阅读说明：本技术 一种全玻剪力墙外包摩擦式抗震连接节点及全玻剪力墙 (All-glass shear wall outsourcing friction type anti-seismic connecting node and all-glass shear wall ) 是由 贾良玖 项平 刘洪良 于 2021-09-18 设计创作，主要内容包括：本发明公开了一种全玻剪力墙外包摩擦式抗震连接节点及全玻剪力墙,属于建筑领域,连接节点包括包括夹层玻璃剪力墙、第一连接件和第二连接件；第一连接件的两个相对端分别设置有层压凹槽和连接凹槽,夹层玻璃剪力墙、第二连接件分别嵌装在层压凹槽、连接凹槽内,第二连接件突出于连接凹槽以在使用时连接地面或者楼板；夹层玻璃剪力墙与第一连接件层压连接,第二连接件与第一连接件通过螺栓可拆卸连接,第二连接件上设置有供所述螺栓穿过的通孔,通孔的直径大于螺栓的直径以使第一连接件与第二连接件在超过阈值的剪力下相对滑移。本发明可精准控制全玻剪力墙的损伤程度,并保证全玻剪力墙正常使用状态及地震作用时处于弹性状态,同时呈现延性特征。(The invention discloses an all-glass shear wall and an externally-wrapped friction type anti-seismic connecting node thereof, belonging to the field of buildings, wherein the connecting node comprises a sandwich glass shear wall, a first connecting piece and a second connecting piece; the two opposite ends of the first connecting piece are respectively provided with a laminated groove and a connecting groove, the laminated glass shear wall and the second connecting piece are respectively embedded in the laminated groove and the connecting groove, and the second connecting piece protrudes out of the connecting groove to be connected with the ground or a floor slab when in use; the laminated glass shear wall is connected with the first connecting piece in a laminating mode, the second connecting piece is detachably connected with the first connecting piece through a bolt, a through hole for the bolt to penetrate through is formed in the second connecting piece, and the diameter of the through hole is larger than that of the bolt so that the first connecting piece and the second connecting piece can slide relatively under the shearing force exceeding a threshold value. The invention can accurately control the damage degree of the full-glass shear wall, ensure the full-glass shear wall to be in an elastic state in a normal use state and earthquake action, and simultaneously present the ductility characteristic.)

1. The utility model provides a full glass shear force wall outsourcing friction formula antidetonation connected node which characterized in that: the laminated glass shear wall comprises a laminated glass shear wall, a first connecting piece and a second connecting piece; the laminated glass shear wall and the second connecting piece are respectively embedded in the laminated groove and the connecting groove, and the second connecting piece protrudes out of the connecting groove so as to be connected with the ground or a floor slab when in use; the laminated glass shear wall is connected with the first connecting piece in a laminated mode, the second connecting piece is detachably connected with the first connecting piece through a bolt, correspondingly, a bolt hole matched with the bolt is formed in the first connecting piece, a through hole for the bolt to penetrate through is formed in the second connecting piece, and the diameter of the through hole is larger than that of the bolt so that the first connecting piece and the second connecting piece can slide relatively under the shearing force exceeding a threshold value.

2. The all-glass shear wall outsourcing friction type earthquake-resistant connection node according to claim 1, wherein: the laminated glass shear wall comprises at least two layers of glass panels which are arranged in a stacked mode, and a laminated glass intermediate film is arranged between every two adjacent layers of glass panels.

3. The all-glass shear wall outsourcing friction type earthquake-resistant connection node according to claim 1, wherein: and a laminated glass intermediate film is arranged between the inner wall of the laminating groove and the surface of the laminated glass shear wall.

4. The all-glass shear wall outsourcing friction type earthquake-resistant connection node according to claim 1, wherein: the bolt is a high-strength friction type bolt.

5. The all-glass shear wall outsourcing friction type earthquake-resistant connection node according to claim 1, wherein: the metal friction plate is arranged in the connecting groove, and a bolt hole matched with the bolt is formed in the metal friction plate; and the metal friction plates are arranged on two sides of the second connecting piece to isolate the first connecting piece from the second connecting piece.

6. The all-glass shear wall outsourcing friction type earthquake-resistant connection node according to claim 5, wherein: the hardness of the metal friction plate is different from that of the second connecting piece.

7. The utility model provides a full glass shear force wall of friction formula antidetonation which characterized in that: comprising a connection node according to any of claims 1-6; the top end and the bottom end of the laminated glass shear wall are both connected with the first connecting pieces, and each first connecting piece is connected with the second connecting piece through a bolt.

