Construction method of arched tieable glass brick partition wall

Abstract

This invention provides a method for constructing an arched, tie-down glass brick partition wall. By using a steel frame to create the arched doorway base, L-shaped stainless steel hangers are welded to the front facade and tied into the gaps in the glass brickwork. This achieves both the desired decorative effect and ensures overall stability and sturdiness. This invention enables the construction of arched partition walls using transparent glass bricks, achieving both aesthetic appeal and structural stability. It can be applied to composite wall systems with arched structures or glass bricks as the facing material, addressing the issue of insufficient stability at higher construction heights and even meeting the requirements for constructing arched doorway partition walls.

Description

Technical Field

[0001] This invention relates to a method for constructing a circular arched, tieable glass brick partition wall. Background Technology

[0002] Glass crystal bricks are a high-end decorative material and are widely used in high-end public buildings such as hotels. The existing technology usually uses the following three methods as the main construction methods.

[0003] 1) White cement mortar masonry

[0004] White cement mortar masonry is the most common method, similar to red brick masonry. White cement mortar is used as the bonding material, and the glass bricks are laid according to a pattern, with joints mostly between 5-10mm. The advantage of this method is its ease of construction, but the disadvantages are that the grouting requirements for the glass brick walls are higher, and the overall transparency of the glass brick walls is lost.

[0005] 2) Fully transparent shadowless silicone sealant masonry

[0006] The fully transparent, shadowless silicone sealant masonry method involves installing the wall using transparent silicone sealant, typically employing a tight-joint layout with seams mostly around 1mm. The advantage of this method is that the entire wall surface is transparent, allowing for better light transmission; the disadvantage is that because it relies on silicone sealant for bonding, it cannot be used for large-area masonry, and the height should not be too high, resulting in poor resistance to overturning.

[0007] 3) Reinforcing bar perforation masonry

[0008] The method of reinforcing bar perforation masonry involves welding reinforcing bars to the ground, drilling holes in the glass bricks, inserting the reinforcing bars, and then securing them with adhesive. The advantage of this method is its high stability and ability to meet joint requirements; the disadvantage is that it is only suitable for frosted tiles. Summary of the Invention

[0009] The purpose of this invention is to provide a method for constructing a circular arched, tieable glass brick partition wall.

[0010] To address the above problems, this invention provides a method for constructing an arched, tieable glass brick partition wall, comprising:

[0011] Construct four columns and an arc frame, and connect the top horizontal steel beam to the top of the four columns; install precast embedded plates on the structural wall and connect the precast embedded plates to the corresponding arc columns; connect vertical tie steel pipes of corresponding lengths that match the curvature of the arc frame at different positions to the lower part of the top horizontal steel beam, connect the middle of the vertical tie steel pipes to the top horizontal steel beam, and connect the lower parts of the vertical tie steel pipes that are spaced apart to the arc frame; connect one end of the side beam to the precast embedded plate at the corresponding position, and connect the other end of the side beam to the column at the corresponding position;

[0012] The upper part of the top horizontal steel beam is connected to the upper part of the vertical tie steel pipe to the embedded plate fixed at the bottom of the floor slab, and a circular arch stainless steel plate is welded to the lower surface of the arc frame.

[0013] According to the glass brick height module, L-shaped stainless steel tie members are welded on the horizontal steel pipe of the steel frame for every 5 layers of glass bricks. The bottom of the glass brick is grooved.

[0014] Flame-retardant baseboards are installed on the side wall surfaces of the columns and the side surfaces of the arc frame;

[0015] Use structural adhesive to bond painted iron sheets to a flame-retardant baseboard;

[0016] Insert the L-shaped stainless steel tie into the groove at the bottom of the glass brick, connect the glass bricks with UV adhesive, apply glass glue to the back of the glass brick and bond it to the white painted iron sheet.

[0017] Furthermore, in the above method, the column and the arc frame are made of 60mm×40mm×2.5mm steel pipe.

[0018] Furthermore, in the above method, the dimensions of the precast embedded plate are 150mm×150mm×8mm, the vertical spacing of the precast embedded plates is 1000mm, and the precast embedded plates are fixed to the column surface of the column by chemical bolts.

[0019] Furthermore, in the above method, a top transverse steel beam is connected to the top of the four columns, including:

[0020] At the top of the column at a height of 4m, 60mm×40mm×2.5mm steel pipes are used to make two horizontal steel beams on the front and back sides.

