TWI755275B - Dry and wet anti-bulge and anti-seismic installation method of thin building material board and anti-bulge and anti-seismic thin building material board assembly - Google Patents

Abstract

The invention is a thin building material board body assembly with anti-bulge and shock resistance, which includes a first building material board body and a first structural reinforcement. A first combining groove is formed on one side of the first building material board body for abutting against the cement mortar. The first structural reinforcement is combined with the cement mortar, and includes a first hook portion. The first hooking portion is penetrated in the first combining groove of the first building material board body. By first combining the first structural reinforcement with the first building material board, and then combining the first structural reinforcement with the cement mortar through direct embedding, screw locking, piercing and hooking, etc. In addition to the surface contact sticking, the thin building material board also has a structure of actual clamping and bonding, so the bonding force is strong enough to prevent the thin building material and the cement mortar from separating and bulging.

Description

Dry and wet anti-bulge and anti-seismic installation method of thin building material board and thin building material board assembly with anti-bulge and anti-seismic

This creation relates to a construction method and a building material assembly, especially a dry and wet anti-uplift and seismic installation method for a thin building material board body, and a thin building material board body assembly for anti-uplift and earthquake resistance.

In recent years, the global climate has changed drastically, resulting in a large temperature difference between day and night, which threatens the safety of people's lives and properties, and people's lives and properties are damaged as a result. For example, for the building materials such as ceramic tiles used on the floor and walls of buildings indoors and outdoors, the floor tiles are often raised and the wall tiles fall off, and even the tiles will burst or the tiles will rain. life safety events.

The reason for the above-mentioned dangerous events is that the building materials such as ceramic tiles in the prior art are only adhered to the cement mortar that has been dried on the wall or the ground (dry construction method) through the adhesive, or only the cement mortar on the wall or the ground. Adhere the tiles to the cement mortar and wait for it to dry before drying (wet method), that is to say, there is only surface contact between the tiles and the wall or the ground, and there is no actual clamping structure. Therefore, the tiles and cement The bonding force between the mortars is not strong enough. Therefore, due to multiple reasons such as poor building materials, unreliable construction methods, repeated thermal expansion and contraction in weather, or earthquakes, it is easy to cause the tiles and cement mortar to separate, which in turn leads to the above-mentioned problems. Incidents that seriously threaten the lives of residents and pedestrians.

In view of this, the construction methods and building materials in the prior art really need to be improved, so as to prevent and prevent the occurrence of the above dangerous situations.

In view of the above-mentioned shortcomings and deficiencies of the prior art, the present invention provides a dry-wet anti-bulge and anti-seismic installation method for a thin building material board, and a thin building material board assembly for anti-uplift and anti-seismic, which can enable thin building materials such as ceramic tiles. In addition to the surface contact sticking, it has a structure of actual clamping and bonding, so the bonding force is strong enough to prevent the separation and bulging of thin building materials and cement mortar, and further avoid tile bursting and tile rain and other serious threats to the lives of households and pedestrians. event happens.

In order to achieve the above-mentioned creative purpose, the technical means used in this creation is to design a thin building material board body assembly with anti-uplift and shock resistance, which is used for combining with a cement mortar; the thin building material board body component with anti-uplift and shock resistance includes: A building material board body with a thickness of 6 mm to 16 mm; the first building material board body has a first inner side surface, a first bonding groove is formed on the first inner side surface, and the first inner side surface is used for affixing leaning against the cement mortar; a first structural reinforcement for combining with the cement mortar, and comprising a first hooking part, which penetrates in the first combining groove of the first building material board ; a flat plate part, which is connected to the first hooking part and is located outside the first combining groove; an acute angle or a right angle is formed between the flat plate part and the first hooking part; a second building material board body, the thickness of which is 6 mm to 16 mm; the second building material board body has a second inner side, a second combining groove is formed on the second inner side, and the second inner side is used to abut the cement mortar; a second structural reinforcement, which includes a second hooking part, which penetrates in the second combining groove of the second building material board; an abutting board part, which is connected to the second The hook portion is abutted against the second inner side surface of the second building material board body and the first inner side surface of the first building material board body.