8. The friction type earthquake-resistant full-glass shear wall according to claim 7, characterized in that: the laminated glass shear wall comprises a laminated glass shear wall body and is characterized by also comprising at least one laminated glass rib, wherein the laminated glass rib is connected to the same side surface of the laminated glass shear wall body through silicone structural adhesive, and the laminated glass rib is arranged along the vertical height direction and is vertical to the laminated glass shear wall body; when one laminated glass rib is arranged, the laminated glass rib is arranged at the left end or the right end of the laminated glass shear wall, so that the cross section of the friction type anti-seismic full-glass shear wall is L-shaped; when the number of the laminated glass ribs is two, the two laminated glass ribs are symmetrically arranged at the left end and the right end of the same side face of the laminated glass shear wall, so that the cross section of the friction type anti-seismic full-glass shear wall is U-shaped.

9. The utility model provides a full glass shear wall structure system of friction formula antidetonation which characterized in that: the friction type anti-seismic full-glass shear wall comprises a plurality of friction type anti-seismic full-glass shear walls as claimed in claim 6, wherein the side edges of the friction type anti-seismic full-glass shear walls are sequentially connected and enclose a circumferentially closed polygonal structure, and the side edges of two adjacent friction type anti-seismic full-glass shear walls are connected through silicone structural adhesive; and the inner surface of the friction type anti-seismic full-glass shear wall is connected with a sandwich glass rib through silicone structural adhesive, and the clamping glass rib is perpendicular to the friction type anti-seismic full-glass shear wall.

10. The friction type earthquake-resistant full-glass shear wall structure system according to claim 9, wherein: in a polygonal structure formed by encircling a plurality of friction type anti-seismic full-glass shear walls, one side, far away from a corner, of the friction type anti-seismic full-glass shear wall at the corner is connected with the laminated glass rib, and two sides of the friction type full-glass shear wall at the non-corner are symmetrically connected with the laminated glass rib.

Technical Field

The invention relates to the technical field of buildings, in particular to an all-glass shear wall wrapped friction type anti-seismic connecting node and an all-glass shear wall.

Background

In recent years, with the continuous improvement of manufacturing processes and design techniques, glass is becoming a structural material directly bearing the load, and is not limited to building envelope members and decorative members. Glass is applied to building structures, on one hand, the daylighting property of buildings is increased by fully utilizing the excellent light transmittance of materials, on the other hand, the aesthetic property is added to meet the visual effect of the buildings, and therefore the glass is widely concerned by architects, building owners and people in society. A series of innovations of taking glass as a structural stress system are continuously provided, the innovations are as small as glass beams, columns and floor slabs and as large as glass stairs, gallery bridges and house roofs and as large as full-glass structural systems, such as American apple company exclusive shops which are extremely rich in novelty, attractiveness and architectural effects.

At present, the study of the anti-seismic performance of the glass structure by scholars at home and abroad mainly focuses on the glass curtain wall, the glass panel of the curtain wall has higher interlayer deformation capacity through reasonable node design, and the anti-seismic performance of the whole structure is increased, and the study on the anti-seismic performance of the directly bearing full glass structure node, member and system is still urgently needed to be carried out.

Glass is an ideal isotropic brittle material and generally cannot rely on the glass member itself to effectively dissipate seismic energy input to the structure. In the traditional all-glass structure earthquake-resistant design concept, the earthquake-resistant capacity of the structure is generally improved by increasing the rigidity and the strength of the structure, but the structure in the method can not be repaired due to serious damage after strong earthquake action, so that great economic loss and social influence are caused.

In recent years, the proposal of the concept of 'flexible city' puts forward new requirements on structural damage control, and a recoverable functional structural system becomes one of important research directions in the field of seismic engineering. The recoverable functional structure system mainly comprises a swing structure system, a self-resetting structure system, a structure system with replaceable components and the like. The swinging structural system with the replaceable components dissipates seismic energy by concentrating damage or deformation on the replaceable weak components, can isolate vibration by controlled swinging of the main structural components, and finally realizes a self-resetting function through gravity action or auxiliary measures, thereby ensuring that the main structural components have low damage or no damage characteristics.

Therefore, applying the concept of "toughness structure" to the design of all-glass structure and providing a large-shock and low-loss all-glass toughness structure system is a blank of research that needs to be solved by those skilled in the art.

