所述通孔为一槽型孔， 所述压力块通过穿设于所述槽型孔内 的螺栓沿一第一方向进行位置调整；所述翼板通过所述围合空间进行一第二方向与一第三方 向的位置调整。
本发明的进一步改进在于， 所述框架向所述玻璃幕墙方向延伸形成所述被紧固组件， 所 述被紧固组件为翼板；
所述压迫组件包括压力板和压力块， 压力板通过一型材紧固于所述玻璃幕墙， 所述压力 板设置于所述第一力臂的外侧， 所述弓形臂的两滑移端抵靠于所述压力板； 所述压力块设置 于所述第一力臂的内侧， 所述弓形臂的两受压端^ I氐靠于所述压力块， 所述弓形臂的两紧固端 抵靠于相邻所述翼板的两侧面；
通过螺栓贯穿紧固所述压力板与压力块，压迫所述弓形臂的两受压端向所述压力板方向 位移， 所述弓形臂两滑移端于所述压力板表面发生相互远离的位移， 所述弓形臂两紧固端受 到所述翼板的限位， 从而驱使所述第一力臂与所述第二力臂生成预应力紧固相邻所述翼板。
本发明的进一步改进在于， 所述压板开设有一槽型孔， 所述压力块通过穿设于所述槽型 孔内的螺栓沿一第一方向进行位置调整；所述紧固组件通过所述翼板的围合空间进行一第二 方向与一第三方向的位置调整。 本发明的进一步改进在于，所述压迫组件中部两侧向内凹陷形成与所述紧固组件两弓形 臂内侧配合的压力部， 所述压迫组件的压力部夹设于所述两弓形臂之间； 所述框架靠近所述 玻璃幕墙的一第一侧面形成一紧固槽， 所述紧固槽槽口形成限位部；
所述被紧固组件一侧通过一型材固定于所述玻璃幕墙上， 另一侧形成所述翼板； 所述弓 形臂的两紧固端抵靠于所述翼板的两侧面；
通过螺栓贯穿紧固所述压迫组件的端部与设置于所述紧固槽内的对应的螺母， 紧固所述 压迫组件与框架的第一侧面， 压迫所述弓形臂的两受压端向所述框架第一侧面方向位移， 所 述弓形臂的两滑移端于所述第一侧面表面发生相互远离的位移，所述弓形臂的两紧固端受到 所述翼板的限位， 从而驱使所述第一力臂与所述第二力臂生成预应力紧固所述翼板。
本发明的进一步改进在于， 所述压迫组件的两端分别开设有一槽型孔， 所述压迫组件通 过穿设于所述槽型孔内的螺栓沿一第一方向进行位置调整；所述紧固组件通过所述翼板的围 合空间进行一第二方向与一第三方向的位置调整。
本发明的进一步改进在于， 所述弓形臂的受压端之间通过一弧形变形区连接。
本发明的进一步改进在于， 所述弓形臂的滑移端呈圆弧面或斜面。
本发明的进一步改进在于，所述第二力臂的厚度自所述滑移端至所述紧固端形成一由厚 至薄的渐变。
本发明的进一步改进在于， 所述紧固端上结合有一压片， 所述压片表面设有与所述翼板 配合的倒齿。
本发明由于釆用了以上技术方案， 使其具有以下有益效果是：
在本发明的紧固组件中， 压迫组件配合被紧固组件一起压迫紧固组件生成预应力，被紧 固组件成为了生成预应力的一主控制件， 紧固组件选用的是弹性材料， 其在外力作用下， 材 料内部即形成稳定的预应力并储存起来， 与被紧固组件、压迫组件一起组成稳定的预应力和 预应力特征的紧固体系， 其有益效果包括但不限于：
1.预应力结构受到外界影响时， 其敏感性的緩冲作用也是相当明显的。 比如， 当被紧固 组件或其他部件突然受到环境温度影响，由于材料本身的热冲击性能差而产生分布不均的内 应力时； 在安装过程中以及使用过程中， 由于可能受到的外力撞击而产生分布不均的内应力 时； 因设计要求， 在玻璃幕墙上安装多组紧固单元时， 其内部也可能发生应力局部集中。 此 时整个预应力紧固单元都可以通过弹性材料的形变大小来调节相应的预应力大小，以此对可 能发生的不均衡内应力进行緩冲， 从而很好地起到对玻璃幕墙乃至整个结构的保护作用。
2. 在对玻璃的安装位置完全调整到位后， 直到最终实施单点、 独立预应力紧固的过程 中， 玻璃乃至整个紧固单元本身是不移动的， 而是通过压迫组件中的螺栓旋转， 压迫紧固组 件产生形变而实施紧固。这样无疑避免了玻璃幕墙内应力的产生、不对附框产生单边撕扯力， 保持了预应力结构的稳定， 且安装后对玻璃幕墙可能受到的外力起到一定的緩冲作用。 目前 普遍釆用的此类紧固方式大多是靠五金等手段直接紧固，过程中被安装物无一例外都会产生 位移， 而这又是被安装物产生不均衡内应力的一大诱因。
3. 本发明在整个预应力紧固的实施过程中， 都不会产生由于紧固对附框与玻璃造成不 规则的压迫和表面形变，避免了由于各构件的误差、安装载体的误差、玻璃幕墙本身的误差， 以及上述紧固过程产生的工件位移等因素， 而必然导致的玻璃幕墙既有的平整度和自身均衡 的内应力的破坏， 大大增强了整个玻璃幕墙系统的安全性和抵抗外力的能力。
4. 本发明在整个预应力紧固的实施过程中， 都是通过拧紧相关螺栓来压迫被紧固组件 进而使紧固组件产生预应力， 在具体操作时， 通过前期的设计模块中对各个组件原材料的选 择及几何形状的设计， 后期工人只需将相关螺栓拧紧到位即可得到预设的紧固力， 无须受到 操作力度等不确定因素的影响， 大大降低操作条件和技术要求。
5. 本发明在玻璃幕墙安装时， 对幕墙的三维调节是在未紧固状态下的自由放置式的调 节， 完全不受任何限制； 且对三维调节空间的设置， 完全可以覆盖通常标准工件的制造误差 以及通常标准施工形成的构件误差。