In order to achieve the above-mentioned creation purpose, the technical means used in this creation is to design a dry-wet type anti-bulge and anti-seismic installation method for a thin building material board, wherein a first hook part of a first structural reinforcement is pierced to A first combining groove formed on a first inner side surface of a first building material board, so that the first structural reinforcement is hooked on the first building material board; the first building material board is connected to the first building material board with the The first inner side is pressed against the surface of a wall or a cement mortar on the ground, and the first structural reinforcement is combined with the cement mortar, so that the first building material board is fixed on the wall or the ground. On the ground; pass a second hook portion of a second structural reinforcement into a second combining groove formed on a second inner surface of a second building material board, and make the second structure An abutting plate portion of the reinforcing member abuts against the second inner side surface of the second building material board body; after combining the first structural reinforcing member with the cement mortar, the abutting portion of the second structural reinforcing member The plate part is penetrated into the cement mortar and the abutting plate part is pressed against the first inner side of the first building material board body, and the second inner side of the second building material board body is abutted against the The surface of the cement mortar, thereby making the abutting plate portion of the second structural reinforcement abut against the second inner side surface of the second building material board body and the first inner side surface of the first building material board body at the same time.

The advantage of the present invention lies in that the first hook portion of the first structural reinforcing member is penetrated into the first combining groove of the first building material board body, and the first structural reinforcing member can be directly embedded in the cement mortar to prevent The screws are fastened to the cement mortar, or a cement hook portion is formed with a barb to penetrate into the cement mortar to be combined with the cement mortar, so that the first building material board can not only adhere to the surface of the cement mortar with the first inner side, but also It is clamped and bonded in the cement mortar through the first structural reinforcement. Thereby, the first structural reinforcement can strengthen the bonding strength between the first building material board and the cement mortar, so as to resist thermal expansion and contraction and earthquakes, so as to prevent the first building material board and the cement mortar from being separated and uplifted, and further prevent the Incidents such as tile bursting and tile rain that seriously threaten the lives of households and pedestrians occurred. In addition to retaining the original construction method (wet type and dry type) of the building material board, this creation further cooperates with the first structural reinforcement, which can achieve double protection and make the building material board more difficult to separate from the cement mortar.

The first structural reinforcing member and the second structural reinforcing member of this creation are made of SUS-304 stainless steel. The first structural reinforcing member and the second structural reinforcing member are fixed on the structure with anchors, and then hooked into the back of the tile. , This installation method is stable and reliable, not loose, not falling off, and there will be no looseness that is easily caused by traditional tile cement paste.

Further, in the anti-uplift and anti-vibration thin building material board body assembly, wherein the flat plate portion of the first structural reinforcement is used to be embedded in the cement mortar; the flat plate portion of the first structural reinforcement and the A cement mortar space is sandwiched between the first inner sides of the first building material board; the cement mortar can be filled in the cement mortar space.

Further, in the anti-uplift and anti-vibration thin building material board body assembly, the first structural reinforcement includes a fixing portion, which is connected to the flat plate portion and forms a fixing hole; the fixing portion is used to pass through a The screw passes through the fixing hole and is combined with the cement mortar.

Further, in the anti-uplift and anti-vibration thin building material board body assembly, wherein the flat plate portion of the first structural reinforcement is abutted against the first inner side surface of the first building material board body; the first structural reinforcement The component includes a retracting portion, which is connected to the flat plate portion and extends in a direction away from the first inner side surface; the fixing portion is connected to an end of the retracting portion away from the flat plate portion, and is connected to the flat plate portion through the retracting portion .

Further, in the anti-uplift and anti-vibration thin building material board body assembly, wherein the first structural reinforcement includes a cement hook portion, which is connected to the flat plate portion and faces a direction away from the first building material board body extension; the cement hooking part is penetrated in the cement mortar.

Further, in the anti-uplift and anti-vibration thin building material board body assembly, the first hook portion is formed at one end of the flat plate portion.

