CN212200891U - High-strength anti-seismic wall anti-cracking hollow brick - Google Patents

High-strength anti-seismic wall anti-cracking hollow brick Download PDF

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CN212200891U
CN212200891U CN202020693298.XU CN202020693298U CN212200891U CN 212200891 U CN212200891 U CN 212200891U CN 202020693298 U CN202020693298 U CN 202020693298U CN 212200891 U CN212200891 U CN 212200891U
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brick body
brick
along
wall
seismic wall
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吴胜万
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Hunan Chenghe Tianxia Intelligent Technology Development Co.,Ltd.
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Abstract

The utility model discloses a high strength antidetonation wall body crack control hollow brick belongs to building engineering technical field, including the brick body, improve as follows on former basis: the top surface of the brick body is provided with a first protruding part along the length direction, and the bottom surface of the brick body is provided with a first concave part matched with the first protruding part; one end face of the brick body is provided with a second convex part along the height direction, and the other opposite end face is provided with a second concave part matched with the second convex part; the brick body is provided with a first through hole along the height direction; blind holes are distributed on the first sunken part; counter bores which are distributed along the length direction are arranged on the two sides of the top surface and the bottom surface of the brick body; the first protruding part and the first concave part are provided with a groove which is arranged in the middle and is arranged along the length direction, and the groove is used as a further improvement of the technical scheme: the first through holes are distributed on the first convex parts and the first concave parts. Its main advantage lies in that the speed of building by laying bricks or stones is faster, and the wall intensity is higher after piling up simultaneously, and antidetonation is anti-cracking effectual.

