Masonry type glass brick mounting keel

Abstract

A masonry type glass brick installation keel comprises a supporting keel, a plurality of cross beams are arranged on the front side of the supporting keel, the cross beams are arranged at intervals from bottom to top and are all fixedly welded to the supporting keel, a plurality of threaded holes are formed in the front sides of the cross beams and are arranged at intervals from left to right, and the threaded holes are connected with the supporting keel. Bearing angle steel is connected to the multiple cross beams in a threaded mode and composed of a fixing plate and a supporting plate, positioning holes corresponding to the threaded holes are formed in the fixing plate, a plurality of plug welding holes are formed in the fixing plate, a plurality of tensile mechanisms are arranged at the rear end of the top of the supporting plate at intervals, one end of each tensile mechanism is fixedly connected with the fixing plate, and the other end of each tensile mechanism is fixedly connected with the supporting plate. And the other end of the tensile mechanism is fixedly connected with the supporting plate. Through the arrangement of the bearing angle steel, the glass brick curtain wall can be supported through the bearing angle steel, the stress on the glass bricks at the bottom of the curtain wall is reduced, and the tie bars and the steel bars in the glass brick mortar built on each layer are welded and fixed, so that the stability of a building is improved, and the ultrahigh glass brick curtain wall is realized.

Description

Technical Field

[0001] The utility model relates to the technical field of decorative buildings, in particular to a masonry type glass brick installation keel. Background Art

[0002] Glass bricks are large glass products formed by pressing transparent or colored glass into blocks or hollow boxes. They primarily include hollow glass bricks and solid glass bricks, excluding mosaics. In most cases, glass bricks are not used as a finishing material, but rather as a structural material, serving as walls, screens, partitions, and other similar functions. They occupy a significant share of the interior decoration market, typically used in high-end spaces to create a dazzling atmosphere. Furthermore, due to the unique properties of glass products, they are widely used for lighting and waterproofing. However, due to the inherent limitations of glass bricks, the base of ultra-high glass brick curtain walls cannot support their own weight.

[0003] Currently, a Chinese patent with authorization announcement number CN219327218U discloses a drilled-through-steel glass brick curtain wall structure. The structure divides the entire glass brick curtain wall into multiple independently installable glass brick structural units. Each glass brick structural unit includes multiple drilled glass bricks, each of which has a stainless steel rod installed through its through-holes. The multiple drilled glass bricks are arranged crosswise or vertically aligned. The stainless steel rods are connected to the curtain wall keel via threaded sleeves and angle steel connectors. Flexible film is used to fill the structural gaps, and buckle covers are used for closing. This new drilled-through-steel glass brick curtain wall structure can provide more working surfaces simultaneously during construction. The construction process is simple, flexible, safe, reliable, and efficient, and the overall effect is uniform, beautiful, and smooth.

[0004] The above-mentioned existing technical solution has the following defects: this solution can only be applied to glass brick curtain walls with lower heights. When the height of the glass brick curtain wall is increased, due to the limitations of the glass brick material, its strength is limited, and the pressure on each glass brick will also be greater, which will crush itself and destroy the overall structure. Utility Model Content

[0005] The purpose of the utility model is to provide a masonry type glass brick installation keel to solve the problems existing in the above-mentioned prior art.

[0006] The above technical objectives of the present invention are achieved through the following technical solutions:

[0007] A masonry glass brick installation keel includes a supporting keel, a plurality of cross beams are provided on the front side of the supporting keel, the plurality of cross beams are spaced apart from bottom to top, the plurality of cross beams are welded and fixed to the supporting keel, a plurality of threaded holes are provided on the front side of the plurality of cross beams, the plurality of threaded holes are spaced apart from left to right, and supporting angle steels are screwed onto the plurality of cross beams;

[0008] The supporting angle steel consists of a fixed plate and a support plate, the fixed plate is provided with positioning holes corresponding to the threaded holes, and the fixed plate is provided with multiple plug welding holes, the multiple supporting angle steels are all fixedly connected to the crossbeam, and multiple tensile mechanisms are arranged at intervals at the top rear end of the support plate, one end of the tensile mechanism is fixedly connected to the fixed plate, and the other end of the tensile mechanism is fixedly connected to the support plate.

[0009] By adopting the above technical solution, the glass bricks are divided into ordinary glass bricks and special glass bricks. The number of special glass bricks is corresponding to the supporting angle steel. A groove is provided on the top of the special glass brick. The support plate of the supporting angle steel is provided in the groove on the top of the special glass brick. The supporting angle steel and the special glass brick are bonded and fixed. A part of the supporting angle steel is bolted and fixed to the supporting keel. The supporting angle steel is also welded to the supporting keel through the plug welding hole. After the entire glass brick curtain wall is built, special mortar is set between each layer of glass bricks to ensure the overall stability of the glass brick curtain wall, and the pressure of the glass brick curtain wall is shared by the supporting angle steel. The supporting angle steel itself is widely used in steel structure buildings and has better bearing capacity than stainless steel bars.