Further, in the anti-uplift and anti-vibration thin building material board assembly, a hole is formed between two ends of the flat plate portion, and the first hook portion is formed on the periphery of the hole.

Further, in the anti-uplift and anti-vibration thin building material board assembly, wherein the first hook portion of the first structural reinforcement is inclined to the second hook portion of the second structural reinforcement a flat plate portion; the second hook portion of the second structural reinforcement member is inclined to the abutting plate portion toward the first hook portion of the first structural reinforcement member.

Further, in the above-mentioned dry-wet anti-uplift and seismic installation method for thin building material panels, when combining the first structural reinforcement and the cement mortar, the first structural reinforcement is performed before the cement mortar solidifies. A flat plate part is buried in the cement mortar, and the cement mortar is filled into a cement mortar space formed between the flat plate part and the first inner side of the first building material board, and the cement mortar is solidification.

Further, in the above-mentioned dry-wet anti-uplift and seismic installation method for thin building material panels, when combining the first structural reinforcement and the cement mortar, the first structural reinforcement is performed before the cement mortar solidifies. A cement hooking part of the said cement mortar is penetrated into the cement mortar, and the cement mortar is solidified.

Further, in the dry-wet type anti-bulging and anti-seismic installation method of the thin building material board, wherein a fixed part of the first structural reinforcement is abutted against the wall or the ground, and a screw is used for a fixed part. The screw penetrates a fixing hole on the fixing part, locks the screw into the wall or the ground, and presses the fixing part against the wall or the ground with a screw head of the screw.

A: Cement mortar

B: Screw

10: The first building material board

11: The first inner side

12: The first combined groove

20: First structural reinforcement

21: The first hook

22: Flat panel

23: Cement mortar space

10B: The first building material board

20B: First structural reinforcement

22B: Flat panel

24B: Cement hooking department

10C: The first building material board

11C: First inner side

20C: First structural reinforcement

21C: The first hook

22C: Flat panel

25C: Fixed part

251C: Fixing hole

26C: Retreat Department

27C: Second hook

30C: Second building material board

31C: Second medial side

32C: Second bonding groove

21D: The first hook

22D: Flat Section

27D: Second hook

10E: The first building material board

11E: First inner side

20E: First structural reinforcement

21E: The first hook

22E: Flat panel

30E: Second building material board

31E: Second medial side

32E: Second bonding groove

40E: Second structural reinforcement

41E: Second hook

42E: Abutting plate

20F: First structural reinforcement

40F: Second Structural Reinforcement

20G: First structural reinforcement

21G: The first hook

22G: Flat panel

25G: Fixed part

251G: Fixing hole

20H: First structural reinforcement

21H: The first hook

25H: Fixed part

251H: Fixing hole

20I: First structural reinforcement

21I: The first hook

22I: flat panel

25I: Fixed part

251I: Fixing hole

26I: Retreat Department

FIG. 1 is an exploded view of the first embodiment of the present invention.

Fig. 2 is a side sectional view of the first embodiment of the present invention in use.

FIG. 3 is a three-dimensional appearance view of the first structural reinforcement in the second embodiment of the present invention.

Fig. 4 is a side sectional view of the second embodiment of the present invention in use.

FIG. 5 is a three-dimensional appearance view of the first structural reinforcement in the third embodiment of the present invention.

Fig. 6 is a side sectional view of the third embodiment of the present invention in use.

FIG. 7 is a three-dimensional appearance view of the first structural reinforcement in the fourth embodiment of the present invention.

FIG. 8 is an exploded view of the components of the fifth embodiment of the present invention.

FIG. 9 is a bottom view of the fifth embodiment of the present invention.

FIG. 10 and FIG. 11 are schematic diagrams of combining actions of the fifth embodiment of the present invention.

FIG. 12 is a side sectional view of the sixth embodiment of the present invention.

FIG. 13 is a perspective external view of the seventh embodiment of the present invention.

FIG. 14 is a three-dimensional external view of the eighth embodiment of the present invention.