Description

High-strength anti-seismic wall anti-cracking hollow brick
Technical Field
The utility model belongs to the technical field of building engineering, specifically be a high strength antidetonation wall body crack control hollow brick.
Background
The existing building bricks have various types and complex varieties, and can be divided into the following parts according to the structure: through-hole bricks, blind-hole bricks, solid bricks, hollow bricks, and the like; the hollow brick is called as a hollow brick because the brick body has more holes, and the hollow brick becomes a product recommended by the national building department firstly because of the advantages of light weight, less consumption of raw materials and the like, and becomes a wall main material most commonly used in the building industry.
The shape, the number, the distribution position and the like of the mesopores of the prior hollow brick are greatly different; the components are as follows: clay bricks, sand-lime bricks, shale bricks, cement bricks, coal-lime bricks and the like; according to the forming mode, the method can be divided into: static pressing bricks (a press), vibrating bricks (the press), manually pressing and the like; the existing bricks in various forms have obvious defects, and the protruding problems are as follows:
1. the upper and lower or left and right of each brick are not provided with a positioning buckle and are completely solidified by cement mortar, so that the integral strength of the wall body is not high, and the anti-seismic effect is not good.
2. Poor wall surface flatness requires multiple painting.
3. The overall dimension is smaller; the size of the wall gap is controlled by manual control, and the wall gap is uneven and not attractive.
4. The small-size wall brick is low in wall building efficiency.
5. The middle part is inconvenient to inject the daub; when the wall is dismantled, the bricks are completely damaged and cannot be reused.
SUMMERY OF THE UTILITY MODEL
To above problem, the utility model provides a high strength antidetonation wall body crack control hollow brick, its main advantage lies in that to build the speed faster, and pile up wall intensity after simultaneously higher, and the antidetonation is anti to split effectually.
In order to achieve the above object, the utility model adopts the following technical scheme:
a high-strength anti-seismic wall anti-cracking hollow brick comprises a brick body, wherein a first protruding portion is arranged on the top surface of the brick body along the length direction, and a first concave portion matched with the first protruding portion is arranged on the bottom surface of the brick body; one end face of the brick body is provided with a second convex part along the height direction, and the other opposite end face is provided with a second concave part matched with the second convex part; the brick body is provided with a first through hole along the height direction; blind holes are distributed on the first sunken part; counter bores which are distributed along the length direction are arranged on the two sides of the top surface and the bottom surface of the brick body; the first protruding part and the first concave part are provided with a groove which is arranged in the middle and is arranged along the length direction, and the groove is used as a further improvement of the technical scheme: the first through holes are distributed on the first convex parts and the first concave parts.
As a further improvement of the above technical solution: first bellying, first depressed part, second bellying are the setting of lining up both ends in the middle of.
As a further improvement of the above technical solution: the groove penetrates through two ends of the brick body.
As a further improvement of the above technical solution: the blind holes are cylindrical holes.
As a further improvement of the above technical solution: the counter bore is a kidney-shaped hole.
As a further improvement of the above technical solution: the first through holes are distributed along the length direction of the brick body; and a second through hole is formed in the cross beam between every two adjacent first through holes.
As a further improvement of the above technical solution: the first convex part and the first concave part are arranged with one end penetrating through the end face of the brick body and the other end not penetrating through; a third concave part is arranged on the first convex part; the third concave part is arranged through two sides of the first convex part.
As a further improvement of the above technical solution: the groove penetrates through one end of the brick body, and the other end of the brick body is not penetrated; the direction that the recess link up is the same direction with first bellying or first depressed part.
As a further improvement of the above technical solution: the bottom surface of the third sunken part is higher than the top surface of the brick body.
Compared with the prior art, the utility model has the advantages of:
1. in the technical scheme, the first convex part and the first concave part form an upper and lower buckle structure, and the second convex part and the second concave part form a left and right buckle, so that the wall body is vertical and flat, and the horizontal wall seam is uniform; the inner wall and the outer wall do not need to be painted; the construction period and the cost are saved; after the wall is built by the cement, the whole wall can be assembled to form an assembly trial wall, and the waterproof and impermeable effects can be achieved.
2. In the technical scheme, the middle two large square through holes are provided, and a plurality of small round blind holes are also arranged, so that the hollow rate can be ensured to be more than 40%, the strength of a brick body can be improved, the blind hole structure can improve the heat insulation effect of the brick body, the built building wall is firmer, and the anti-seismic and anti-cracking effects are improved;
