CN112854532A - Prefabricated baked brick wall - Google Patents
Prefabricated baked brick wall Download PDFInfo
- Publication number
- CN112854532A CN112854532A CN202110213700.9A CN202110213700A CN112854532A CN 112854532 A CN112854532 A CN 112854532A CN 202110213700 A CN202110213700 A CN 202110213700A CN 112854532 A CN112854532 A CN 112854532A
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- base
- brick
- steel bar
- vertical steel
- prefabricated
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- 239000011449 brick Substances 0.000 title claims abstract description 132
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 76
- 239000010959 steel Substances 0.000 claims abstract description 76
- 239000011464 hollow brick Substances 0.000 claims abstract description 16
- 239000011470 perforated brick Substances 0.000 claims abstract description 12
- 238000005245 sintering Methods 0.000 claims abstract description 8
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 11
- 238000009413 insulation Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 6
- 238000010923 batch production Methods 0.000 abstract description 4
- 239000010410 layer Substances 0.000 description 20
- 239000002356 single layer Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 239000010985 leather Substances 0.000 description 4
- 238000005336 cracking Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000004321 preservation Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000005034 decoration Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
- E04B2/20—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by filling material with or without reinforcements in small channels in, or in grooves between, the elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Finishing Walls (AREA)
Abstract
The invention provides a prefabricated sintered brick wall, which comprises a base and a vertical steel bar combined masonry, wherein the base is formed by pouring concrete, a steel bar support is arranged in the base, and hoisting parts for hoisting are symmetrically arranged at two ends of the base; the vertical steel bar groups are vertically fixed on the base, the vertical steel bar groups are arranged in two rows and are symmetrically arranged in front and back, and each row of the vertical steel bar groups comprises vertical steel bars which are arranged at equal intervals along the length direction of the base; the brickwork is fixed on the base and is built by sintering perforated bricks and/or sintering hollow bricks, brick holes for the vertical steel bars to penetrate are formed in the sintering perforated bricks or the sintering hollow bricks, and gaps between every two adjacent brick layers are arranged in a staggered mode. The prefabricated sintered brick wall body has the advantages of compact structure, low manufacturing cost and transportation cost, convenience in assembly, high strength and self-contained heat insulation effect, greatly improves the house manufacturing efficiency, reduces the cost, is suitable for batch production and use, and has large application market.
Description
Technical Field
The invention relates to a wall module, in particular to a prefabricated sintered brick wall.
Background
The assembled wall is prefabricated in a factory to form a wall required by a building, and then the wall is assembled on site, such as a frame type public building. Compared with cast-in-place concrete construction, the assembly type wall body assembling construction has the advantages that the building construction speed is high, the construction period is short, meanwhile, the wall body can be disassembled and then installed repeatedly, and the construction cost is saved.
However, the traditional assembled wall body adopts a concrete pouring form, a mold cavity with a corresponding size needs to be manufactured firstly, reinforcing steel bars are arranged in the mold cavity, then concrete is filled in the mold cavity, the mold cavity is required to be matched and formed during manufacturing, the mold is detached after the concrete is bonded, time and labor are wasted, and the production efficiency is low; one die cavity is used for producing one assembled wall body, the number of the needed dies is large during batch production, and the production cost is increased; different specifications of die cavities are required for the assembled walls of different specifications, and the flexibility is poor; the poured assembled wall is heavy in weight and volume weight, and the load generated on the building is large; meanwhile, the traditional assembled wall body has no heat insulation function, a heat insulation layer needs to be arranged on the outer side of the wall body, the fixing effect of the heat insulation layer is poor, the heat insulation layer is easy to fall off after being exposed to the sun and rain for a long time, the heat insulation effect and the appearance of the wall body are affected, the falling objects are easy to injure pedestrians, and the potential safety hazard is high; and the heat-insulating material is not fireproof, is easy to ignite and causes the fire to spread, and has low safety factor.
Disclosure of Invention
【1】 Technical problem to be solved
The invention aims to provide a prefabricated sintered brick wall body which has the advantages of compact structure, low manufacturing cost, low weight, convenient transportation and heat preservation function.