FIG. 15 is a perspective external view of the ninth embodiment of the present invention.

The technical means adopted by the present creation to achieve the predetermined creation purpose are further described below in conjunction with the drawings and preferred embodiments of the present creation.

Please refer to FIG. 1 and FIG. 2 , the anti-uplift and anti-seismic thin building material board assembly of the present invention is used to combine with a cement mortar A. In the first embodiment, the anti-uplift and anti-vibration thin building material board assembly includes a first building material board 10 and a first structural reinforcement 20 .

The thickness of the first building material board 10 is 6 mm to 16 mm. Specifically, the first building material board 10 may be ceramic tile or artificial stone. The first building material board 10 has a first inner side 11 , namely the back of the tile. A first bonding groove 12 is formed on the first inner side 11 , and the first inner side 11 is used to abut against the cement mortar A.

The first structural reinforcement 20 is used for combining with the cement mortar A, and includes a first hook portion 21 and a flat plate portion 22 . The first hooking portion 21 penetrates through the first combining groove 12 of the first building material board body 10 . The flat plate portion 22 is connected to the first hooking portion 21 and is located outside the first combining groove 12; and the flat plate portion 22 is parallel to the first building material board 10 in the first embodiment, and an acute angle or a right angle is formed between the flat plate portion 22 and the first hook portion 21 .

Specifically, there are three ways of combining the first structural reinforcement 20 with the cement mortar A, which are disclosed in the first, second, and third embodiments of the present invention, and are described below.

Please refer to FIG. 1 and FIG. 2 , in the first embodiment, the flat plate portion 22 of the first structural reinforcement member 20 is used to be embedded in the cement mortar A. As shown in FIG. A cement mortar space 23 is sandwiched between the flat plate portion 22 of the first structural reinforcement member 20 and the first inner side surface 11 of the first building material board body 10 . The cement mortar A can be filled in the cement mortar space 23 . In this way, the first structural reinforcement 20 can be combined in the cement mortar A through the flat plate portion 22 . In addition, in the first embodiment, the first hooking portion 21 is formed at one end of the flat plate portion 22 ; in other words, the first hooking portion 21 is directly formed by bending the end of the flat plate portion 22 . In addition, in the first embodiment, the first hooking portion 21 is inclined to the flat plate portion 22, and the included angle between the first hooking portion 21 and the flat plate portion 22 is an acute angle, so as to facilitate the fastening of the first building material plate body 10; but in other embodiments, the first hook portion 21 may also be perpendicular to the flat plate portion 22, that is, the included angle is 90 degrees, or the included angle may also be an obtuse angle; in addition, the first hook portion 21 may not be It is formed by bending the end of the flat plate portion 22 , for example, please refer to the third embodiment of the present invention.

Please refer to FIG. 3 and FIG. 4 , in the second embodiment, the first structural reinforcement 20B includes a cement hook portion 24B. The cement hooking portion 24B is connected to the flat plate portion 22B and extends in a direction away from the first building material plate body 10B. The cement hook portion 24B is inserted through the cement mortar A. In this way, the first structural reinforcement 20B can be combined with the cement mortar A through the cement hook portion 24B. In addition, the cement hooking portion 24B may be perpendicular to the flat plate portion 22B, or may be inclined to the flat plate portion 22B, and in the second embodiment, an acute angle is sandwiched between the cement hooking portion 24B and the flat plate portion 22B, so that the It is beneficial to firmly combine the first structural reinforcement 20B with the cement mortar A.