Disclosure of Invention

Aiming at the problems that an all-glass structural system in the prior art is poor in anti-seismic performance and easy to damage, the invention aims to provide an outer-wrapped friction type anti-seismic connecting node of an all-glass shear wall and the all-glass shear wall.

In order to achieve the purpose, the technical scheme of the invention is as follows:

in a first aspect, the invention provides an outer-wrapped friction type anti-seismic connecting node of a full-glass shear wall, which comprises a laminated glass shear wall, a first connecting piece and a second connecting piece; the laminated glass shear wall and the second connecting piece are respectively embedded in the laminated groove and the connecting groove, and the second connecting piece protrudes out of the connecting groove so as to be connected with the ground or a floor slab when in use; the laminated glass shear wall is connected with the first connecting piece in a laminated mode, the second connecting piece is detachably connected with the first connecting piece through a bolt, correspondingly, a bolt hole matched with the bolt is formed in the first connecting piece, a through hole for the bolt to penetrate through is formed in the second connecting piece, and the diameter of the through hole is larger than that of the bolt so that the first connecting piece and the second connecting piece can slide relatively under the shearing force exceeding a threshold value.

Preferably, the laminated glass shear wall comprises at least two glass panels which are arranged in a stacked mode, and a laminated glass intermediate film is arranged between every two adjacent glass panels.

Furthermore, a laminated glass intermediate film is arranged between the inner wall of the laminating groove and the surface of the laminated glass shear wall.

Preferably, the bolt is a high strength friction type bolt.

The metal friction plate is arranged in the connecting groove, and a bolt hole matched with the bolt is formed in the metal friction plate; and the metal friction plates are arranged on two sides of the second connecting piece to isolate the first connecting piece from the second connecting piece.

Preferably, the hardness of the metal friction plate is different from the hardness of the second connecting member.

In a second aspect, the invention further provides a friction type anti-seismic full-glass shear wall, which comprises the connecting node; the top end and the bottom end of the laminated glass shear wall are both connected with the first connecting pieces, and each first connecting piece is connected with the second connecting piece through a bolt.

The laminated glass shear wall comprises a laminated glass shear wall body and at least one laminated glass rib, wherein the laminated glass rib is connected to the same side face of the laminated glass shear wall body through silicone structural adhesive, and the laminated glass rib is arranged along the vertical height direction and is perpendicular to the laminated glass shear wall body; when one laminated glass rib is arranged, the laminated glass rib is arranged at the left end or the right end of the laminated glass shear wall, so that the cross section of the friction type anti-seismic full-glass shear wall is L-shaped; when the number of the laminated glass ribs is two, the two laminated glass ribs are symmetrically arranged at the left end and the right end of the same side face of the laminated glass shear wall, so that the cross section of the friction type anti-seismic full-glass shear wall is U-shaped.

In a third aspect, the invention further provides a friction type anti-seismic full-glass shear wall structure system, which comprises a plurality of friction type anti-seismic full-glass shear walls, wherein the side edges of the friction type anti-seismic full-glass shear walls are sequentially connected and enclose a circumferentially closed polygonal structure, and the side edges of two adjacent friction type anti-seismic full-glass shear walls are connected through silicone structural adhesive; and the inner surface of the friction type anti-seismic full-glass shear wall is connected with a sandwich glass rib through silicone structural adhesive, and the clamping glass rib is perpendicular to the friction type anti-seismic full-glass shear wall.

Preferably, in a polygonal structure formed by surrounding the friction type anti-seismic full-glass shear walls, one side, far away from the corner, of the friction type anti-seismic full-glass shear wall at the corner is connected with the laminated glass rib, and two sides of the friction type full-glass shear wall at the non-corner are symmetrically connected with the laminated glass rib.