6. 本发明独特的咬合式预应力紧固安装， 可以随时松开咬合件对玻璃实施替换及重新 安装，脱离了场地及环境条件对安装的限制，且玻璃可选择在建筑内部或外部进行独立安装， 对周边其他玻璃的安装与受力不存在影响， 大大提高了安装与维护的便利性。
7. 本发明独特的咬合式安装， 通过紧固组件对附框的夹持可以有效地承载玻璃的重力， 而不再依赖于托条的设置。
本发明在对现有技术的安全性与便捷性有质的改进的基础上，还可减少型材等材料的使 用及相应成本的节约； 另外， 操作技术条件的降低与全过程可控， 有效避免返工及材料的报 废等， 更是对时间缩短及人工成本节约的显著贡献。 附图说明
图 1为本发明第一较佳实施例室内安装型隐框玻璃幕墙安装结构系统侧视结构示意图； 图 2为本发明第一较佳实施例室内安装型隐框玻璃幕墙安装结构系统俯视结构示意图； 图 3为本发明第一较佳实施例室内安装型的框架与玻璃幕墙整体连接结构示意图； 图 4为图 3的框架与单块玻璃幕墙连接结构分解图；
图 5为图 3的框架竖向龙骨与玻璃幕墙连接结构分解图；
图 6为图 3的框架横向龙骨与玻璃幕墙连接结构分解图；
图 7为本发明第一较佳实施例室内安装型竖向框架与玻璃幕墙连接结构平面图； 图 8为本发明第一较佳实施例室内安装型横向框架与玻璃幕墙连接结构平面图； 图 9为图 4中紧固组件的立体示意图；
图 10为图 9的平面示意图；
图 11为图 4中第二安装模块的结构示意图；
图 12为图 11的分解结构示意图；
图 13为图 4中框架横向龙骨的结构示意图；
图 14为图 4中框架竖向龙骨的结构示意图；
图 15为图 4中被紧固组件和玻璃幕墙的连接结构示意图；
图 16为图 11中紧固组件的弧形变形区受压变形示意图；
图 17为本发明第一较佳实施例的第二安装模块紧固过程原理示意图；
图 18 为本发明第一较佳实施例室外安装型隐框玻璃幕墙安装结构系统侧视结构示意 图；
图 19 为本发明第一较佳实施例室外安装型隐框玻璃幕墙安装结构系统俯视结构示意 图；
图 20为本发明第一较佳实施例室外安装型的框架与玻璃幕墙整体连接结构示意图； 图 21为图 20的框架与单块玻璃幕墙连接结构分解图；
图 22为图 20的框架横向龙骨与玻璃幕墙连接结构分解图；
图 23为图 20的框架竖向龙骨与玻璃幕墙连接结构分解图；
图 24为本发明第一较佳实施例室外安装型竖向框架与玻璃幕墙连接结构平面图； 图 25为本发明第一较佳实施例室外安装型横向框架与玻璃幕墙连接结构平面图； 图 26为图 24中第二安装模块的结构示意图；
图 27为图 26的分解结构示意图；
图 28为本发明第一较佳实施例室外安装型的压块结构示意图；
图 29为本发明第二较佳实施例的隐框玻璃幕墙安装结构系统侧视结构示意图；
图 30为本发明第二较佳实施例的隐框玻璃幕墙安装结构系统俯视结构示意图； 图 31为本发明第二较佳实施例的框架与玻璃幕墙整体连接结构示意图；
图 32为图 31的框架与单块玻璃幕墙连接结构分解图；
图 33为图 31的框架竖向龙骨与玻璃幕墙连接结构分解图；
图 34为图 31的框架横向龙骨与玻璃幕墙连接结构分解图；
图 35为本发明第二较佳实施例竖向框架与玻璃幕墙连接结构平面图；
图 36为本发明第二较佳实施例横向框架与玻璃幕墙连接结构平面图；
图 37为本发明第二较佳实施例的压力块结构示意图；
图 38为本发明第二较佳实施例的第二安装模块的结构平面图；
图 39为图 38的分解示意图；
图 40为本发明第二较佳实施例的第二安装模块的结构立体图；
图 41为图 40的分解示意图；
图 42为本发明第二较佳实施例的框架横向龙骨的结构示意图；
图 43为本发明第二较佳实施例的框架竖向龙骨的结构示意图；
图 44为本发明第二较佳实施例的型材和玻璃幕墙的连接结构示意图；
图 45为本发明第二较佳实施例的压力板、 型材和玻璃幕墙的连接结构示意图； 图 46为本发明第三较佳实施例的隐框玻璃幕墙安装结构系统侧视结构示意图； 图 47为本发明第三较佳实施例的隐框玻璃幕墙安装结构系统俯视结构示意图； 图 48为本发明第三较佳实施例的框架与玻璃幕墙整体连接结构示意图；
图 49为图 48的框架与单块玻璃幕墙连接结构分解图；
图 50为图 48的框架竖向龙骨与玻璃幕墙连接结构分解图；
图 51为图 48的框架横向龙骨与玻璃幕墙连接结构分解图；
图 52为本发明第三较佳实施例的竖向框架与玻璃幕墙连接结构平面图；
图 53为本发明第三较佳实施例的横向框架与玻璃幕墙连接结构平面图； 图 54为本发明第三较佳实施例的第二安装模块的结构示意图；
图 55为图 54的分解示意图；
图 56为本发明第三较佳实施例的压力块结构示意图；
图 57为本发明第三较佳实施例的框架横向龙骨的结构示意图；
图 58为本发明第三较佳实施例的框架竖向龙骨的结构示意图；
图 59为本发明第三较佳实施例的型材和玻璃幕墙的连接结构示意图；
图 60为本发明第三较佳实施例的被紧固组件、 型材和玻璃幕墙的连接结构示意图; 图 61为本发明压片与翼板表面倒齿的啮合状态的放大示意图；
图 62为本发明实施例工程图索引；
图 63~65为本发明第一较佳室内安装型实施例工程图；