4. the counter bores in the technical scheme are distributed on two sides of the brick body and are not distributed on the first protruding part or the first sunken part, so that the effect of fixing the brick sealant can be achieved, the product is connected with the upper brick and the lower brick through rivets, no wall body crack phenomenon occurs after the wall is built by using glue, and meanwhile, the sealing operation is more convenient; the sealant injection construction of the wall joints at the two sides is more convenient than the original middle part; when the wall is disassembled, the sealant is easier to remove, and the hollow brick is convenient to be reused.
5. The groove formed by combining the semicircular holes in the middle parts of the first convex part and the first concave part can be used as an internal pipe network pipe distribution or a wall horizontal reinforcing framework; the installation of the water and electricity pipe network line pipe is convenient, water and electricity pipe network workers are not needed, and the installation of the groove is performed within a long time.
6. In the technical scheme, the second through hole can be formed in the cross beam between the two adjacent first through holes and is in a long strip shape, so that the brick can be conveniently cut into two sections to be changed into two small bricks for use.
7. In the technical scheme, the middle of the upper surface of the first protruding part can be provided with the third recessed part, so that the upper layer is matched by 90 degrees to avoid interference.
Drawings
FIG. 1 is a schematic perspective view of the present embodiment with its bottom surface facing upward;
FIG. 2 is a schematic view of the upper end of the embodiment in a vertical structure;
FIG. 3 is an end view of the present embodiment;
FIG. 4 is a top view of the present embodiment;
FIG. 5 is a perspective view of the second embodiment;
FIG. 6 is a bottom view of the second embodiment;
FIG. 7 is a perspective view of the third embodiment;
FIG. 8 is a perspective view of a fourth embodiment;
fig. 9 is a schematic view of the wall surface built by the main wall bricks, the auxiliary wall bricks and the corner bricks.
In the figure: 1. a brick body; 2. a first boss portion; 3. a first through hole; 4. a groove; 5. a cross beam; 6. a counter bore; 7. a first recess; 8. blind holes; 9. a second recess; 10. a second boss portion; 11. a second through hole; 12. a third recessed portion; 13. a main wall brick; 14. corner bricks; 15. and (5) assisting wall bricks.
Detailed Description
In order to make the technical solution of the present invention better understood, the present invention is described in detail below with reference to the accompanying drawings, and the description of the present invention is only exemplary and explanatory, and should not be construed as limiting the scope of the present invention.
Referring to fig. 1 to 9, in a specific embodiment, a high-strength anti-seismic wall anti-cracking hollow brick, which may be a main wall brick or an auxiliary wall brick, includes a brick body 1, wherein a first protrusion 2 is disposed on a top surface of the brick body 1 along a length direction, and a first recess 7 is disposed on a bottom surface of the brick body 1 and is matched with the first protrusion 2; one end face of the brick body 1 is provided with a second convex part 10 along the height direction, and the other opposite end face is provided with a second concave part 9 matched with the second convex part 10; the brick body 1 is provided with a first through hole 3 along the height direction; blind holes 8 are distributed on the first sunken part 7; counter bores 6 which are distributed along the length direction are arranged on the two sides of the top surface and the bottom surface of the brick body 1; the first convex part 2 and the first concave part 7 are provided with a central groove 4 along the length direction as a further improvement of the technical scheme: the first through holes 3 are distributed on the first convex portion 2 and the first concave portion 7.
Counter bores 6 are distributed on two sides of the top surface of the brick body 1, and the counter bores 6 on the top surface of the brick body 1 are not distributed on the first bulge part 2; counter bores 6 are distributed on two sides of the bottom surface of the brick body 1, and the counter bores 6 on the bottom surface of the brick body 1 are not distributed on the first sunken parts 7.
The depth and width of the first recess 7 are slightly greater than the width and depth of the first projection 2; the width and depth of the second recess 9 are slightly greater than those of the second protrusion 10; while the cross-sections of the depressions of the first and second depressions 7 and 9 are trapezoidal.
The first through hole 3 can be rectangular and has four inverted circular arcs at the four corners; the arrangement quantity and the positions of the counter bores 6 on the top surface and the bottom surface of the brick body 1 are kept consistent; the counter bores 6 on the left side and the right side are arranged symmetrically.
The depth of the blind hole 8 is preferably more than half the thickness of the brick.
The first protruding part and the first sunken part form an upper-lower buckle structure, the first sunken part is placed on the first protruding part and is mutually clamped, so that stacked brick bodies cannot move towards two sides, the second protruding part and the second sunken part form a left-right buckle, and when the bricks are stacked, two bricks on the same horizontal plane cannot move towards two sides, so that the wall body is ensured to be vertical and flat, and the horizontal wall joint is uniform; the inner wall and the outer wall do not need to be painted; and the construction period and the cost are saved.