【2】 Technical scheme for solving problems
The invention provides a prefabricated sintered brick wall, which comprises:
the base 1 is used as a supporting carrier, the base 1 is formed by pouring concrete, a steel bar support is arranged in the base 1,
hoisting parts for hoisting are symmetrically arranged at two ends of the base 1;
the vertical steel bar groups are vertically fixed on the base 1, the vertical steel bar groups are arranged in two rows and are symmetrically arranged front and back, and each row of the vertical steel bar groups comprises vertical steel bars 43 which are equidistantly arranged along the length direction of the base 1;
and the masonry is fixed on the base 1 and is formed by building sintered porous bricks and/or sintered hollow bricks, brick holes for the vertical steel bars 43 to pass through are formed in the sintered porous bricks or the sintered hollow bricks, and gaps between two adjacent brick layers are arranged in a staggered mode.
Further, the end of the reinforcing bar support extends to the outside of the base 1 and forms a connection portion 411.
Further, the hoisting part is a hoisting hole 101 penetrating through the front end and the rear end of the base 1.
Furthermore, the masonry is built by sintering perforated bricks and/or sintering hollow bricks in a plum blossom mold mode.
Further, the length of the brick body in the brick body perpendicular to the length direction of the base 1 is the same as the width of the base 1.
Further, the steel bar support comprises at least four support steel bars 41, and the support steel bars 41 are fixed by double limb hoops 42 arranged at equal intervals.
Furthermore, the brick holes through which the vertical steel bars pass are filled with concrete
Further, the distance between two adjacent double limb hoops 42 is the same as the distance between two adjacent vertical reinforcing bars 43.
Furthermore, reinforcing members are arranged between every 2-5 layers of brick bodies, the reinforcing members comprise transverse reinforcing steel bars 44 and/or longitudinal tie bars 45, and the length direction of the transverse reinforcing steel bars 44 is parallel to the length direction of the base 1 and is fixedly connected with the vertical reinforcing steel bars; the length direction of the longitudinal tie bar 45 is parallel to the width direction of the base 1, and hooks 451 capable of hooking the front and rear vertical bars are arranged at the two ends of the tie bar 45.
Further, the base 1 is 150cm-600cm in length, 15cm-30cm in height and 24cm in thickness.
Furthermore, the distance between the left and right adjacent vertical steel bars is 19cm, and the distance between the front and rear vertical steel bars is 12 cm.
【3】 Advantageous effects
The prefabricated sintered brick wall body is built by adopting sintered perforated bricks or sintered hollow bricks, and has low cost, high strength and light weight; the steel bar structure is arranged, so that the overall structural strength is high; the frame-shaped steel bar support has small volume, high strength, light weight of the base, high strength and convenient pouring; the reinforcing piece is arranged, so that the structural strength of the wall body is further improved; the end part of the base is provided with the connecting part, so that the positioning precision and the connecting strength during assembling and building are improved; the plum blossom tiles are adopted for building, so that the strength is high; the hoisting holes are arranged, so that the hoisting is convenient; the sintered hollow brick or the sintered perforated brick has good fire resistance and durability, no cracking and water seepage, high compressive strength and long service life; the volume weight is low, and the building load is effectively reduced; the prefabricated sintered brick wall body has the advantages of compact structure, low manufacturing cost and transportation cost, convenience in assembly, high strength and self-contained heat insulation effect, greatly improves the house manufacturing efficiency, reduces the cost, is suitable for batch production and use, and has large application market.
Drawings
FIG. 1 is a schematic structural view of a prefabricated sintered brick wall according to the present invention;
FIG. 2 is a schematic view of the steel bar structure of the prefabricated sintered brick wall according to the present invention;
FIG. 3 is a schematic structural view of a first brick of the prefabricated sintered brick wall of the present invention;
FIG. 4 is a schematic structural view of a second brick of the prefabricated sintered brick wall of the present invention;
FIG. 5 is a schematic view of the structure of the first skin of the prefabricated sintered brick wall of the present invention;
FIG. 6 is a schematic structural view of a second skin of the prefabricated sintered brick wall of the present invention;
FIG. 7 is a schematic structural view of a reinforcing member for a prefabricated sintered brick wall according to the present invention;
fig. 8 is a schematic structural view of a reinforcing steel bar bracket of a prefabricated sintered brick wall body according to the present invention.
Detailed Description
The following describes embodiments of the present invention in detail with reference to the accompanying drawings.
Referring to fig. 1 to 8, the present invention provides a prefabricated sintered brick wall, which includes a base 1 and masonry disposed above the base 1.
The structure of the foundation 1 and masonry, respectively, is described below.