图 66~68为本发明第一较佳室外安装型实施例工程图；
图 69~71为本发明第二较佳实施例工程图；
图 72~74为本发明第三较佳实施例工程图。 具体实施方式
下面结合具体实施例对本发明作进一步说明。
参阅图 1、 2所示， 在本发明的第一较佳实施例中的隐框玻璃幕墙安装结构， 包括建筑 主体 3以及安装于建筑主体 3上的玻璃幕墙 2, 安装结构还包括一安装底盘 1 , 玻璃幕墙 2 通过安装底盘 1调节至设定位置并进行紧固，且在紧固过程中玻璃幕墙 2的位置不发生改变， 安装底盘 1包括框架 11、 第一安装模块 12以及第二安装模块 13 , 框架 11由复数条间隔分 布的竖向龙骨和复数条连接于竖向龙骨之间的横向龙骨构成，且竖向龙骨通过第一安装模块 12安装于建筑主体 3上，玻璃幕墙 2通过第二安装模块 13调节至设定位置并紧固于框架 11 上， 且在紧固过程中玻璃幕墙 2的位置不发生改变。
第一安装模块 12 包括至少一个型钢连接件， 型钢连接件的第一端固接于建筑主体 3 , 型钢连接件的第二端开设有槽型孔并通过穿设于槽型孔中的螺栓连接框架 11。
请参阅图 3-8 , 第二安装模块 13包括压迫组件 131、 紧固组件 132以及被紧固组件 133 , 压迫组件 131配合被紧固组件 133压迫紧固组件 132生成预应力进而紧固被紧固组件 133 , 被紧固组件 133固定于玻璃幕墙 2上， 压迫组件 131位置可调节地固定于框架 11上；
为便于描述现在该实施例中作以下定义： 以玻璃幕墙 2的水平安装方向作为 X轴方向， 以玻璃幕墙 2的厚度方向作为 Y轴方向，以玻璃幕墙 2的垂直安装方向作为 Z轴方向， 且 X 轴垂直于所述 Y轴， Z轴垂直于 X轴与 Y轴构成的平面； 其中：
请参阅图 9~12, 紧固组件 131 包括两个对称夹持于被紧固组件 133两侧的弓形臂， 其 材料应选用具有相当强度， 同时兼具一定弹性与韧性的材料， 如金属、 工程塑料、 高分子材 料等； 两弓形臂之间夹设形成一围合空间 1320, 弓形臂包括一第一力臂 1321与一连接第一 力臂 1321的第二力臂 1322, 第一力臂 1321与第二力臂 1322的连接处形成一滑移端 1323 , 该滑移端 1323呈圆弧面或斜面可以保证在滑移过程中产生的阻力更小； 第一力臂 1321于远 离第二力臂 1322的一侧形成一受压端 1324, 该受压端 1324向下延伸形成有一旋转定位棱 1326； 第二力臂 1322于远离第一力臂 1321的一侧形成一紧固端 1325, 紧固端 1325上结合 有一压片 1327; 且第二力臂 1322与紧固端 1325的连接区域向内凹陷形成一压片位置调节 区 1328, 通过该压片位置调节区 1328可在紧固过程中实现压片 1327微小的自身位置调节， 以使其更平整地贴附翼板 1332; 第一力臂 1321的受压端 1324接受压迫组件 131的压迫并 配合被紧固组件 133驱使第一力臂 1321与第二力臂 1322生成预应力。在本实施例中第一力 臂 1321为一短直臂， 第二力臂 1322为一弧形臂， 且第二力臂 1322的厚度自滑移端 1323至 紧固端 1325形成一由厚至薄的渐变， 该种结构可以保证整个弧形臂充分和均匀形变， 不易 折断； 进一步的， 两弓形臂在两受压端 1324之间通过设置一弧形变形区 1329进行连接， 当 第一力臂 1321的受压端 1324受压时， 弧形变形区 1329 自弧形被压迫成为直线型， 弧形变 形区 1329的受压变形过程请参阅图 16; 弧形变形区 1329的设计保证了紧固组件 132具有 一定的延展空间； 紧固组件 132于两受压端 1324及弧形变形区 1329相互结合的区域沿 Y 轴方向贯穿设有一通孔。
配合图 7~8、 11-14所示， 压迫组件 131包括压力板 1311和压力块 1312, 框架 11向玻 璃幕墙 2方向延伸且分别向两边翻折形成两压力板 1311 , 压力板 1311进一步翻折形成平台 13111 , 两压力板 1311之间形成一紧固槽 13112, 紧固槽 13112槽口两侧向内侧延伸形成限 位部 13113;
压力板 1311设置于第一力臂 1321的外侧，弓形臂的两滑移端 1323抵靠于压力板 1311; 压力块 1312设置于第一力臂 1321的内侧， 弓形臂的两受压端 1324抵靠于压力块 1312; 压 力块 1312的上表面中部配合旋转定位棱 1326设置了两条通长的旋转定位槽 13124, 该旋转 定位槽 13124的半径等于或略大于旋转定位棱 1326的半径， 这样当整个紧固组件 132在实 施紧固过程中， 旋转定位棱 1326可以有效地在旋转定位槽 13124内定位与进行转动， 两滑 移端 1323才会在压力板 1311的表面仅沿相互远离的位移方向位移。
请参阅图 11、 15, 被紧固组件 133—侧紧固于玻璃幕墙 2上， 玻璃幕墙 2和被紧固组 件 133之间通过结构胶 23粘合， 另一侧形成一翼板 1332; 弓形臂的两紧固端 1325抵靠于 翼板 1332的两侧面。