[0021] Furthermore, in the above method, vertical tie steel pipes of corresponding lengths, matching the curvature of different positions on the arc frame, are connected to the lower part of the top transverse steel beam, including:

[0022] Starting from the center point of the arc frame, with a horizontal spacing of 1000mm, use 60mm×40mm×2.5mm steel pipes, and make three vertical tie steel pipes on each of the front and back sides.

[0023] Furthermore, in the above method, the upper part of the top transverse steel beam is connected to the upper part of the vertical tie steel pipe to the embedded plate fixed at the bottom of the floor slab, and an arched stainless steel plate is welded to the lower surface of the arc frame, including:

[0024] The upper part of the top horizontal steel beam is connected to the upper part of the vertical tie steel pipe and fixed to the bottom embedded plate of the floor slab; a 3mm thick arched stainless steel plate is welded to the lower surface of the arc frame.

[0025] Furthermore, in the above method, after installing the flame-retardant baseboard on the side wall surface of the column and the side surface of the arc frame, the method further includes:

[0026] Electromechanical pipelines and lighting fixtures are pre-embedded in the cavities formed by the columns and the arc frame and the structural wall.

[0027] Furthermore, in the above method, the L-shaped stainless steel tie rod is inserted into the groove at the bottom of the glass brick, the glass bricks are connected using UV-cured adhesive, and glass glue is applied to the back of the glass brick to bond it to the white painted iron sheet. This also includes:

[0028] The glass bricks at the bottom of the arc frame are placed on the cantilevered portions on both sides of the arched stainless steel plate.

[0029] Furthermore, in the above method, the L-shaped stainless steel tie rod is inserted into the groove at the bottom of the glass brick, the glass bricks are connected using UV-cured adhesive, and glass glue is applied to the back of the glass brick to bond it to the white painted iron sheet. This also includes:

[0030] The glass bricks at the base of the two pillars were lowered to the ground.

[0031] Furthermore, in the above method, after inserting the L-shaped stainless steel tie into the groove at the bottom of the glass brick, connecting the glass bricks with UV-cured adhesive, and applying silicone sealant to the back of the glass brick and bonding it to the white painted iron sheet, the method also includes:

[0032] The 3mm thick arched stainless steel plate sidewalls of the doorway are covered with decorative stainless steel to form a door frame.

[0033] Compared with existing technologies, this invention uses a steel frame to create the arched doorway base shape, and welds L-shaped stainless steel hangers to the front facade to connect to the gaps in the glass brick masonry. This achieves both the desired decorative effect and ensures the overall stability and sturdiness of the installation. This invention can realize the construction of arched partition walls using transparent glass bricks, achieving both aesthetic appeal and ensuring the stability and sturdiness of the partition wall. This invention can be applied to composite wall structures with arched structures or glass bricks as the facing material, solving the problem of insufficient stability when the masonry height is high, and can even meet the construction requirements of arched doorway partition walls. Attached Figure Description

[0034] Figure 1 This is a structural diagram of an arched, tieable glass brick partition wall according to an embodiment of the present invention. Detailed Implementation

[0035] To make the above-mentioned objects, features and advantages of the present invention more apparent and understandable, the present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.

[0036] like Figure 1 As shown, the present invention provides a method for constructing an arched, tieable glass brick partition wall, comprising:

[0037] Step S1: Construct 4 columns 1 and an arc frame 2, and connect the top horizontal steel beam 4 to the top of the 4 columns 1; install prefabricated embedded plates 3 on the structural wall 7, and connect the prefabricated embedded plates 3 to the corresponding arc columns 1; connect vertical tie steel pipes 5 of corresponding lengths that match the curvature of different positions of the arc frame 2 to the lower part of the top horizontal steel beam 4, connect the top horizontal steel beam to the middle part of the vertical tie steel pipes, and connect the lower part of the vertical tie steel pipes 5 that are set vertically at intervals to the arc frame 2 respectively; connect one end of the side beam 6 to the prefabricated embedded plate 3 at the corresponding position, and connect the other end of the side beam 6 to the column 1 at the corresponding position;

[0038] Preferably, four columns 1 and an arc frame 2 can be made of 60mm×40mm×2.5mm steel pipes; prefabricated embedded plates 3 of 150mm×150mm×8mm are used, with a vertical spacing of 1000mm. The prefabricated embedded plates are fixed to the column surface of the columns 1 with M10 chemical bolts. Here, the arched columns 1 are connected to the structural wall through the prefabricated embedded plates 3 and the side beams 6; the arc frame 2 can be horizontally tied by welding to ensure overall stability.