Please refer to FIG. 5 and FIG. 6 , in the third embodiment, the flat plate portion 22C of the first structural reinforcement member 20C abuts against the first inner side surface 11C of the first building material board body 10C, and the first structural reinforcement member 20C wraps It includes a fixing portion 25C and a retracting portion 26C. The fixing portion 25C is connected to the flat plate portion 22C, and a fixing hole 251C is formed. The fixing portion 25C is used for connecting to the cement mortar A through a screw B through a fixing hole 251C. The escape portion 26C is connected to the flat plate portion 22C, and extends in a direction away from the first inner surface 11C. The fixed portion 25C is connected to the end of the escape portion 26C away from the flat plate portion 22C, and is connected to the flat plate portion 22C via the escape portion 26C. In this way, the first structural reinforcement 20C can be firmly combined with the cement mortar A by locking the fixing portion 25C with a screw B. The escape portion 26C is used to prevent the screw B from interfering with the first building material board body 10C, but in other embodiments, there may be no escape portion 26C.

In addition, in the third embodiment, a hole is formed between two ends of the flat plate portion 22C, and the first hook portion 21C is formed on the periphery of the hole; in other words, the specific method of forming the first hook portion 21C is to A ㄇ-shaped slit is cut on the portion 22C, and the portion inside the slit is formed by bending the portion on the inside of the slit relative to the portion on the outside of the slit along the connecting line of both ends of the slit (ie, stamping), and the first hook portion 21C is formed. The angle with the flat plate portion 22C may be an acute angle, a right angle, or an obtuse angle.

Furthermore, in the third embodiment, the anti-uplift and anti-vibration thin building material board assembly further includes a second building material board 30C, and the first structural reinforcement 20C further includes a second hook portion 27C. The thickness of the second building material board body 30C is 6 mm to 16 mm. The second building material board body 30C has a second inner side surface 31C, a second bonding groove 32C is formed on the second inner side surface 31C, and the second inner side surface 31C is used to abut against the cement mortar A. The second inner side surface 31C and the first inner side surface 11C of the first building material board body 10C are located on the same imaginary plane. The second building material board body 30C and the first building material board body 10C may be identical, or may be partially different. The second hook portion 27C of the first structural reinforcement member 20C is connected to the flat plate portion 22C, and passes through the second combining groove 32C of the second building material plate body 30C, whereby the first structural reinforcement member 20C passes through the first hook The setting portion 21C and the second hooking portion 27C can stably combine the first building material board 10C and the second building material board 30C with the cement mortar A at the same time. In addition, in the third embodiment, both the first hook portion 21C and the second hook portion 27C of the first structural reinforcement 20C are formed by re-bending (ie, stamping) due to the slit on the flat plate portion 22C. , but not limited to this.

For example, please refer to FIG. 7 , in the fourth embodiment, the first hook portion 21D can also be formed by bending the end of the flat plate portion 22D, and the second hook portion 27D is re-bent due to the slit on the flat plate portion 22D. formed by folding.

Referring to FIGS. 8 to 11 , in the fifth embodiment, the anti-uplift and anti-vibration thin building material board assembly includes the same second building material board 30E as the third embodiment, and further includes a second structural reinforcement 40E. The second structural reinforcement 40E includes a second hooking portion 41E and an abutting plate portion 42E. The second hooking portion 41E is penetrated in the second combining groove 32E of the second building material board body 30E. The abutting plate portion 42E is connected to the second hooking portion 41E, and abuts against the second inner side surface 31E of the second building material board body 30E and the first inner side surface 11E of the first building material board body 10E.

That is to say, in the fifth embodiment, the first structural reinforcement 20E only firmly combines the first building material board 10E with the cement mortar A, while the second structural reinforcement 40E is first combined through the second hook portion 41E On the second building material board body 30E, the abutting plate portion 42E abuts against the first inner side surface 11E of the first building material board body 10E that has been stably fixed by the first structural reinforcement 20E, whereby the second building material board body 30E It is clamped to the first building material board 10E through the abutting plate portion 42E of the second structural reinforcement 40E; and at this time, since the first building material board 10E has been firmly fixed on the cement mortar A, the second building material board The body 30E is also fixed to the cement mortar A indirectly. In other words, in the fifth embodiment, the second structural reinforcement 40E is not actually directly combined with the cement mortar A, but is fixed to the second building material board 30E by being clamped to the first building material board 10E.