请参阅图 3-14, 当当前玻璃幕墙 2需要在室内进行安装时， 当前位置的压力板 1311形 成槽型孔， 釆用呈块状且中部结合有螺栓的第一压力块 1312, 第一压力块 1312通过形成于 第一压力块 1312的螺栓与压力板 1311紧固且该螺栓穿设于槽型孔内，压迫弓形臂的两受压 端 1324向压力板 1311方向位移， 弓形臂的两滑移端 1323于压力板 1311表面发生相互远离 的位移， 弓形臂的两紧固端 1325受到翼板 1332的限位， 从而驱使第一力臂 1321与第二力 臂 1322生成预应力紧固翼板 1332。 下面配合图 17来进一步说明整个紧固过程的工作原理， 弓形臂的两受压端 1324在第一压力块 1312的压迫作用下向压力板 1311方向位移， 通过旋 转定位棱 1326与旋转定位槽 13124的配合保证了安装于框架 11竖向龙骨的紧固组件 132的 受压端 1324在移动过程中不发生 X、 Z轴方向上的偏移， 两个弓形臂受压端 1324之间的距 离在紧固过程中是可控不变的，同时两滑移端 1323抵靠于压力板 1311沿 X轴方向发生相互 远离的位移，而两紧固端 1325沿 X轴方向发生相互靠近的位移直至抵靠于翼板 1332的侧面， 因此两紧固端 1325的压板 1327间的距离也是可控的， 其在翼板 1332上的紧固位置点也是 可控的；进一步通过压力块 1312压迫两受压端 1324沿 Y轴方向上位移，进而驱使两滑移端 1323沿 X轴方向继续远离， 而两紧固端 1325此时受到抵靠于翼板 1332的侧面并由此受到 限位， 第一力臂 1321及第二力臂 1322由此发生形变并生成预应力， 至此第二安装模块 13 达到紧固状态，翼板 1332获得紧固。安装于框架 11横向龙骨的紧固组件 132的受压端 1324 在移动过程中不发生 X、 Z轴方向上的偏移； 两个弓形臂受压端 1324之间的距离在紧固过 程中是可控不变的，同时两滑移端 1323抵靠于压力板 1311沿 Z轴方向发生相互远离的位移， 而两紧固端 1325沿 Z轴方向发生相互靠近的位移直至抵靠于翼板 1332的侧面，因此两紧固 端 1325的压片 1327间的距离也是可控的， 其在翼板 1332上的紧固位置点也是可控的； 进 一步通过压力块 1312压迫两受压端 1324沿 Y轴方向上位移， 进而驱使两滑移端 1323沿 Z 轴方向继续远离， 而两紧固端 1325此时受到抵靠于翼板 1332的侧面并由此受到限位， 第一 力臂 1321及第二力臂 1322由此发生形变并生成预应力， 至此第二安装模块 13达到紧固状 态， 翼板 1332获得紧固。 同样的， 当预应力需要解除时， 只要将螺栓松开， 弓形臂的形变 会恢复到之前未紧固状态， 此时预应力自动消失， 整个紧固系统模块的部件都是可逆的、 无 损耗的和再次重复使用的， 不仅节约了成本， 同时也非常环保。
第一压力块 1312通过形成于第一压力块 1312的螺栓与压力板 1311紧固， 该螺栓穿设 于槽型孔内， 当紧固组件 132连接于框架 11的竖向龙骨时， 第一压力块 1312通过槽型孔沿 X轴方向进行位置调整， 翼板 1332通过围合空间 1320进行 Y轴方向与 Z轴方向的位置调 整； 当紧固组件 132连接于框架 11的横向龙骨时， 第一压力块 1312通过槽型孔沿 Z轴方向 进行位置调整， 翼板 1332通过围合空间 1320进行 X轴方向与 Y轴方向的位置调整。
本发明第一实施例的隐框玻璃幕墙安装结构可以选择室内外两种安装方式来安装玻璃 幕墙 2, 当在室内进行玻璃幕墙 2的安装时， 首先将安装底盘 1定位固定于建筑主体 3上， 然后确定玻璃幕墙 2相对于安装底盘 1中框架 11的预设安装位置； 玻璃幕墙 2与被紧固组 件 133的制作与安装均可在工厂内完成， 两者通过结构胶 23粘合； 将玻璃幕墙 2设置于预 设安装位置，之后可通过压力板 1311上的槽型孔将紧固组件调整至对应翼板 1332的合适位 置， 并将压力块 1312抵靠第一力臂 1321内侧并将两紧固端 1325搁置于被紧固件 133翼板 1332的两侧； 在保证玻璃幕墙 2不移动的基础上， 从室内在压力板 1311靠近建筑主体的一 侧通过螺栓预紧压力板 1311与压力块 1312, 压力块 1312压迫弓形臂的两受压端 1324向压 力板 1311方向位移， 弓形臂的两滑移端 1323于压力板 1311的表面发生相互远离的位移， 弓形臂的两紧固端 1325受到翼板 1332的限位，从而驱使第一力臂 1321与第二力臂 1322生 成预应力预紧固翼板 1332; 同时当紧固组件 132固定于框架 11的竖向龙骨时翼板 1322通 过围合空间 1320进行 Y轴方向和 Z轴方向的位置调整后完全紧固； 当紧固组件 132固定于 框架 11的横向龙骨时翼板 1322通过围合空间 1320进行 X轴方向和 Y轴方向的位置调整后 完全紧固， 实现玻璃幕墙 2在预设安装位置的精确固定。