[0010] In a further embodiment, an eave is provided on the top of the supporting keel, and the supporting keel includes side columns, a left middle column and a right middle column. There are multiple side columns, and multiple side columns are provided on the left side of the left middle column from high to low, and multiple side columns are provided on the right side of the right middle column from high to low.

[0011] By adopting the above technical solution, the top of the supporting keel needs to support the gabled eaves, so there is a difference in height between the side columns on both sides of the central column. The side columns closer to the central column are higher, and the side columns farther away from the central column are lower.

[0012] In a further embodiment, the top ends of the left middle column, the right middle column and multiple side columns are all provided with connecting parts, the bottom ends of the multiple connecting parts are bolted and fixed to the supporting keels, and the top ends of the multiple connecting parts are bolted and fixed to the eaves.

[0013] By adopting the above technical solution, the supporting keel and the eaves are bolted and fixed via connectors.

[0014] In a further embodiment, the edge columns are composed of an upper column, a lower column and a steel core.

[0015] By adopting the above technical solution, the upper and lower columns are connected by the core sleeve to adapt to the lateral displacement of the main structure, meet the possibility of the columns moving up and down, and enable the curtain wall to have the ability to deform within its own plane.

[0016] In a further embodiment, the bottom ends of the left middle column, the right middle column and multiple side columns are bolted and fixed with post-embedded parts, and the left and right sides of the multiple post-embedded parts are provided with rear angle steel processing parts, and the bottoms of the rear angle steel processing parts are welded and fixed to the post-embedded parts.

[0017] By adopting the above technical solution, the post-embedded parts are connected by threaded holes opened on the existing supporting keels and then bolted on, while the rear angle steel parts are used to support the glass brick curtain wall. In addition to the rear angle steel parts set on the keel, corresponding rear angle steel parts are also set on the opposite side.

[0018] In a further embodiment, a plurality of anchor bolts are fixedly installed on the bottom of the post-embedded component.

[0019] By adopting the above technical solution, all anchor bolts are mechanically expanded bottom anchor bolts, and the connection between the supporting keel and the ground is more stable. It has outstanding advantages in various aspects such as safety and stability. It also has strong tensile strength and shear strength. Under actual natural conditions, there is almost no expansion stress, which is suitable for application in different burial depth requirements.

[0020] In summary, the present invention has the following beneficial effects:

[0021] 1. The installation of supporting angle steels allows them to share some of the forces acting on the glass brick curtain wall. During the construction process, some of the glass bricks were replaced with special glass bricks with grooves on the top. Cold-drawn steel bars and transverse steel bars were embedded in the special mortar between the two layers of glass bricks. These steel bars were welded to the tie bars to further enhance the connection strength between the glass brick curtain wall and the supporting keel. These special glass bricks can cooperate with the supporting angle steels installed on the front side of the supporting keel, allowing the support plates of the supporting angle steels to enter the grooves in the glass bricks and provide support for the glass brick curtain wall.

[0022] 2. Anchor bolts can be installed at the point where the support keel contacts the ground. Mechanically expanded anchor bolts are fixing elements used in high-security situations. After being fixed, the anchor bolts have extremely high load-bearing capacity, fatigue resistance, vibration resistance, safety and reliability, and low expansion stress. They are suitable for installation and fixing with small edge distances and small spacings. The anchor bolts are equipped with installation scales for easy installation and special reaming drill bits that can increase the reaming speed, which greatly improves the safety of the support keel and glass brick curtain wall.

[0023] 3. Through the setting of the rear angle steel processing parts, it can be welded and fixed on the rear embedded parts to support and fix the glass brick curtain wall. A thick steel plate support is also set on the top of the support plate of the rear angle steel processing parts. Ordinary angle steel processing parts are also set on the thick steel plate support to further fix the glass brick curtain wall, which increases the safety and stability of the masonry glass brick curtain wall. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Figure 1 This is an overall schematic diagram of a masonry type glass brick installation keel of the utility model;

[0025] Figure 2 This utility model is a kind of masonry type glass brick installation keel Figure 1 The enlarged view of point A is used to show the structural diagram of the supporting angle steel;

[0026] Figure 3 This utility model is a kind of masonry type glass brick installation keel Figure 1 The enlarged view at point B is used to illustrate the structural diagram of the post-embedded parts, post-angle steel processing parts and anchor bolts.