By adopting the technical scheme, the invention has the beneficial effects that:

1. because the laminated grooves and the connecting grooves are arranged at the two ends of the first connecting piece in the connecting node, the laminated glass shear wall can be directly assembled into the first connecting piece without structural and shape adjustment, the diameters of the first connecting piece and the second connecting piece which are connected by the bolt and the through hole on the first connecting piece are larger than the diameter of the bolt, so that the connecting node for the laminated glass shear wall can provide good structural rigidity under the conditions of normal use and low vibration (the shearing force is less than a threshold value), the performance of the connecting node is equivalent to that of a fixed connection structure, and the first connecting piece and the second connecting piece can relatively slide under the shearing force exceeding the threshold value under the condition of high vibration (the shearing force exceeds the threshold value), thereby limiting the maximum internal stress which needs to be born by the laminated glass shear wall in a mode of controlling the friction force between the first connecting piece and the second connecting piece, thereby accurately controlling the damage degree (low loss or no damage) of the laminated glass shear wall;

in addition, in the repair after vibration, normal use functions of the full-glass shear wall can be quickly recovered only by screwing the bolts again and repairing the elastic joint formed by the silicone structural adhesive between the adjacent laminated glass shear walls in the full-glass shear wall, and the whole repair process is convenient and quick, economic and efficient.

2. Due to the arrangement of the metal friction plate and the arrangement that the hardness of the metal friction plate is different from that of the second connecting piece, the hysteresis energy consumption stability of the connecting node can be effectively improved, the abrasion of a friction interface can be effectively reduced, and the problem of mutual erosion of contact surface materials caused by long-time contact can be avoided;

3. due to the fact that the laminated glass ribs are connected to the surface of the full-glass shear wall through the silicone structural adhesive, after vibration occurs, the laminated glass ribs are damped through controlled swing, structural dynamic response is reduced, and the self-resetting function is achieved through the gravity effect after the vibration effect.

Drawings

FIG. 1 is a schematic structural view of an outer-wrapped friction type anti-seismic connection node of the full-glass shear wall according to the invention;

FIG. 2 is a front view of the externally wrapped friction type seismic connection node of the full glass shear wall of the present invention;

FIG. 3 is a cross-sectional view taken along line A-A of FIG. 2;

FIG. 4 is a front view of a first connector of the present invention;

FIG. 5 is a side view of a first connector of the present invention;

FIG. 6 is a front view of a second connector of the present invention;

FIG. 7 is a side view of a second connector of the present invention;

FIG. 8 is a schematic view of an outer-wrapped friction type anti-seismic connection node of the full-glass shear wall according to the present invention;

FIG. 9 is another schematic view of an outer wrapped friction type seismic connection node of the full glass shear wall of the present invention;

FIG. 10 is a schematic structural view of the frictional seismic full-glass shear wall of the present invention;

FIG. 11 is a schematic structural view of an L-shaped friction type anti-seismic full-glass shear wall according to the present invention;

FIG. 12 is a schematic cross-sectional view of a U-shaped friction seismic full glass shear wall;

FIG. 13 is a schematic structural view of a friction type seismic full glass shear wall structural system of the present invention;

FIG. 14 is a schematic connection diagram of two L-shaped friction type anti-seismic full-glass shear walls at corners of a friction type anti-seismic full-glass shear wall structural system;

fig. 15 is a schematic cross-sectional view of two connected L-shaped friction type anti-seismic full-glass shear walls at corners of a friction type anti-seismic full-glass shear wall structure system.

In the figure: 100-full-glass shear wall outer-wrapped friction type anti-seismic connecting nodes, 1-laminated glass shear wall, 101-glass panel, 2-floor slab, 3-first connecting piece, 31-laminating section, 32-first connecting section, 4-second connecting piece, 41-fixing section, 42-second connecting section, 5-laminated glass intermediate film, 6-bolt, 7-through hole, 8-bolt hole, 9-laminated glass rib, 10-silicone structural adhesive, 11-first elastic joint, 12-second elastic joint, 13-metal friction plate, 200-friction type anti-seismic full-glass shear wall, 300-L type friction type full-glass shear wall, 400-U type friction type anti-seismic full-glass shear wall and 500-friction type anti-seismic full-glass shear wall structural system.

Detailed Description

The following further describes embodiments of the present invention with reference to the drawings. It should be noted that the description of the embodiments is provided to help understanding of the present invention, but the present invention is not limited thereto. In addition, the technical features involved in the embodiments of the present invention described below may be combined with each other as long as they do not conflict with each other.

It should be noted that in the description of the present invention, the terms "upper", "lower", "left", "right", "front", "rear", and the like indicate orientations or positional relationships based on structures shown in the drawings, and are only used for convenience in describing the present invention, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.

In the technical scheme, the terms "first" and "second" are only used for referring to the same or similar structures or corresponding structures with similar functions, and are not used for ranking the importance of the structures, or comparing the sizes or other meanings.