The base 1 is integrally of a cuboid structure and serves as a supporting carrier and is formed by pouring concrete, and a steel bar support is arranged in the base 1 so as to improve the strength of the integral structure; the steel bar support comprises at least four support steel bars 41, in the embodiment, four support steel bars are taken as an example, referring to fig. 2 and 8, the support steel bars 41 are parallel to each other and form a structure with a rectangular cross section, a plurality of double-limb hoops 42 are arranged on the support steel bars, the double-limb hoops are hoops bent into a rectangle, the number of limbs of the hoops is the number of the hoops in the height direction in the same cross section of the beam, during manufacturing, the double-limb hoops 42 are trapped on the support steel bars through steel wires, welding and fixing can be carried out as required after the trapping, the support steel bars 41 are fixed through the double-limb hoops 42, the double-limb hoops 42 are equidistantly arranged along the length direction of the support steel bars 41, and therefore, the whole steel bar support is a cuboid; in the embodiment, the width (front-back direction) of the base 1 is 24cm, the width is the same as the length of a standard brick, and when in masonry, masonry is flush with the front plane and the back plane of the base 1; the length of the base 1 is usually 150cm-500cm, the height is 15cm-30cm, the length is set according to the specific requirement, the end of the support steel bar 41 on the steel bar support extends to the outside of the base 1, so as to form a connecting part 411 which is used for fixing the prefabricated wall body during integral assembly, and in order to achieve better connecting strength, the end of the connecting part is folded into a hook shape to improve the gripping force; for convenience of hoisting and facilitating the processes of transportation, assembly and the like, hoisting parts are symmetrically arranged at two ends of the base 1, and the hoisting parts in the embodiment are hoisting holes 101 penetrating through the front end and the rear end of the base 1, see fig. 1, which are symmetrically arranged and used for penetrating through hoisting tools.
The vertical steel bar groups are vertically fixed on the base 1, in the embodiment, the vertical steel bar groups are arranged in two rows and are symmetrically arranged front and back, each row of the vertical steel bar groups comprises vertical steel bars 43 which are equidistantly arranged along the length direction of the base 1, the lower ends of the vertical steel bars are fixedly connected with the steel bar supports in the base 1, preferably, the vertical steel bars are welded on the inner side or the outer side of the support steel bars 41, specifically, on two or more than two support steel bars 41 which are positioned on the same vertical plane, and the process is simple, the cost is low and the strength is high; in this embodiment, the distance L2 between the two adjacent vertical steel bars on the left and right is 19cm, and the distance L1 between the two vertical steel bars on the front and back rows is 12cm, which corresponds to the hole on the brick in this embodiment.
The masonry is fixed on the base 1 and is built by sintered perforated bricks and/or sintered hollow bricks, brick holes for allowing vertical steel bars 43 to pass through are formed in the sintered perforated bricks or the sintered hollow bricks, and gaps between two adjacent layers (bricks) are arranged in a staggered mode, in the embodiment, the masonry is built by the sintered perforated bricks and/or the sintered hollow bricks in a quincunx-shaped manner (refer to fig. 5 and 6), the quincunx-shaped bricks refer to a brick arranging method during building, the bricks are arranged along the axis of a wall body and are arranged at 90 degrees vertical to the axis to form the T-shaped bricks, the height of each layer of bricks is called one brick in each row, each brick is provided with a block in a sequential manner, the upper and lower blocks are staggered in a sequential manner, and the strength of the wall body is; the upper leather T-shaped bricks are positioned in the lower leather smooth bricks, and the vertical seams between the upper leather and the lower leather are staggered from each other by 1/4 brick lengths; the border and the base border parallel and level of brickwork.
In order to further improve the integral structural stability and reliability of the wall body, concrete is poured into the brick holes through which the vertical steel bars penetrate, so that the connection reliability of the vertical steel bars and the brick body is improved, and the influence on strength caused by the gaps between the vertical steel bars and the brick body is avoided.
In this embodiment, the masonry is constructed by the first brick body 3 and the second brick body 2.
Referring to fig. 3, a first brick body 3 is a sintered perforated brick, the brick body is provided with three first brick holes 301 and three second brick holes 302 (the first brick holes 301 are arranged in an up-down and left-right symmetrical manner) and are arranged at equal intervals along the length direction of the first brick body, vertical steel bars can pass through the first brick holes, for convenience of building, the distance between the first brick holes at two ends of the first brick body is the same as the distance between two rows of vertical steel bars in the front and back, when a t-shaped brick is assembled, the vertical steel bars are just inserted into the two first brick holes, and therefore, the distance between two adjacent first brick holes 301 on the same brick body is L1/2 which is 6 cm; the first brick body 3 in the embodiment has the size of 240mm (length) x115mm (width) x90mm (height), the length of the first brick body is the same as the width of the base 1, the first brick body is used as a main brick body of a masonry and is used for masonry in a straight and smooth manner, and two first brick bodies are formed side by side in the straight and smooth masonry manner; the second brick holes 302 are multiple and have the functions of heat preservation and lightening, and the first brick body 3 is the main material of the masonry.