[0027] In the figure, 1. Support keel; 11. Side column; 12. Left middle column; 13. Right middle column; 2. Crossbeam; 3. Support angle steel; 31. Fixing plate; 32. Support plate; 4. Connector; 5. Post-embedded parts; 6. Post-angle steel processing parts; 7. Anchor bolt. DETAILED DESCRIPTION

[0028] The present invention will be described in further detail below with reference to the accompanying drawings.

[0029] The same parts are denoted by the same reference numerals. It should be noted that the words "front", "rear", "left", "right", "upper" and "lower" used in the following description refer to the attached Figure 1 In the description, the terms "bottom" and "top," "inner" and "outer" refer to directions toward or away from a particular component geometry, respectively. Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be understood to indicate or imply relative importance or implicitly specify the number of technical features indicated. Thus, features defined as "first" or "second" may explicitly or implicitly include one or more of such features. Throughout this specification, "plurality" means two or more, unless otherwise specifically defined in terms of the center's direction.

[0030] Example:

[0031] like Figure 1-2As shown, a masonry glass brick installation keel includes a supporting keel 1, a plurality of beams 2 are provided on the front side of the supporting keel 1, the plurality of beams 2 are spaced apart from bottom to top, and the plurality of beams 2 are welded and fixed to the supporting keel 1, the supporting keel 1 includes a side column 11, a left middle column 12 and a right middle column 13, the side column 11 is provided with a plurality of, the front sides of the plurality of beams 2 are provided with a plurality of threaded holes, the plurality of threaded holes are spaced apart from left to right, the plurality of beams 2 are screwed with supporting angle steels 3, the supporting angle steels 3 are composed of a fixing plate 31 and a supporting plate 32, the fixing plate 31 is provided with positioning holes corresponding to the threaded holes, and the fixing plate 31 is provided with a plurality of plug welding holes. The multiple supporting angle steels 3 are all fixedly connected to the crossbeam 2, and a plurality of tensile mechanisms are arranged at intervals on the top rear end of the support plate 32. One end of the tensile mechanism is fixedly connected to the fixed plate 31, and the other end of the tensile mechanism is fixedly connected to the support plate 32. The supporting angle steel 3 arranged on the supporting keel 1 can cooperate with the special glass bricks in the glass brick curtain wall. The supporting part of the supporting angle steel 3 is extended into the groove of the special glass brick to support the glass brick curtain wall, so that the glass brick will not be crushed by the weight of the curtain wall itself, effectively dispersing the pressure on the glass brick curtain wall, making ultra-high glass curtain wall possible. At the same time, the construction process is simple, and there is no need to drill holes in the glass bricks, which has little impact on the thermal insulation and sound insulation performance of the glass brick curtain wall.

[0032] like Figure 1-3 As shown, the top of the supporting keel 1 is provided with an eave, and a plurality of side columns 11 are provided on the left side of the left middle column 12 from high to low, and a plurality of side columns 11 are provided on the right side of the right middle column 13 from high to low. The tops of the left middle column 12, the right middle column 13 and the plurality of side columns 11 are all provided with connectors 4, and the bottom ends of the plurality of connectors 4 are bolted to the supporting keel 1, and the top ends of the plurality of connectors 4 are bolted to the eaves. The side columns 11 are composed of an upper column, a lower column and a steel sleeve core. The bottom ends of the columns 12, the right middle column 13 and multiple side columns 11 are all bolted and fixed with post-embedded parts 5. The left and right sides of the multiple post-embedded parts 5 are provided with rear angle steel processing parts 6. The bottom of the rear angle steel processing parts 6 is welded and fixed to the post-embedded parts 5. The bottom of the post-embedded parts 5 is fixed with multiple anchor bolts 7. The anchor bolts can effectively improve safety and stability, and are almost unaffected by expansion stress. They can fix the entire supporting keel 1 and the glass brick curtain wall arranged on both sides of the supporting keel 1, thereby greatly improving the safety of the building.