The small round blind holes arranged in the technical scheme ensure that the hollow rate of the brick body is more than 40 percent; meanwhile, as the brick body is distributed with the blind holes, the brick body structure is more compact and firm during the manufacture of the hollow brick, so that the strength of the brick body can be improved, the depth of the set blind holes exceeds half of the height of the brick body, and after the brick bodies are stacked into a wall, the blind holes are in a vertical state, so that the air heat insulation effect is formed, and the heat insulation effect of the brick body is improved; when piling up the hollow brick and becoming the wall, the concrete between the adjacent brick body from top to bottom has the part to stretch into in the blind hole, forms the concrete column, consequently makes the bonding of upper and lower hollow brick more firm, and the building wall of building is more firm, improves the anti crack effect of combatting earthquake.
The counter bores 6 are distributed on two sides of the brick body and are not distributed on the first convex part or the first concave part, so that the effect of fixing the brick sealant can be achieved, and meanwhile, the sealing operation is more convenient; the glue injection construction of the wall joints at the two sides is more convenient than the glue injection construction of the original middle part.
The groove formed by combining the semicircular holes in the middle of the first protruding part and the first recessed part can be used as an internal pipe network pipe distribution or a wall horizontal reinforcing framework.
The above embodiment includes two embodiments of the hollow block, the main wall block 13 corresponding to fig. 1-4 and the auxiliary wall block corresponding to fig. 5-6.
As shown in fig. 2, further optimization is performed on the basis of the above embodiment: the first through holes 3 are distributed on the first convex portion 2 and the first concave portion 7. The width and length of the first through-hole 3 do not exceed the width and length of the first convex portion 2 or the first concave portion 7.
As shown in fig. 1-2, further optimization is performed on the basis of the above-mentioned embodiments: first bellying 2, first depressed part 7, second depressed part 9, second bellying 10 are the both ends setting of lining up in the middle of.
As shown in fig. 1-2, further optimization is performed on the basis of the above-mentioned embodiments: the groove 4 is arranged through the two ends of the brick body 1.
Further optimization is carried out on the basis of the embodiment: the blind hole 8 is a cylindrical hole.
Further optimization is carried out on the basis of the embodiment: the counter bore 6 is a kidney-shaped hole.
An auxiliary wall brick, as shown in fig. 7, is further optimized on the basis of the above embodiment in order to facilitate the cutting of the hollow brick into two small bricks: the first through holes 3 are distributed along the length direction of the brick body 1; a second through hole 11 is arranged on the cross beam 5 between two adjacent first through holes 3. The second through hole 11 is elongated. Preferably, the second through hole 11 is a kidney-shaped hole.
A corner brick, as shown in fig. 8, further optimized on the basis of the above embodiment: the first convex part 2 and the first concave part 7 are arranged with one end penetrating through the end face of the brick body 1 and the other end not penetrating through; a third concave part 12 is arranged on the first convex part 2; the third recess 12 is formed through both sides of the first protrusion 2.
Further optimization is carried out on the basis of the embodiment: the groove 4 penetrates through one end of the brick body 1, and the other end of the brick body is not penetrated; the direction of the groove 4 is the same as the direction of the first convex part 2 or the first concave part 7.
Further optimization is carried out on the basis of the embodiment: the bottom surface of the third concave part 12 is higher than the top surface of the brick body 1.
Fig. 9 shows through the utility model provides a main wall brick 13, corner brick 14, assist wall brick 15 intercombination and pile up the schematic diagram of building wall. Wherein the corner brick 14 is used for the corner part, the main wall brick 13 is used for the main piling of the wall surface, and the auxiliary wall brick 15 is used for the position supplement.
The utility model discloses an empty core brick, available shale, slay, carbide mud, solid waste material, etc. raw materials pass through the high-pressure hydraulic press of a thousand more tons, evaporate the pressure cauldron through high temperature and evaporate the pressure, or exempt from to evaporate and form, the outer rule of brick is beautiful, the specification is prepared, density is big, high strength, be difficult to the fracture, the interior external surface is very smooth level and smooth, need not inside and outside whitewash the wall body again, can material saving, artifical, can also practice thrift the space of must using of inside and outside whitewashing the wall body, it is big to enable the room space. Has good effects on water resistance, seepage prevention, shock resistance, cracks, sound insulation, heat insulation and heat preservation.
It should be noted that, in this document, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
The principles and embodiments of the present invention have been explained herein using specific examples, which are presented only to assist in understanding the methods and their core concepts. The foregoing is only a preferred embodiment of the present invention, and it should be noted that there are objectively infinite specific structures due to the limited character expressions, and it will be apparent to those skilled in the art that a plurality of modifications, decorations or changes can be made without departing from the principle of the present invention, and the above technical features can be combined in a proper manner; the application of these modifications, variations or combinations, or the application of the concepts and solutions of the present invention in other contexts without modification, is not intended to be considered as a limitation of the present invention.