[0039] More preferably, 60mm×40mm×2.5mm steel pipes can be used to horizontally construct the front and back sides of the column 1 at a height of 4m. A top horizontal steel beam 4 can be constructed on each side to vertically connect the arc frame 2. This also facilitates the welding construction of small square steel (20mm*40mm*2mm) for the sealing plate. Starting from the center point of the arc frame 2, with a horizontal spacing of 1000mm, 60mm×40mm×2.5mm steel pipes are used to construct three vertical connecting steel pipes 5 on each side.

[0040] Step S2: Connect the upper part of the top horizontal steel beam 4 to the upper part of the vertical tie steel pipe 5 and fix it to the bottom embedded plate of the floor slab. Weld an arched stainless steel plate on the lower surface of the arc frame 2.

[0041] Preferably, the upper part of the top transverse steel beam 4 is connected to the upper part of the vertical tie steel pipe 5 to the embedded plate fixed at the bottom of the floor slab; a 3mm thick arched stainless steel plate is welded to the lower surface of the arc frame 2, and 20mm×20mm×1.5mm steel pipes are welded to the arched stainless steel plate at 500mm intervals.

[0042] Step S3: According to the glass brick height module, every 5 layers of glass bricks, L-shaped stainless steel tie members 8 are welded on the horizontal steel pipe of the steel frame. The bottom of the glass brick is grooved, and the L-shaped stainless steel tie members are inserted into the groove at the bottom of the glass brick, so as not to affect the height of the glass brick.

[0043] Step S4: After the L-shaped stainless steel tie is welded, a 15mm thick flame-retardant base plate is installed on the side wall surface of column 1 and the side surface of arc frame 2. The base plate is used for subsequent bonding with glass bricks to ensure flatness, but without adhesion.

[0044] Preferably, if local transparent glass bricks are required to emit light, electromechanical pipelines and lamps can be pre-embedded in the cavity formed by the column 1 and the arc frame 2 and the structural wall 7 respectively.

[0045] Step S5: After the flame-retardant baseboard is installed, use structural adhesive to bond a 2mm thick white painted iron sheet to the flame-retardant baseboard to cover the baseboard and also to meet the back bonding requirements of the glass brick.

[0046] Step S6: Insert the L-shaped stainless steel tie into the groove at the bottom of the glass brick, connect the glass bricks with UV adhesive, apply glass glue to the back of the glass brick and bond it to the white painted iron sheet, and place the glass bricks at the base of the two side columns 1 on the ground.

[0047] Preferably, the glass bricks at the bottom of the arc frame 2 are placed on the cantilevered portions on both sides of the arched stainless steel plate.

[0048] A preferred method is to cover the glass bricks on the surface of the doorway of the arched, tieable glass brick partition wall with decorative 304 bronze stainless steel after the wall is completed, thus forming a door frame and completing the construction of the glass brick arch.

[0049] In summary, this invention utilizes a steel frame to create the base structure of an arched doorway, with L-shaped stainless steel brackets welded to the front facade and anchored within the gaps in the glass brickwork. This achieves both the desired decorative effect and ensures overall stability and sturdiness during installation. This invention enables the construction of arched partition walls using transparent glass bricks, achieving both aesthetic appeal and structural stability. It can be applied to composite wall systems with arched structures or glass brick cladding, addressing the issue of insufficient stability at higher construction heights and even meeting the construction requirements for arched doorway partition walls.

[0050] The various embodiments in this specification are described in a progressive manner, with each embodiment focusing on the differences from other embodiments. The same or similar parts between the various embodiments can be referred to each other.

[0051] Obviously, those skilled in the art can make various modifications and variations to the invention without departing from the spirit and scope of the invention. Therefore, if these modifications and variations fall within the scope of the claims of the invention and their equivalents, the invention is also intended to include these modifications and variations.