In addition, unless expressly stated or limited otherwise, the terms "mounted" and "connected" are to be construed broadly, e.g., the connection may be a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; the two structures can be directly connected or indirectly connected through an intermediate medium, and the two structures can be communicated with each other. To those skilled in the art, the specific meanings of the above terms in the present invention can be understood in light of the present general concepts, in connection with the specific context of the scheme.

Example one

An outer-wrapped friction type anti-seismic connection node 100 of a full-glass shear wall is shown in figures 1-7 and comprises a laminated glass shear wall 1, a first connecting piece 3 and a second connecting piece 4.

The two opposite ends of the first connecting piece 3 are respectively provided with a laminating groove and a connecting groove, namely in the embodiment, the first connecting piece 3 comprises two connected parts, namely a laminating section 31 and a first connecting section 32, the laminating grooves are arranged along the length direction of the end face of the laminating section 31, one end part of the laminated glass shear wall 1 is embedded in the laminating grooves in advance and fixed in a laminating connection mode, and the laminated glass shear wall 1 generally has a larger transverse width dimension, so that in order to balance the internal stress in all positions in the width direction, the embodiment is specifically configured that the length dimension of the first connecting piece 3 (namely the length dimension of the laminating groove) is the same as the transverse width dimension of the laminated glass shear wall 1; the connecting grooves are respectively arranged at the left end and the right end of the first connecting section 32, so that the middle part of the first connecting section 32 is reserved with a space, and the reserved position is provided with a notch to reduce the weight and the material consumption of the first connecting piece 3. Correspondingly, the number of the second connecting pieces 4 is two, the two second connecting pieces 4 are respectively embedded in the two connecting grooves and detachably connected and fixed through bolts 6, and the second connecting pieces 4 protrude out of the connecting grooves so as to be connected to the ground or a floor slab when in use.

In this embodiment, the second connecting member 4 is configured to include two connected parts, namely a fixing section 41 and a second connecting section 42, the second connecting section 42 is configured to be embedded in the connecting groove of the first connecting member 3, and the fixing section 41 is configured to be connected to the ground or the floor slab when in use; wherein the fixing section 41 is perpendicular to the second connection section 42 so that the second connection member 4 can be firmly connected to the ground or the floor. Specifically, the first connecting section 32 of the first connecting member 3 is provided with a bolt hole 8 adapted to the bolt 6, the bolt hole 8 penetrates through the connecting groove, and the bolt hole 8 is a standard bolt hole, so as to prevent the bolt 6 from shaking therein; the second connecting section 42 of the second connecting member 4 is provided with a through hole 7 for the bolt 6 to pass through, and the diameter of the through hole 7 is larger than that of the bolt 6 so as to enable the first connecting member 3 and the second connecting member 4 to relatively slide under the shearing force exceeding the threshold value and keep stable connection under the shearing force not exceeding the threshold value.

In this embodiment, the laminated glass shear wall 1 includes at least two glass panels 101 stacked one on another, and a laminated glass intermediate film 5 is disposed between two adjacent glass panels 101. For the glass panel 101, the shape and size parameters of each layer of glass panel 101 may be different, and are generally adjusted according to the actual engineering requirements. In addition, each layer of the glass panel 101 may be made of the same type of glass or a combination of different types of glass, such as ultra-white tempered glass, semi-tempered glass, and basic annealed glass. The adhesion between the glass panels 101 and the laminated glass interlayer film 5 is good, so that there is no gap between the adjacent glass panels 101. The laminated glass intermediate film 5 also has the effects that when the laminated glass shear wall 1 is broken, glass fragments can be adhered to the laminated glass intermediate film 5, when the glass fragments arch or are locked in place, the glass fragments are mutually compacted to bear the pressure, the laminated glass intermediate film 5 bears the tension, the glass fragments and the intermediate film can work together to provide certain residual bearing capacity, and the size of the residual bearing capacity is directly related to the size of the glass fragments and the mechanical property of the laminated glass intermediate film 5, so that the laminated glass shear wall 1 has good mechanical property and safety, and can be used as load-bearing structural glass.