请参阅图 18-19、 26-28, 当当前玻璃幕墙 2需要在室外进行安装时， 当前位置釆用第二 压力块 1312，， 第二压力块 1312，的第一侧延伸出两组对称的力臂 13121 , 力臂 13121上对应 紧固槽 13112开设有通孔； 且力臂 13121的端部向上延伸形成一限位块 13122, 第二压力块 1312，的第二侧对应平台 13111形成有两组对称的支点 13123 , 弓形臂的两滑移端 1323抵靠 于压力板 1311; 第二压力块 1312，设置于第一力臂 1321的内侧， 弓形臂的两受压端 1324抵 靠于第二压力块 1312，； 两个弓形臂分别自第二压力块 1312，的两组力臂 13121与两组支点 13123之间穿过；
弓形臂的两紧固端 1325抵靠于翼板 1332的两侧面； 支点 13123架设于平台 13111上； 请参阅图 20-28,通过螺栓贯穿力臂 13121上的通孔与紧固槽 13112紧固压力板 1311与 第二压力块 1312，， 压迫弓形臂的两受压端 1324向压力板 1311方向位移， 弓形臂的两滑移 端 1323于压力板 1311表面发生相互远离的位移， 弓形臂的两紧固端 1325受到翼板 1332的 限位， 从而驱使第一力臂 1321与第二力臂 1322生成预应力紧固翼板 1332。
力臂 13121上的通孔为一槽型孔， 当紧固组件 132连接于框架 11的竖向龙骨时， 第二 压力块 1312，通过穿设于槽型孔内的螺栓沿 X轴方向进行位置调整， 翼板 1332通过围合空 间 1320进行 Y轴方向与 Z轴方向的位置调整； 当紧固组件 132连接于框架 11的横向龙骨 时， 第二压力块 1312，通过槽型孔沿 Z轴方向进行位置调整， 翼板 1332通过围合空间 1320 进行 X轴方向与 Y轴方向的位置调整。
请参阅图 18-28, 进行玻璃幕墙 2的室外安装时， 首先将安装底盘 1定位固定于建筑主 体 3上， 然后确定玻璃幕墙 2相对于安装底盘 1中框架 11的预设安装位置； 玻璃幕墙 2与 被紧固组件 133的制作与安装均可在工厂内完成， 两者通过结构胶 23粘合； 将玻璃幕墙 2 设置于预设安装位置， 之后将紧固组件 132的两个弓形臂分别自第二压力块 1312，的两组力 臂 13121与两组支点 13123之间穿过，并将其与第二压力块 1312，放置于对应翼板 1332的合 适位置；第二压力块 1312，抵靠第一力臂 1321内侧并将两紧固端 1325搁置于被紧固组件 133 翼板 1332的两侧， 且将支点 13123架设于平台 13111上； 在保证玻璃幕墙 2不移动的基础 上，从室外通过相邻玻璃幕墙 2之间的间隙使用螺栓贯穿力臂 13121上的通孔和压力板 1311 之间的紧固槽 13112, 预紧压力板 1311与第二压力块 1312，， 第二压力块 1312，压迫弓形臂 的两受压端 1324向压力板 1311方向位移， 弓形臂的两滑移端 1323于压力板 1311的表面发 生相互远离的位移， 弓形臂的两紧固端 1325受到翼板 1332的限位，从而驱使第一力臂 1321 与第二力臂 1322生成预应力预紧固翼板 1332; 同时当紧固组件 132固定于框架 11的竖向 龙骨时， 翼板 1332通过围合空间 1320进行 Y轴方向和 Z轴方向的位置调整后完全紧固； 当紧固组件 132固定于框架 11的横向龙骨时翼板 1332通过围合空间 1320进行 X轴方向和 Y轴方向的位置调整后完全紧固， 实现玻璃幕墙 2在预设安装位置的精确固定。
另外， 请参阅 5-8、 22-25, 可在框架 11与被紧固组件 133之间的两侧分别安装一装饰 板 14, 装饰板 14遮盖框架 11与被紧固组件 133之间的空间， 使得安装结构外部更为美观； 且装饰板 14与被紧固组件 133之间通过密封胶条 15密封，相邻玻璃幕墙 2之间通过发泡材 料 21和耐候胶 22密封。
请参阅图 8, 当第二安装模块 13 固定于框架 11的横向龙骨时， 第二安装模块 13还可 设置托条 134, 托条 134呈 L形， 一端抵靠一上部翼板 1332的下侧面， 另一端通过螺栓配 合设置于紧固槽 13112内的螺母紧固于框架 11上。
请参阅图 35-36、 42-43 ,在本发明的第二较佳实施例中，其主要结构与第一实施例相同， 区别在于： 框架 11向玻璃幕墙 2方向延伸形成被紧固组件 133 , 被紧固组件 133为两间隔 分布的翼板 1332; 框架 11的两侧分别向玻璃幕墙 2方向延伸形成装饰板 14, 装饰板 14遮 盖框架 11与型材 1313之间的空间。
请参阅图 44-45, 玻璃幕墙 2与型材 1313通过结构胶 23粘合； 压力板 1311包括一板体 13111和一垂直形成于板体 13111的连接板 13112;压力板 1311通过板体 13111的一端部和 连接板 13112螺接于型材 1313并通过型材 1313与玻璃幕墙 2紧固连接。
请参阅图 37-41 , 压迫组件 131包括压力板 1311和压力块 1312, 压力板 1311通过一型 材 1313紧固于玻璃幕墙 2, 压力板 1311设置于第一力臂 1321的外侧， 弓形臂的两滑移端 1323抵靠于压力板 1311;压力块 1312设置于第一力臂 1321的内侧，弓形臂的两受压端 1324 抵靠于压力块 1312, 弓形臂的两紧固端 1325抵靠于相邻翼板 1332的两侧面。