In addition, in the fifth embodiment, the first hook portion 21E of the first structural reinforcement member 20E is inclined to the flat plate portion 22E toward the second hook portion 41E of the second structural reinforcement member 40E, and the The second hook portion 41E is inclined to the abutting plate portion 42E toward the first hook portion 21E of the first structural reinforcement 20E, that is, the first hook portion 21E and the second hook portion 41E extend obliquely toward each other, A state in which the first building material board body 10E and the second building material board body 30E are fastened by up and down or left and right clamps is formed.

Furthermore, the first structural reinforcement 20E in the fifth embodiment is exactly the same as that in the second embodiment, but the same structure as the first embodiment can also be used in other embodiments; The structural configuration is preferably applied to floor tiles, but can also be applied to wall tiles.

For example, please refer to FIG. 12 , in the sixth embodiment, the structure of the first structural reinforcement member 20F is exactly the same as that of the first embodiment, and further cooperates with the second structural reinforcement member 40F to fix building materials such as ceramic tiles on the wall. .

The detailed structures of the first structural reinforcement in the above-mentioned first to sixth embodiments can be combined and combined arbitrarily, and are not limited to the combinations disclosed in the above-mentioned first to sixth embodiments.

For example, please refer to FIG. 13 , in the seventh embodiment, the first structural reinforcement 20G includes a fixing portion 25G and a fixing hole 251G but does not include an escape portion, and the first hook portion 21G is bent by the end of the flat plate portion 22G form.

Alternatively, please refer to FIG. 14 , in the eighth embodiment, the first structural reinforcement 20H includes a fixing portion 25H and a fixing hole 251H but does not include a retracting portion, wherein the fixing hole 251H is a horizontally long hole, and the first hooking portion 21H It is formed by bending by punching.

Furthermore, please refer to FIG. 15 , in the ninth embodiment, the first structural reinforcement 20I includes a fixing portion 25I, three fixing holes 251I, and a retreat portion 26I, and the first hooking portion 21I is formed by the flat plate portion 22I. The ends are bent to form.

The anti-uplift and anti-seismic thin building material panel assembly of this creation is constructed in conjunction with the dry and wet anti-uplift and seismic installation method of the thin building material board of this creation.

During construction, the first hooking portion 21 of the first structural reinforcing member 20 is inserted into the first combining groove 12 formed on the first inner side surface 11 of the first building material board body 10, so as to strengthen the first structure The member 20 hooks the first building material board body 10 . The first building material board 10 is attached to the wall or a ground with the first inner side 11 The surface of the cement mortar A on the surface, and the first structural reinforcement 20 is combined with the cement mortar A, so that the first building material board 10 is fixed on the wall or the ground. Wherein, the ground here is not limited to the outdoor ground, but may also be a floor or the like, and the combination method here depends on different embodiments, and the details are as follows.

In the first embodiment, when combining the first structural reinforcement member 20 with the cement mortar A, before the cement mortar A solidifies, the flat plate portion 22 of the first structural reinforcement member 20 is embedded in the cement mortar A, and the cement mortar A is Fill in the cement mortar space 23 formed between the flat plate portion 22 and the first inner side surface 11 of the first building material board body 10, and wait for the cement mortar A to solidify to complete the construction.

In the second embodiment, when the first structural reinforcement 20B is combined with the cement mortar A, before the cement mortar A is solidified, the cement hooking portion 24B of the first structural reinforcement 20B is inserted into the cement mortar A, and the The cement mortar A is solidified and the construction is completed.

In the third embodiment, when the first structural reinforcement 20C is combined with the cement mortar A, the fixing portion 25C of the first structural reinforcement 20C is pressed against the wall or the ground, and a screw of a screw B is used The fixing hole 251C on the fixing part 25C is penetrated, the screw is locked into the wall or the ground, and a screw head of the screw B is used to press the fixing part 25C against the wall or the ground to complete the construction.