[0033] Specific implementation process: First, set up a number of side columns 11, as well as the left middle column 12 and the right side column 11. After these columns are set up, weld the crossbeam 2 to the rear side of these columns from bottom to top. At this time, the supporting keel 1 has taken shape, and the supporting angle steel 3 is set on the crossbeam 2 according to the pre-processed threaded holes. Then the rear embedded parts 5 are bolted to the bottom of the supporting keel 1. The rear embedded parts 5 are fixed to the ground through the anchor bolts 7 at the bottom, and the rear angle steel processing parts 6 are symmetrically set on the left and right sides of the top of the rear embedded parts 5. The rear angle steel processing parts 6 are all set with the support plates 32 facing outward. After a distance, an angle steel opposite to the rear angle steel processing part 6 is set, and another angle steel is set between the two opposite angle steels. They are connected by welding, so that the construction of the glass brick curtain wall can begin. The glass brick curtain wall requires special mortar for construction, and the special mortar is used for masonry. Cold-drawn steel bars and transverse steel bars are also required, and the transverse steel bars are welded and fixed to the cold-drawn steel bars. Special glass bricks different from ordinary glass bricks are required at the position relative to the glass brick curtain wall and the supporting angle steel 3. The special glass bricks are specially provided with a receiving groove for accommodating the support plate 32 of the supporting angle steel 3. Through this receiving groove, most of the supporting angle steel 3 can enter the glass brick curtain wall and share part of the force exerted on the glass brick curtain wall, thereby relying on the supporting keel 1 to disperse the force exerted on the glass bricks to build an ultra-high glass brick curtain wall building. Tie bars are welded at equal intervals on the supporting keel 1, and the tie bars are welded and fixed to the steel bars in the special mortar, so that the glass brick curtain wall and the supporting keel 1 remain fixed. After the glass bricks are laid, the eaves can be installed. The herringbone eaves and the height of the columns are perfectly matched, and the eaves are bolted to the supporting keel 1 by the connector 4 at the top of the column.

[0034] In the embodiments disclosed in this utility model, the terms "installed," "connected," "connected," and "fixed" should be understood in a broad sense. For example, "connected" can mean a fixed connection, a detachable connection, or an integral connection; "connected" can mean a direct connection or an indirect connection through an intermediary. Those skilled in the art will understand the specific meanings of the above terms in the embodiments disclosed in this utility model based on specific circumstances.

[0035] This specific embodiment is merely an explanation of the present invention and is not a limitation of the present invention. After reading this specification, those skilled in the art may make non-creative modifications to the present embodiment as needed. However, as long as they are within the scope of the claims of the present invention, they are protected by patent law.

Claims

1. A masonry glass brick installation keel, comprising a supporting keel (1), characterized in that: A plurality of crossbeams (2) are provided on the front side of the supporting keel (1), the plurality of crossbeams (2) are spaced from bottom to top, the plurality of crossbeams (2) are welded and fixed to the supporting keel (1), the plurality of crossbeams (2) are provided on the front side of the plurality of crossbeams (2), the plurality of threaded holes are spaced from left to right, and the plurality of crossbeams (2) are screwed with supporting angle steels (3); The supporting angle steel (3) is composed of a fixed plate (31) and a support plate (32), the fixed plate (31) is provided with a positioning hole corresponding to the threaded hole, and the fixed plate (31) is provided with a plurality of plug welding holes, the plurality of supporting angle steels (3) are all fixedly connected to the crossbeam (2), and a plurality of tensile mechanisms are spaced apart at the top rear end of the support plate (32), one end of the tensile mechanism is fixedly connected to the fixed plate (31), and the other end of the tensile mechanism is fixedly connected to the support plate (32).

2. The masonry type glass brick installation keel according to claim 1, characterized in that: The top of the supporting keel (1) is provided with an eave. The supporting keel (1) comprises a side column (11), a left middle column (12) and a right middle column (13). A plurality of side columns (11) are provided. A plurality of side columns (11) are provided on the left side of the left middle column (12) from high to low, and a plurality of side columns (11) are provided on the right side of the right middle column (13) from high to low.

3. The masonry type glass brick installation keel according to claim 2, characterized in that: The top ends of the left middle column (12), the right middle column (13) and the plurality of side columns (11) are all provided with connecting pieces (4), the bottom ends of the plurality of connecting pieces (4) are bolted and fixed to the supporting keel (1), and the top ends of the plurality of connecting pieces (4) are bolted and fixed to the eaves.

4. The masonry type glass brick installation keel according to claim 3, characterized in that: The edge column (11) consists of an upper column, a lower column and a steel sleeve core.

5. The masonry type glass brick installation keel according to claim 4, characterized in that: The bottom ends of the left middle column (12), the right middle column (13) and the plurality of side columns (11) are all bolted and fixed with rear embedded parts (5), and the left and right sides of the plurality of rear embedded parts (5) are both provided with rear angle steel processing parts (6), and the bottoms of the rear angle steel processing parts (6) are welded and fixed to the rear embedded parts (5).

6. The masonry type glass brick installation keel according to claim 5, characterized in that: A plurality of anchor bolts (7) are fixedly mounted on the bottom of the post-embedded component (5).

Images