In this embodiment, the laminated glass interlayer 5 is configured as a polymer film, and in practical application, the laminated glass shear wall 1 can flexibly use polymer films with different mechanical properties according to application environments, and the polymer films include a polyvinyl butyral film (PVB film) and an ionic film (Sentry-Glas Plus abbreviated as SGP film) or other polymer films. The PVB film has relatively poor mechanical property and adhesive property and high temperature sensitivity, and the influence of the PVB film on the stress performance of the laminated glass shear wall 1 is limited. Relevant experimental research data at home and abroad show that the tear strength and durability of the SGP film are about 5 times of those of the traditional PVB film, the shear stiffness is about 50 times of those of the traditional PVB film (relevant to temperature and load action duration), and the hardness is about 30-100 times of those of the traditional PVB film. Therefore, the beneficial effect of the SGP film on the structural performance of the laminated glass shear wall 1 is not negligible, and the magnitude of the effect is closely related to the shear modulus and thickness of the laminated glass interlayer (SGP). Meanwhile, compared with the traditional PVB laminated glass, the SGP laminated glass under the same conditions has excellent edge stability and weather resistance (can be directly exposed in air), does not generate chemical reaction when being in direct contact with a silicone structural adhesive, and has thinner structural thickness. Therefore, in view of the reliable mechanical properties of the SGP film and the good adhesion between the SGP film and the glass and the metal material, the SGP film is preferably selected as the laminated glass intermediate film 5 in the present embodiment.

It can be understood that the bolt 6 is used for tensioning the first connecting member 3 and the second connecting member 4, and generating static friction between the first connecting member 3 and the second connecting member 4, and the first connecting member 3 and the second connecting member 4 are kept in a fastening connection relationship by the friction, so the bolt 6 is preferably a high-strength friction type bolt in the embodiment; in addition, in order to improve the connection stability of the first connecting piece 3 and the second connecting piece 4, the first connecting piece 3 and the second connecting piece 4 are connected through a plurality of bolts 6.

Example two

The difference from the first embodiment is that: in this embodiment, in order to further avoid stress concentration, a laminated glass interlayer 5 is also provided between the inner wall where the lamination groove is provided and the surface of the laminated glass shear wall 1, as shown in fig. 1 and 3. And preferably, laminated glass intermediate films 5 are arranged on two opposite side surfaces and one bottom surface of the laminating groove, so that the laminated glass shear wall 1 embedded in the laminated glass shear wall is coated in all directions, and the laminated glass shear wall 1 is ensured not to be in direct contact with the laminating groove.

EXAMPLE III

The difference from the first embodiment is that: the connecting structure further comprises metal friction plates 13, the metal friction plates 13 are arranged in the connecting grooves, the number of the metal friction plates 13 is related to the number of the second connecting pieces 4, namely, the metal friction plates 13 are arranged on two sides of each second connecting piece 4 so as to isolate the first connecting piece 4 from the second connecting piece 3, and correspondingly, bolt holes 8 matched with the bolts 6 are formed in the metal friction plates 13. The arrangement is such that, when the shearing force exceeds a threshold value, the metal friction plate 13 moves together with the first connecting part 3, so that the friction between the first connecting part 3 and the second connecting part 4 is converted into friction between the second connecting part 4 and the metal friction plate 13.

And further, the hardness of the metal friction plate 13 is different from that of the second connecting piece 4, namely, the metal friction plate 13 is made of a metal material with a first hardness, and the second connecting piece 4 is made of a metal material with a second hardness, namely, the metal friction plate 13 and the second connecting piece 4 are made of two metal materials with different hardness. For example, the metal friction plate 13 is configured using a high hardness metal as a friction material, and the second connecting member 4 uses a low hardness metal as a friction material.

By the arrangement, the hysteresis energy consumption stability of the friction node can be improved, and the problems of abrasion of a friction interface and mutual erosion of contact surface materials caused by long-time contact can be effectively reduced.

In addition, in terms of the selection of the metal materials, the first connecting member 3 (the second connecting member 4 and the metal friction plate 13) made of the metal materials is required to have the characteristic of being incompressible under the conditions of manufacture and stress, and of course, the metal materials can also be a combination of multiple metal materials, such as titanium, aluminum, stainless steel and the like. In this embodiment, the first connecting member 3 is preferably made of a metal material having a similar thermal expansion coefficient to that of the glass panel 101, so that the internal stress of the laminated glass shear wall 1 caused by different thermal expansion coefficients during the manufacturing process such as heating or cooling can be reduced, and the cracking phenomenon of the laminated glass shear wall 1 due to the stress can be significantly reduced. And further preferably a titanium alloy having a thermal expansion coefficient close to that of annealed glass. Similarly, the selection conditions and requirements of the metal material also apply to the second connecting member 4 and the metal friction plate 13.