In the fifth embodiment, the second hooking portion 41E of the second structural reinforcement 40E is penetrated into the second combining groove 32E formed on the second inner side surface 31E of the second building material board body 30E, and the The abutting plate portion 42E of the second structural reinforcement 40E abuts against the second inner side surface 31E of the second building material plate body 30E. After combining the first structural reinforcement member 20E with the cement mortar A, the abutting plate portion 42E of the second structural reinforcement member 40E is penetrated into the cement mortar A, and the abutting plate portion 42E is abutted against the first building material board body The first inner side 11E of the 10E, and the second inner side 31E of the second building material board 30E is abutted on the surface of the cement mortar A, thereby making the abutting plate portion 42E of the second structural reinforcement 40E abut against the surface of the cement mortar A at the same time. The second inner side surface 31E of the second building material board body 30E and the first inner side surface 31E of the first building material board body 32E complete the construction of fixing the second building material board body 30E. In addition, in the first, second, third, and fourth embodiments, the first structure may be After the reinforcement is combined with the cement mortar A, the second building material board is combined with the first building material board through the second structural reinforcement in this installation method.

The advantage of the present invention is that the first hook portion 21 of the first structural reinforcement member 20 is penetrated into the first combining groove 12 of the first building material board 10, and the first structural reinforcement member 20 can be directly buried through the The cement mortar A is inserted into the cement mortar A, and the screw B is used to lock the cement mortar A, or the cement hooking portion 24 is formed to be hooked and hooked into the cement mortar A to be combined with the cement mortar A, so that the first building material board 10 can not only have The first inner side surface 11 is adhered to the surface of the cement mortar A, and can also be clamped into the cement mortar A through the first structural reinforcement 20 . Thereby, the first structural reinforcement 20 can strengthen the bonding strength between the first building material board 10 and the cement mortar A, so as to resist thermal expansion and contraction and earthquakes, thereby preventing the first building material board 10 and the cement mortar A from being separated Uplift, and further avoid events such as tile bursting and tile rain that seriously threaten the safety of homes and pedestrians. In addition to retaining the original construction method (wet type and dry type) of the building material board, this creation further cooperates with the first structural reinforcement 20, which can achieve double protection, making the building material board more difficult to separate from the cement mortar A, which can completely overcome the 2mm, 3mm, 5mm and even larger dirt roads.

The above is only the preferred embodiment of the creation, and does not limit the creation in any form. Although the creation has been disclosed as above in the preferred embodiment, it is not intended to limit the creation. Those of ordinary knowledge, within the scope of the technical solution of the creation, can make some changes or modifications to equivalent embodiments with equivalent changes by using the technical content disclosed above, provided that the content that does not depart from the technical solution of the creation is based on the technical content of the invention. The technical essence of the creation Any simple modifications, equivalent changes and modifications made to the above embodiments still fall within the scope of the technical solution of the creation.

A: Cement mortar

10: The first building material board

11: The first inner side

12: The first combined groove

20: First structural reinforcement

21: The first hook

22: Flat panel

23: Cement mortar space

Claims (12)