Claims

1. A method for constructing a circular arched, tieable glass brick partition wall, characterized in that, include: Construct four columns and an arc frame, and connect the top horizontal steel beam to the top of the four columns; install precast embedded plates on the structural wall and connect the precast embedded plates to the corresponding arc columns; connect vertical tie steel pipes of corresponding lengths that match the curvature of the arc frame at different positions to the lower part of the top horizontal steel beam, connect the middle of the vertical tie steel pipes to the top horizontal steel beam, and connect the lower parts of the vertical tie steel pipes that are spaced apart to the arc frame; connect one end of the side beam to the precast embedded plate at the corresponding position, and connect the other end of the side beam to the column at the corresponding position; The upper part of the top horizontal steel beam is connected to the upper part of the vertical tie steel pipe to the embedded plate fixed at the bottom of the floor slab, and a circular arch stainless steel plate is welded to the lower surface of the arc frame. According to the glass brick height module, L-shaped stainless steel tie members are welded on the horizontal steel pipe of the steel frame for every 5 layers of glass bricks. The bottom of the glass brick is grooved. Flame-retardant baseboards are installed on the side wall surfaces of the columns and the side surfaces of the arc frame; Use structural adhesive to bond painted iron sheets to a flame-retardant baseboard; Insert the L-shaped stainless steel tie into the groove at the bottom of the glass brick, connect the glass bricks with shadowless adhesive, apply glass glue to the back of the glass brick and bond it to the white painted iron sheet. The L-shaped stainless steel tie rod is inserted into the groove at the bottom of the glass brick. The glass bricks are then connected using UV-cured adhesive. Silicone glue is applied to the back of the glass brick and bonded to the white painted iron sheet. This process also includes: The glass bricks at the bottom of the arc frame are placed on the cantilevered parts on both sides of the arched stainless steel plate. The L-shaped stainless steel tie rod is inserted into the groove at the bottom of the glass brick. The glass bricks are then connected using UV-cured adhesive. Silicone glue is applied to the back of the glass brick and bonded to the white painted iron sheet. This process also includes: The glass bricks at the base of the two pillars were lowered to the ground.

2. The method for constructing an arched, tieable glass brick partition wall as described in claim 1, characterized in that, The columns and arc frame are made of 60mm×40mm×2.5mm steel pipes.

3. The method for constructing a circular arched, tieable glass brick partition wall as described in claim 1, characterized in that, The precast embedded plates are 150mm×150mm×8mm in size, with a vertical spacing of 1000mm. The precast embedded plates are fixed to the column surface by chemical bolts.

4. The method for constructing a circular arched, tieable glass brick partition wall as described in claim 1, characterized in that, A top transverse steel beam is connected to the top of the four columns, including: At the top of the column at a height of 4m, 60mm×40mm×2.5mm steel pipes are used to make two horizontal steel beams on the front and back sides.

5. The method for constructing a circular arched, tieable glass brick partition wall as described in claim 1, characterized in that, Vertical tie steel pipes of corresponding length, matching the curvature of different positions on the arc frame, are connected to the lower part of the top transverse steel beam, including: Starting from the center point of the arc frame, with a horizontal spacing of 1000mm, use 60mm×40mm×2.5mm steel pipes, and make three vertical tie steel pipes on each of the front and back sides.

6. The method for constructing a circular arched, tieable glass brick partition wall as described in claim 1, characterized in that, The upper part of the top transverse steel beam is connected to the upper part of the vertical tie steel pipe to the embedded plate fixed at the bottom of the floor slab. An arched stainless steel plate is welded to the lower surface of the arc frame, including: The upper part of the top horizontal steel beam is connected to the upper part of the vertical tie steel pipe and fixed to the bottom embedded plate of the floor slab; a 3mm thick arched stainless steel plate is welded to the lower surface of the arc frame.

7. The method for constructing a circular arched, tieable glass brick partition wall as described in claim 1, characterized in that, After the flame-retardant baseboard is installed on the side wall surface of the column and the side surface of the arc frame, the following steps are also included: Electromechanical pipelines and lighting fixtures are pre-embedded in the cavities formed by the columns and the arc frame and the structural wall.

8. The method for constructing a circular arched, tieable glass brick partition wall as described in claim 1, characterized in that, Insert the L-shaped stainless steel tie into the groove at the bottom of the glass brick, connect the glass bricks with UV-cured adhesive, apply silicone sealant to the back of the glass brick and bond it to the white painted iron sheet, and then: The 3mm thick arched stainless steel plate sidewalls of the doorway are covered with decorative stainless steel to form a door frame.

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