Example four

It will be understood that the configuration of the shape and the number of the first and second connectors 3, 4 may also vary, i.e. the connection node 100 has various forms under the inventive concept of the present invention, for example:

modification one: irrespective of the weight and material, the connecting grooves are arranged along the length of the first connecting section 32, so that the first connecting member 3 as a whole has a rectangular plate-like structure with an H-shaped cross section, as shown in fig. 8.

And (2) deformation II: under the condition of sufficient weight and material consumption, the laminated section 31 of the first connecting member 3 in the first embodiment does not need to be the same as the transverse width of the laminated glass shear wall, a plurality of first connecting members 3 and a plurality of second connecting members 4 can be arranged and used in pairs, and the first connecting members 3 and the second connecting members 4 used in pairs are uniformly distributed at intervals along the width direction of the laminated glass shear wall 1, as shown in fig. 9, so that the internal stress applied to the laminated glass shear wall 1 can be dispersed as much as possible, and the purpose of reducing the weight and the material consumption of the connecting node 100 can be achieved under the condition of avoiding stress concentration.

EXAMPLE five

A friction type earthquake-resistant full-glass shear wall 200, as shown in fig. 10, comprises a connection node disclosed in any one of the above embodiments; the top and bottom ends of the laminated glass shear wall 1 are connected with the first connecting pieces 3, and each first connecting piece 3 is connected with a second connecting piece 4 through a bolt 6.

It is understood that, in the fourth embodiment, when the connection node 100 has various deformation forms, the specific structural form of the friction type anti-seismic full-glass shear wall 200 provided in the present embodiment may also be changed accordingly, and the present embodiment is specifically described by taking the connection node 100 disclosed in the first embodiment as an example.

EXAMPLE six

On the basis of the fifth embodiment: the present embodiment further provides an L-shaped friction type anti-seismic full-glass shear wall 300 and a U-shaped friction type anti-seismic full-glass shear wall 400, specifically, one and two sandwich glass ribs 9 are respectively added on the basis of the friction type anti-seismic full-glass shear wall 200.

The structure of the laminated glass rib 9 is similar to that of the laminated glass shear wall 1, and the difference is that the laminated glass rib 9 does not contain an embedded clamping groove 101; of course, the number of glass panels in the laminated glass rib 9 is irrelevant to the number of glass panels in the laminated glass shear wall 1, and the number of glass panels may be the same or different.

In the present embodiment, the laminated glass rib 9 is connected to the side of the laminated glass shear wall 1 by the silicone structural adhesive 10, and the laminated glass 9 is generally arranged in the vertical height direction and perpendicular to the laminated glass shear wall 1.

As shown in fig. 11, in the L-shaped friction type anti-seismic full-glass shear wall 300, one laminated glass rib 9 is installed at the left end or the right end of the laminated glass shear wall 1 in the friction type anti-seismic full-glass shear wall 200, so that the cross section of the friction type anti-seismic full-glass shear wall 200 changes and is L-shaped, thereby forming the L-shaped friction type anti-seismic full-glass shear wall 300.

As shown in fig. 12, in the U-shaped friction type anti-seismic full-glass shear wall 400, two laminated glass ribs 9 are symmetrically installed at the left end and the right end of the same side surface of the laminated glass shear wall 1 in the friction type anti-seismic full-glass shear wall 200, so that the cross section of the friction type anti-seismic full-glass shear wall 200 is changed and is U-shaped, thereby forming the U-shaped friction type anti-seismic full-glass shear wall 400.

Similarly, other numbers of laminated glass ribs 9 may be further installed on the surface of the friction type anti-seismic full-glass shear wall 200 disclosed in the fifth embodiment, so as to form other types of full-glass shear walls, and the description of this embodiment is omitted.

So set up, through installing laminated glass rib 9 through silicone structural adhesive 10 on friction formula antidetonation full glass shear force wall 200, when user state and vibration (for example earthquake) take place, because silicone structural adhesive 10 has elasticity, therefore laminated glass rib 9 can take place controlled the rocking for laminated glass shear force wall 1 to reduce the structural dynamic response of full glass shear force wall, make after the earthquake action, the major structure of full glass shear force wall can realize from the reset function through the action of gravity.

EXAMPLE seven

A friction type anti-seismic full-glass shear wall structure system 500, as shown in fig. 13, at least includes a plurality of friction type anti-seismic full-glass shear walls 200 disclosed in the fifth embodiment, the side edges of the plurality of friction type anti-seismic full-glass shear walls 200 are sequentially connected and enclose a circumferentially closed polygonal structure, and the side edges of two adjacent friction type anti-seismic full-glass shear walls 200 are connected by a silicone structural adhesive 10.