通过螺栓贯穿紧固压力板 1311与压力块 1312, 压迫弓形臂的两受压端 1324向压力板 1311方向位移， 弓形臂的两滑移端 1323于压力板 1311表面发生相互远离的位移， 弓形臂 的两紧固端 1325受到翼板 1332的限位，从而驱使第一力臂 1321与第二力臂 1322生成预应 力紧固相邻翼板 1332。
压力板 1311开设有一槽型孔， 当紧固组件 132 固定于框架 11 的竖向龙骨时， 压力块 1312通过穿设于槽型孔内的螺栓沿 X轴方向进行位置调整， 紧固组件 132在翼板 1332的两 侧通过的围合空间 1320进行 Y轴方向与 Z轴方向的位置调整； 当紧固组件 132固定于框架 11的横向龙骨时， 压力块 1312通过穿设于槽型孔内的螺栓沿 Z轴方向进行位置调整； 且紧 固组件 132在翼板 1332的两侧通过围合空间 1320进行 X轴方向与 Y轴方向的位置调整。
请参阅图 29-41 , 当安装玻璃幕墙 2时， 首先将安装底盘 1定位固定于建筑主体 3上， 然后确定玻璃幕墙 2相对于安装底盘 1中框架 11的预设安装位置； 玻璃幕墙 2与型材 1313 的制作与安装均可在工厂内完成， 两者通过结构胶 23粘合； 之后， 将压力板 1311通过螺栓 固定于型材 1313上； 将紧固组件 132的两个弓形臂与压力块 1312放置于压力板 1311与框 架 11之间， 接着将玻璃幕墙 2设置于预设安装位置， 压力块 1312抵靠第一力臂 1321内侧 并将紧固组件 132放置于对应翼板 1332的合适位置且将两紧固端 1325搁置于翼板 1332的 两侧； 在保证玻璃幕墙 2不移动的基础上， 从室外通过相邻玻璃幕墙 2之间的间隙使用螺栓 预紧压力板 1311与压力块 1312, 压力块 1312压迫弓形臂的两受压端 1324向压力板 1311 方向位移， 弓形臂的两滑移端 1323于压力板 1311的表面发生相互远离的位移， 弓形臂的两 紧固端 1325受到翼板 1332的限位，从而驱使第一力臂 1321与第二力臂 1322生成预应力预 紧固翼板 1332; 同时当紧固组件 132固定于框架 11的竖向龙骨时， 弓形臂的两紧固端 1325 通过围合空间 1320在翼板 1332两侧面进行 Y轴方向和 Z轴方向的位置调整后完全紧固； 当紧固组件 132固定于框架 11的横向龙骨时弓形臂的两紧固端 1325通过围合空间 1320在 翼板 1332两侧面进行 X轴方向和 Y轴方向的位置调整后完全紧固， 实现玻璃幕墙 2在预设 安装位置的精确固定。
请参阅图 36, 当第二安装模块 13固定于框架 11的横向龙骨时， 第二安装模块 13还可 设置托条 134, 托条 134—侧向幕墙方向延伸形成一支撑片 1341 , 支撑片 1341抵靠上部型 材 1313的下侧面， 托条 134的两端向框架 11方向延伸形成两呈 L形的固定端 1342并通过 固定端 1342螺接于框架 11。 请参阅图 54-58, 在本发明的第三较佳实施例中， 其主要结构与第一、 二实施例相同， 区别在于：压迫组件 131中部两侧向内凹陷形成与紧固组件 132两弓形臂内侧配合的压力部 1312, 压迫组件 131的压力部 1312夹设于两弓形臂之间； 框架 11靠近玻璃幕墙 2的一第一 侧面形成一紧固槽 111 , 紧固槽槽口形成限位部 112;
请参阅图 54-55, 59-60, 玻璃幕墙 2与型材 1313通过结构胶 23粘合； 被紧固组件 133 一侧通过一型材 1313固定于玻璃幕墙 2上， 另一侧形成翼板 1332; 弓形臂的两紧固端抵靠 于翼板 1332的两侧面；
被紧固组件 133包括一板体 1331 , 翼板 1332形成于板体 1331的一侧端部； 板体 1331 的另一侧形成一垂直形成于板体 1331的连接板 1333; 被紧固组件 133通过板体 1331的一 端部和连接板 1333螺接于型材 1313并通过型材 1313与玻璃幕墙 2紧固连接。
通过螺栓贯穿紧固压迫组件 131的端部与设置于紧固槽 111内的对应的螺母， 紧固压迫 组件 131与框架 11的第一侧面，压迫弓形臂的两受压端 1324向框架 11第一侧面方向位移， 弓形臂的两滑移端 1323于第一侧面表面发生相互远离的位移， 弓形臂的两紧固端 1325受到 翼板 1332的限位， 从而驱使弓形臂生成预应力紧固翼板 1332。
请参阅图 48-51 , 压迫组件 131的两端分别开设有一槽型孔， 当第二安装模块 13安装于 框架 11的竖向龙骨时，压迫组件 131通过穿设于槽型孔内的螺栓沿 X轴方向进行位置调整； 紧固组件 132在翼板 1332的两侧通过围合空间 1320进行 Y轴方向与 Z轴方向的位置调整。