An anti-uplift and anti-vibration thin building material board body assembly is used for combining with a cement mortar; the anti-uplift and anti-seismic thin building material board body assembly comprises a first building material board body with a thickness of 6 mm to 16 mm; the first The building material board body has a first inner side, a first combining groove is formed on the first inner side, and the first inner side is used to abut against the cement mortar; a first structural reinforcement is used to connect with the cement mortar. The cement mortar is combined, and includes a first hook portion, which penetrates in the first combining groove of the first building material board body; a flat plate portion, which is connected to the first hook portion and located in the first hook portion Outside the first combining groove; an acute or right angle is formed between the flat plate portion and the first hooking portion; a second building material board with a thickness of 6 mm to 16 mm; the second building material board There is a second inner side surface, a second combined groove is formed on the second inner side surface, and the second inner side surface is used to abut the cement mortar; a second structural reinforcement includes a second hook a part, which passes through the second combining groove of the second building material board; an abutting board part, which is connected to the second hooking part and abuts against the first part of the second building material board Two inner sides and the first inner side of the first building material board body. The anti-uplift and anti-seismic thin building material board assembly as claimed in claim 1, wherein the flat plate portion of the first structural reinforcement is used to be embedded in the cement mortar; the flat plate portion of the first structural reinforcement is connected to the A cement mortar space is sandwiched between the first inner sides of the first building material board; the cement mortar can be filled in the cement mortar space. The anti-uplift and anti-seismic thin building material panel body assembly according to claim 1, wherein the first structural reinforcement comprises: A fixing part is connected to the flat plate part and forms a fixing hole; the fixing part is used for connecting to the cement mortar through a screw through the fixing hole. The anti-uplift and anti-vibration thin building material board body assembly according to claim 3, wherein the flat plate portion of the first structural reinforcement is abutted against the first inner side surface of the first building material board body; the first structural reinforcement The component includes a retracting portion, which is connected to the flat plate portion and extends in a direction away from the first inner side surface; the fixing portion is connected to an end of the retracting portion away from the flat plate portion, and is connected to the flat plate portion through the retracting portion . The anti-uplift and anti-seismic thin building material board body assembly as claimed in claim 1, wherein the first structural reinforcement includes a cement hook portion, which is connected to the flat plate portion and faces a direction away from the first building material board body extending; the cement hooking part is penetrated in the cement mortar. The anti-uplift and anti-vibration thin building material board body assembly according to any one of claims 1 to 5, wherein the first hook portion is formed at one end of the flat plate portion. The anti-uplift and anti-seismic thin building material board assembly according to any one of claims 1 to 5, wherein a hole is formed between two ends of the flat plate portion, and the first hook portion is formed on the periphery of the hole. The anti-swelling and anti-seismic thin building material panel assembly according to any one of claims 1 to 5, wherein the first hook portion of the first structural reinforcement member faces the second hook of the second structural reinforcement member The setting portion is inclined to the flat plate portion; the second hook portion of the second structural reinforcement member is inclined to the abutting plate portion toward the first hook portion of the first structural reinforcement member. A dry-wet anti-uplift and anti-seismic installation method for a thin building material board, wherein a first hook portion of a first structural reinforcement is passed through a first inner side surface of a first building material board. In a first combination groove, the first structural reinforcement is hooked to the first building material board body; the first building material board body is abutted against the cement on a wall or a ground with the first inner side surface The surface of the mortar, and the first structural reinforcement is combined with the cement mortar, so that the first building material board is fixed on the wall or the ground; a second hook of a second structural reinforcement The part is penetrated into a second combining groove formed on a second inner side surface of a second building material board body, and abutting plate part of the second structural reinforcement member abuts against the second building material board The second inner side surface of the body; after combining the first structural reinforcement with the cement mortar, the abutting plate portion of the second structural reinforcement is passed into the cement mortar and the abutting plate portion is abutting against the first inner side of the first building material board, and abutting the second inner side of the second building material board against the surface of the cement mortar, thereby making the second structural reinforcement The abutting plate portion abuts against the second inner side surface of the second building material board body and the first inner side surface of the first building material board body at the same time. The dry-wet anti-uplift and seismic installation method for thin building material panels as claimed in claim 9, wherein when combining the first structural reinforcement and the cement mortar, the first structural reinforcement is performed before the cement mortar solidifies A flat plate part is buried in the cement mortar, and the cement mortar is filled into a cement mortar space formed between the flat plate part and the first inner side surface of the first building material board, and the cement mortar is solidification. The dry-wet anti-uplift and seismic installation method for thin building material panels as claimed in claim 9, wherein when combining the first structural reinforcement and the cement mortar, the first structural reinforcement is performed before the cement mortar solidifies A cement hooking part of the said cement mortar is penetrated into the cement mortar, and the cement mortar is solidified. The dry-wet anti-uplift and anti-seismic installation method of the thin building material board according to claim 9, wherein a fixed part of the first structural reinforcement is abutted against the wall or the ground, and a screw A screw rod of the wire penetrates a fixing hole on the fixing part, locks the screw rod into the wall or the ground, and presses the fixing part against the wall or the ground with a screw head of the screw .

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