Claims (10)

1. A high-strength anti-cracking hollow brick for an anti-seismic wall comprises a brick body (1), and is characterized in that a first protruding portion (2) along the length direction is arranged on the upper end face of the brick body (1), and a first concave portion (7) matched with the first protruding portion (2) is arranged on the bottom face of the brick body; one end face of the brick body (1) is provided with a second bulge part (10) along the height direction, and the other opposite end face is provided with a second concave part (9) matched with the second bulge part (10); the brick body (1) is provided with a first through hole (3) along the height direction; blind holes (8) are distributed on the first sunken part (7); counter bores (6) which are arranged along the length direction are arranged on the upper end surface and the two sides of the bottom surface of the brick body (1); the first protruding part (2) and the first concave part (7) are provided with a groove (4) which is arranged in the middle and along the length direction.
2. The high-strength anti-seismic wall anti-cracking hollow brick as claimed in claim 1, wherein the first through holes (3) are distributed on the first convex portion (2) and the first concave portion (7).
3. The high-strength anti-seismic wall anti-cracking hollow brick as claimed in claim 1, wherein the first protruding portion (2), the first recessed portion (7), the second recessed portion (9) and the second protruding portion (10) are arranged at two ends of the hollow brick which are centrally penetrated.
4. The high-strength anti-seismic wall anti-cracking hollow brick as claimed in claim 1, wherein the grooves (4) are formed through two ends of the brick body (1).
5. The high-strength anti-seismic wall anti-cracking hollow brick as claimed in claim 1, wherein the blind hole (8) is a cylindrical hole.
6. The high-strength anti-seismic wall anti-cracking hollow brick as claimed in claim 1, wherein the counter bores (6) are kidney-shaped holes.
7. The high-strength anti-seismic wall anti-cracking hollow brick as claimed in claim 1, wherein the first through holes (3) are distributed along the length direction of the brick body (1); a second through hole (11) is arranged on the cross beam (5) between two adjacent first through holes (3).
8. The high-strength anti-seismic wall anti-cracking hollow brick as claimed in claim 1, wherein the first convex portion (2) and the first concave portion (7) are both provided with one end penetrating through the end face of the brick body (1) and the other end not penetrating through the brick body; a third concave part (12) is arranged on the first convex part (2); the third concave part (12) penetrates through two side edges of the first convex part (2).
9. The high-strength anti-seismic wall anti-cracking hollow brick as claimed in claim 8, wherein the groove (4) penetrates through one end of the brick body (1), and the other end of the brick body is not penetrated; the direction in which the groove (4) penetrates is the same as the direction in which the first protruding portion (2) or the first recessed portion (7) penetrates.
10. The high-strength anti-seismic wall anti-cracking hollow brick as claimed in claim 8, wherein the bottom surface of the third recess (12) is higher than the upper end surface of the brick body (1).
CN202020693298.XU 2020-04-29 2020-04-29 High-strength anti-seismic wall anti-cracking hollow brick Active CN212200891U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020693298.XU CN212200891U (en) 2020-04-29 2020-04-29 High-strength anti-seismic wall anti-cracking hollow brick

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020693298.XU CN212200891U (en) 2020-04-29 2020-04-29 High-strength anti-seismic wall anti-cracking hollow brick

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CN202020693298.XU Active CN212200891U (en) 2020-04-29 2020-04-29 High-strength anti-seismic wall anti-cracking hollow brick

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Effective date of registration: 20230509

Address after: No. 245, Building 9, Yanzuiwan Community, Ziwei Road, Chengnan District, Dongping Town, Anhua County, Yiyang City, Hunan Province, 413000

Patentee after: Hunan Chenghe Tianxia Intelligent Technology Development Co.,Ltd.

Address before: No.148, Yinjia villager group, Xianzhong village, Xianxi Town, Anhua County, Yiyang City, Hunan Province

Patentee before: Wu Shengwan

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