请参阅图 46-55, 当安装玻璃幕墙 2时， 首先将安装底盘 1定位固定于建筑主体 3上， 然后确定玻璃幕墙 2相对于安装底盘 1中框架 11的预设安装位置； 玻璃幕墙 2与型材 1313 的制作与安装均可在工厂内完成， 两者通过结构胶 23粘合， 通过螺栓将被紧固组件 133紧 固于型材 1313上； 然后将玻璃幕墙 2设置于预设安装位置， 将压迫组件 131的压力部 1312 夹设于两弓形臂之间并将两紧固端 1325搁置于被紧固组件 133翼板 1332的两侧；压迫组件 131可通过穿设于槽型孔内的螺栓沿槽型孔方向进行位置调整； 在保证玻璃幕墙 2不移动的 基础上， 从室外通过相邻玻璃幕墙 2之间的间隙用螺栓预紧压迫组件 131和设置于紧固槽 111 内的螺母， 压迫组件 131的压力部 1312压迫弓形臂的两受压端 1324向框架 11方向位 移， 弓形臂的两滑移端 1323于框架 11的表面发生相互远离的位移， 弓形臂的两紧固端 1325 受到翼板 1332的限位， 从而驱使弓形臂生成预应力预紧固翼板 1332; 同时当紧固组件 132 固定于框架 11的竖向龙骨时弓形臂的两紧固端 1325通过围合空间 1320在翼板 1332两侧面 进行 Y轴方向和 Z轴方向的位置调整后完全紧固； 当紧固组件 132固定于框架 11的横向龙 骨时弓形臂的两紧固端 1325通过围合空间 1320在翼板 1332两侧面进行 X轴方向和 Y轴方 向的位置调整后完全紧固， 实现玻璃幕墙 2在预设安装位置的精确固定。 请参阅图 53 , 当 第二安装模块 13 固定于框架 11的横向龙骨时， 第二安装模块 13还可设置托条 134, 托条 134—侧向幕墙方向延伸形成一支撑片 1341 , 支撑片 1341抵靠上部型材 1313的下侧面， 托 条 134的两端向框架 11方向延伸形成两呈 L形的固定端 1342并通过固定端 1342螺接于框 架 11。
请参阅图 61 , 另外， 本发明中压片 1327与翼板 1332的表面可形成相互配合的倒齿， 为便于描述以与翼板 1332水平的方向为 A方向， 以垂直于翼板 1332的方向为 B方向， 倒 齿的釆用除了能够提供常规锯齿防止压片 1327与翼板 1332在 A方向的偏移的功能外，同时 还防止了压片 1327与翼板 1332在 B方向可能发生的松动， 从而进一步加强了压片 1327与 翼板 1332之间的连接强度。
进一步参阅图 62-74所示， 为本发明的安装结构在各类实际工程中的应用示意图。 以上结合附图实施例对本发明进行了详细说明，本领域中普通技术人员可根据上述说明 对本发明做出种种变化例。 因而， 实施例中的某些细节不应构成对本发明的限定， 本发明将 以所附权利要求书界定的范围作为本发明的保护范围。

Claims

权 利 要 求 书
1. 一种隐框玻璃幕墙安装结构， 包括建筑主体以及安装于所述建筑主体上的玻璃幕墙， 其特征在于， 所述安装结构还包括一安装底盘， 所述玻璃幕墙通过所述安装底盘调节至设定 位置并进行紧固， 且在紧固过程中所述玻璃幕墙的位置不发生改变。
2. 如权利要求 1所述的隐框玻璃幕墙安装结构， 其特征在于： 所述安装底盘包括框架、 第一安装模块以及第二安装模块， 所述框架通过所述第一安装模块安装于所述建筑主体上， 所述玻璃幕墙通过所述第二安装模块调节至设定位置并紧固于所述框架上，且在紧固过程中 所述玻璃幕墙的位置不发生改变。
3. 如权利要求 2所述的隐框玻璃幕墙安装结构， 其特征在于： 所述第一安装模块包括 至少一个型钢连接件， 所述型钢连接件的第一端固接于所述建筑主体， 所述型钢连接件的第 二端开设有槽型孔并通过穿设于所述槽型孔中的螺栓连接所述框架。
4. 如权利要求 3所述的隐框玻璃幕墙安装结构， 其特征在于： 所述第二安装模块包括 压迫组件、 紧固组件以及被紧固组件，
所述被紧固组件固定于所述框架上， 所述压迫组件位置可调节地固定于所述玻璃幕墙 上；
或者， 所述被紧固组件固定于所述玻璃幕墙上， 所述压迫组件位置可调节地固定于所述 框架上；
通过所述压迫组件与被紧固组件的配合压迫所述紧固组件生成预应力进而紧固所述被 紧固组件， 其中：
所述紧固组件包括两个对称夹持于所述被紧固组件两侧的弓形臂， 两弓形臂之间夹设形 成一围合空间， 所述弓形臂包括一第一力臂与一连接所述第一力臂的第二力臂， 所述第一力 臂与所述第二力臂的连接处形成一滑移端，所述第一力臂于远离所述第二力臂的一侧形成一 受压端， 所述第二力臂于远离所述第一力臂的一侧形成一紧固端， 所述第一力臂的受压端接 受所述压迫组件的压迫并配合所述被紧固组件驱使所述第一力臂与第二力臂生成预应力。
5. 如权利要求 4所述的隐框玻璃幕墙安装结构， 其特征在于： 所述压迫组件包括压力 板和压力块， 所述框架向所述玻璃幕墙方向延伸且翻折形成所述压力板， 所述压力板设置于 所述第一力臂的外侧， 所述弓形臂的两滑移端抵靠于所述压力板； 所述压力块设置于所述第 一力臂的内侧， 所述弓形臂的两受压端抵靠于所述压力块；
所述被紧固组件一侧紧固于所述玻璃幕墙上， 另一侧形成一翼板； 所述弓形臂的两紧固 端抵靠于所述翼板的两侧面；
通过螺栓贯穿紧固所述压力板与压力块，压迫所述弓形臂的两受压端向所述压力板方向 位移， 所述弓形臂的两滑移端于所述压力板表面发生相互远离的位移， 所述弓形臂的两紧固 端受到所述翼板的限位， 从而驱使所述第一力臂与所述第二力臂生成预应力紧固所述翼板。