Referring to fig. 4, the second brick body 2 is also a sintered perforated brick, the second brick body is provided with a third brick hole 201 and a fourth brick hole 202, the third brick holes 201 are two (arranged symmetrically up and down and left and right), and are arranged along the length direction of the first brick body, and vertical steel bars can pass through the third brick holes, so that in order to facilitate masonry, the second brick body 2 in the embodiment has the size of 168mm (long) x115mm (wide) x90mm (high), and is masonry at the end of the masonry body, so that gaps between upper and lower layers of bricks are staggered and are arranged at the end to serve as auxiliary bricks, and fig. 6 is referred to; the number of the fourth brick holes 202 is multiple, and the fourth brick holes have heat preservation and lightening functions.
And concrete is filled in the first brick hole and the third brick hole through which the vertical steel bars pass so as to realize the fixed connection between the brick body and the vertical steel bars.
The masonry of the masonry is simply explained in the embodiment:
the masonry comprises single-layer bricks (see figure 5) and double-layer bricks (see figure 6) which are arranged in a staggered mode, the end portions of the single-layer bricks are first brick bodies which are arranged in the front and at the back, and the length of each first brick body is parallel to the width direction of the base, namely T; the right side of the T is provided with two first brick bodies which face left and right, the length direction of the first brick bodies is parallel to the length direction of the base, namely the first brick bodies are arranged in front of the second brick bodies; then the reciprocating arrangement is carried out in the form of butyl-cis-fixed …; the double-layer brick is different from the single-layer brick in that the end part of the starting point of the double-layer brick is provided with a second brick body which is used for staggering the gap between the upper layer brick and the lower layer brick; the single-layer bricks and the double-layer bricks are only used for distinguishing and explaining and are only required to be arranged in a staggered mode, the single-layer bricks are not located on a single layer, and the double-layer bricks are located on double layers.
In order to further improve the strength, reinforcing members are arranged between every 2-5 layers of brick bodies, each reinforcing member comprises a transverse reinforcing steel bar 44 or a longitudinal tie bar 45, the length direction of each transverse reinforcing steel bar 44 is parallel to the length direction of the base 1, two transverse reinforcing steel bars are arranged on each layer, the transverse reinforcing steel bars are welded and fixed with the vertical reinforcing steel bars, and the end parts of the transverse reinforcing steel bars can extend out of the brick bodies to form another connecting part; the length direction of the longitudinal tie bar reinforcing steel bars 45 is parallel to the width direction of the base 1, and hooks 451 capable of hooking the front and the rear vertical reinforcing steel bars are arranged at the two ends of the tie bar reinforcing steel bars 45; in this embodiment, the reinforcing member is also disposed between the lower end of the brick body of the first layer and the upper surface of the base, and the reinforcing member may adopt the above-mentioned transverse reinforcing rib or longitudinal tie bar, or adopt both the transverse reinforcing rib and the longitudinal tie bar, so as to further improve the overall strength.
When in masonry, each brick is masonry from left to right (or from right to left) and from bottom to top by one layer, and the end part of the masonry faces the base end face.
The bricks adopted in the invention are all sintered bricks, and have good fire resistance, durability, fire resistance grade A, no cracking, no water seepage, high compressive strength and the same service life as a building; and the volume weight of the sintered brick is low, compared with 1800kg/m of the traditional concrete masonry3The volume weight of the masonry adopting the sintered porous bricks or the sintered hollow bricks is about 1100kg/m3The volume weight is small, the building load is effectively reduced, the reliability of the building is improved, and the service life of the building is prolonged.