In this embodiment, the polygonal structure defined by the plurality of friction type anti-seismic full-glass shear walls 200 is preferably a rectangle, such as a square, each side includes 3 friction type anti-seismic full-glass shear walls 200, and the whole friction type anti-seismic full-glass shear wall structure system 500 includes 12 friction type anti-seismic full-glass shear walls 200. In another embodiment, the polygonal structure formed by the plurality of friction type earthquake-resistant full-glass shear walls 200 may also be in other shapes, such as pentagons or hexagons, and the specific shape is determined according to the building requirements.

So set up for the seam that constitutes by silicone structural adhesive 10 between two adjacent friction formula antidetonation full glass shear wall 200 is the elastomer, and then makes friction formula antidetonation full glass shear wall structure system 500 have certain ductility characteristic on the whole, improves the shock resistance.

Example eight

The difference from the seventh embodiment is that: in this embodiment, the inner surface of each friction type anti-seismic full-glass shear wall 200 constituting the friction type anti-seismic full-glass shear wall structure system 500 is connected with a laminated glass rib 9 through a silicone structural adhesive, and the clamping glass rib 9 is perpendicular to the friction type anti-seismic full-glass shear wall 200 connected with the clamping glass rib.

Specifically, in the present embodiment, in the polygonal structure (i.e., the frictional anti-seismic full-glass shear wall structure system 500) formed by a plurality of frictional anti-seismic full-glass shear walls 200, one side of the frictional anti-seismic full-glass shear wall 200 located at a corner, which is far away from the corner, is connected with one laminated glass rib 9, and two sides of the frictional full-glass shear wall 200 located at non-corners are symmetrically connected with two laminated glass ribs 9. That is, the friction type anti-seismic full-glass shear wall structure system 500 is composed of a plurality of L-shaped friction type anti-seismic full-glass shear walls 300 and a plurality of U-shaped friction type anti-seismic full-glass shear walls 400, the L-shaped friction type anti-seismic full-glass shear walls 300 are arranged at corners, and the U-shaped friction type anti-seismic full-glass shear walls 400 are arranged at non-corners, as shown in fig. 13.

As shown in fig. 14 and 15, a joint between two L-shaped friction type anti-seismic full-glass shear walls 300 at a corner is a first elastic joint 11, and because a certain included angle is formed between the two L-shaped friction type anti-seismic full-glass shear walls 300, in order to improve a connection area and a connection strength between the first elastic joint 11 and the L-shaped friction type anti-seismic full-glass shear wall 300, a side edge of the L-shaped friction type anti-seismic full-glass shear wall 300 is provided with an oblique cut angle, so that the silicone structural adhesive 10 filled between the two L-shaped friction type anti-seismic full-glass shear walls 300 has a larger filling range, and the finally obtained first elastic joint 11 and the L-shaped friction type anti-seismic full-glass shear wall 300 have a larger connection area and connection strength. In addition, when the whole friction type anti-seismic full-glass shear wall structure system 500 is rectangular, the oblique cut angle is 45 degrees, and the connected end parts of the two L-shaped friction type anti-seismic full-glass shear walls 300 are arranged with a certain distance, the distance is also filled with the silicone structural adhesive 10, and the first elastic joint 11 filled with the silicone structural adhesive 10 is arranged to be rectangular on the whole. Correspondingly, the remaining joints in the friction type anti-seismic full-glass shear wall structure system 500 are the second elastic joints 12, that is, at a non-corner, the joints between the L-shaped friction type anti-seismic full-glass shear wall 300 and the U-shaped friction type anti-seismic full-glass shear wall 400 and the joints between the two U-shaped friction type anti-seismic full-glass shear walls 400 are both the second elastic joints 12.

So set up for the friction formula antidetonation full glass shear wall structure system 500 that this embodiment provided possesses controlled elasticity simultaneously and sways, reduces the dynamic response of structure, makes the structure can realize from the reset function through the action of gravity after the earthquake action, still makes this structure have the ductility characteristic in addition, belongs to the ductile structure of an elastic control, thereby provides a new thinking for the antidetonation design of full glass structure.

The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the described embodiments. It will be apparent to those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, and the scope of protection is still within the scope of the invention.