6. 如权利要求 5所述的隐框玻璃幕墙安装结构， 其特征在于：
所述压力板形成槽型孔， 所述压力块通过穿设于所述槽型孔内的螺栓与所述压力板紧 固， 并通过所述槽型孔沿一第一方向进行位置调整； 所述翼板通过所述围合空间进行一第二 方向与一第三方向的位置调整。
7. 如权利要求 4所述的隐框玻璃幕墙安装结构， 其特征在于： 所述压迫组件包括压力 板和压力块， 所述框架向所述玻璃幕墙方向延伸且分别向两边翻折形成两所述压力板， 所述 压力板进一步翻折形成平台， 两所述压力板之间形成一紧固槽， 所述紧固槽槽口两侧向内侧 延伸形成限位部；
所述压力块的第一侧延伸出两组对称的力臂， 所述力臂上对应所述紧固槽开设有通孔； 且所述力臂的端部向上延伸形成一限位块，所述压力块的第二侧对应所述平台形成有两组对 称的支点， 所述弓形臂的两滑移端抵靠于所述压力板； 所述压力块设置于所述第一力臂的内 侧， 所述弓形臂的两受压端^ I氏靠于所述压力块； 所述两个弓形臂分别自所述压力块的两组力 臂与两组支点之间穿过；
所述被紧固组件一侧紧固于所述玻璃幕墙上， 另一侧形成一翼板； 所述弓形臂的两紧固 端抵靠于所述翼板的两侧面； 所述支点架设于所述平台上；
通过螺栓贯穿所述通孔与设置于所述紧固槽内的螺母紧固所述压力板与所述压力块，压 迫所述弓形臂的两受压端向所述压力板方向位移，所述弓形臂的两滑移端于所述压力板表面 发生相互远离的位移， 所述弓形臂的两紧固端受到所述翼板的限位， 从而驱使所述第一力臂 与所述第二力臂生成预应力紧固所述翼板。
8. 如权利要求 7所述的隐框玻璃幕墙安装结构， 其特征在于， 所述通孔为一槽型孔， 所述压力块通过穿设于所述槽型孔内的螺栓沿一第一方向进行位置调整；所述翼板通过所述 围合空间进行一第二方向与一第三方向的位置调整。
9. 如权利要求 4所述的隐框玻璃幕墙安装结构， 其特征在于： 所述框架向所述玻璃幕 墙方向延伸形成所述被紧固组件， 所述被紧固组件为两间隔分布的翼板；
所述压迫组件包括压力板和压力块， 压力板通过一型材紧固于所述玻璃幕墙， 所述压力 板设置于所述第一力臂的外侧， 所述弓形臂的两滑移端抵靠于所述压力板； 所述压力块设置 于所述第一力臂的内侧， 所述弓形臂的两受压端^ I氐靠于所述压力块， 所述弓形臂的两紧固端 抵靠于相邻所述翼板的两侧面；
通过螺栓贯穿紧固所述压力板与所述压力块，压迫所述弓形臂的两受压端向所述压力板 方向位移， 所述弓形臂的两滑移端于所述压力板表面发生相互远离的位移， 所述弓形臂的两 紧固端受到所述翼板的限位，从而驱使所述第一力臂与所述第二力臂生成预应力紧固相邻所 述翼板。
10. 如权利要求 9所述的隐框玻璃幕墙安装结构， 其特征在于， 所述压力板开设有一槽 型孔， 所述压力块通过穿设于所述槽型孔内的螺栓沿一第一方向进行位置调整； 所述紧固组 件在翼板两侧通过所述围合空间进行一第二方向与一第三方向的位置调整。
11. 如权利要求 4所述的隐框玻璃幕墙安装结构， 其特征在于： 所述压迫组件中部两侧 向内凹陷形成与所述紧固组件两弓形臂内侧配合的压力部，所述压迫组件的压力部夹设于所 述两弓形臂之间； 所述框架靠近所述玻璃幕墙的一第一侧面形成一紧固槽， 所述紧固槽槽口 形成限位部；
所述被紧固组件一侧通过一型材固定于所述玻璃幕墙上， 另一侧形成所述翼板； 所述弓 形臂的两紧固端抵靠于所述翼板的两侧面；
通过螺栓贯穿紧固所述压迫组件的端部与设置于所述紧固槽内的对应的螺母， 紧固所述 压迫组件与框架的第一侧面， 压迫所述弓形臂的两受压端向所述框架第一侧面方向位移， 所 述弓形臂的两滑移端于所述第一侧面表面发生相互远离的位移，所述弓形臂的两紧固端受到 所述翼板的限位， 从而驱使所述第一力臂与所述第二力臂生成预应力紧固所述翼板。
12. 如权利要求 11所述的隐框玻璃幕墙安装结构， 其特征在于， 所述压迫组件的两端 分别开设有一槽型孔，所述压迫组件通过穿设于所述槽型孔内的螺栓沿一第一方向进行位置 调整； 所述紧固组件在翼板两侧通过所述围合空间进行一第二方向与一第三方向的位置调 整。
13. 如权利要求 4~12中任一项所述的隐框玻璃幕墙安装结构， 其特征在于： 所述弓形 臂的受压端之间通过一弧形变形区连接。
14. 如权利要求 4~12中任一项所述的隐框玻璃幕墙安装结构， 其特征在于： 所述弓形 臂的滑移端呈圆弧面或斜面。
15. 如权利要求 4~12中任一项所述的隐框玻璃幕墙安装结构， 其特征在于所述第二力 臂的厚度自所述滑移端至所述紧固端形成一由厚至薄的渐变。
16. 如权利要求 4~12中任一项所述的隐框玻璃幕墙安装结构， 其特征在于： 所述紧固 端上结合有一压片， 所述压片表面设有与所述翼板配合的倒齿。
17.—种应用权利要求 1~12中任一项所述的隐框玻璃幕墙安装结构的对玻璃幕墙进行安 装的方法。
PCT/CN2014/077221 2013-05-16 2014-05-12 隐框玻璃幕墙安装结构及安装隐框玻璃幕墙的方法 WO2014183595A1 (zh)

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