The prefabricated sintered brick wall body is built by adopting porous bricks or hollow bricks, so that the cost is low and the weight is light; the steel bar structure is arranged, so that the overall structural strength is high; the frame-shaped steel bar support has small volume, high strength, light weight of the base, high strength and convenient pouring; the reinforcing piece is arranged, so that the structural strength of the wall body is further improved; the end part of the base is provided with the connecting part, so that the positioning precision and the connecting strength during assembling and building are improved; the plum blossom tiles are adopted for building, so that the strength is high; the hoisting holes are arranged, so that the hoisting is convenient; the sintered hollow brick or the sintered perforated brick has good fire resistance and durability, no cracking and water seepage, high compressive strength and long service life; the volume weight is low, and the building load is effectively reduced; the prefabricated sintered brick wall body has the advantages of compact structure, low manufacturing cost and transportation cost, convenience in assembly, high strength and self-contained heat insulation effect, greatly improves the house manufacturing efficiency, reduces the cost, is suitable for batch production and use, and has large application market.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the technical principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (10)
1. A prefabricated, sintered brick wall, comprising:
the base is used as a supporting carrier and is formed by pouring concrete, a steel bar support is arranged in the base, and hoisting parts for hoisting are symmetrically arranged at two ends of the base;
the vertical steel bar groups are vertically fixed on the base, the vertical steel bar groups are arranged in two rows and are symmetrically arranged in front and back, and each row of the vertical steel bar groups comprises vertical steel bars which are equidistantly arranged along the length direction of the base;
and the masonry is fixed on the base and is formed by building sintered porous bricks and/or sintered hollow bricks, brick holes for allowing the vertical steel bars to pass through are formed in the sintered porous bricks or the sintered hollow bricks, and gaps between two adjacent brick layers are arranged in a staggered mode.
2. The prefabricated sintered brick wall of claim 1 wherein: the end of the steel bar support extends to the outside of the base and forms a connecting part.
3. The prefabricated sintered brick wall of claim 1 wherein: the hoisting part is a hoisting hole penetrating through the front end and the rear end of the base.
4. The prefabricated sintered brick wall of claim 1 wherein: the masonry is built by sintering perforated bricks and/or sintering hollow bricks in a plum blossom mold mode.
5. The prefabricated sintered brick wall of claim 1 wherein: the length of the brick body in the brick body, which is perpendicular to the length direction of the base, is the same as the width of the base.
6. The prefabricated sintered brick wall of claim 1 wherein: the steel bar support comprises at least four support steel bars, and the support steel bars are fixed through the double limb hoops arranged at equal intervals.
7. The prefabricated sintered brick wall of claim 1 wherein: and concrete is filled in the brick hole through which the vertical steel bar passes.
8. The prefabricated sintered brick wall of claim 1 wherein: reinforcing members are arranged at intervals of 2-5 layers of brick bodies, each reinforcing member comprises a transverse reinforcing steel bar and/or a longitudinal pull rod steel bar, and the length direction of each transverse reinforcing steel bar is parallel to the length direction of the base and is fixedly connected with the vertical steel bar; the length direction of the longitudinal pull rod steel bars is parallel to the width direction of the base, and hooks capable of hooking the front and the rear vertical steel bars are arranged at two ends of the pull rod steel bars.
9. The prefabricated sintered brick wall of claim 1 wherein: the base 1 is 150cm-600cm in length, 15cm-30cm in height and 24cm in width.
10. The prefabricated sintered brick wall of claim 1 wherein: the distance between two adjacent left and right vertical steel bars is 19cm, and the distance between the vertical steel bars in the front row and the rear row is 12 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110213700.9A CN112854532A (en) | 2021-02-26 | 2021-02-26 | Prefabricated baked brick wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110213700.9A CN112854532A (en) | 2021-02-26 | 2021-02-26 | Prefabricated baked brick wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112854532A true CN112854532A (en) | 2021-05-28 |
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ID=75991570
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110213700.9A Pending CN112854532A (en) | 2021-02-26 | 2021-02-26 | Prefabricated baked brick wall |
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| Country | Link |
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| CN (1) | CN112854532A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114046052A (en) * | 2021-11-16 | 2022-02-15 | 上海萌砖节能材料科技有限公司 | Wall hoisting method |
| CN114043623A (en) * | 2021-09-29 | 2022-02-15 | 上海萌砖节能材料科技有限公司 | Method for manufacturing modular prefabricated wall |
-
2021
- 2021-02-26 CN CN202110213700.9A patent/CN112854532A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114043623A (en) * | 2021-09-29 | 2022-02-15 | 上海萌砖节能材料科技有限公司 | Method for manufacturing modular prefabricated wall |
| CN114046052A (en) * | 2021-11-16 | 2022-02-15 | 上海萌砖节能材料科技有限公司 | Wall hoisting method |
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