CN111663710A - Method for manufacturing shale sintered composite board for assembly type building - Google Patents
Method for manufacturing shale sintered composite board for assembly type building Download PDFInfo
- Publication number
- CN111663710A CN111663710A CN202010605136.0A CN202010605136A CN111663710A CN 111663710 A CN111663710 A CN 111663710A CN 202010605136 A CN202010605136 A CN 202010605136A CN 111663710 A CN111663710 A CN 111663710A
- Authority
- CN
- China
- Prior art keywords
- hollow brick
- holes
- steel bar
- sintered composite
- reinforcing steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000002131 composite material Substances 0.000 title claims abstract description 78
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 29
- 238000000034 method Methods 0.000 title claims abstract description 23
- 239000011464 hollow brick Substances 0.000 claims abstract description 158
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 65
- 238000009413 insulation Methods 0.000 claims abstract description 34
- 238000010276 construction Methods 0.000 claims abstract description 33
- 229920000297 Rayon Polymers 0.000 claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 28
- 239000010959 steel Substances 0.000 claims abstract description 28
- 230000000149 penetrating effect Effects 0.000 claims abstract description 21
- 239000003292 glue Substances 0.000 claims abstract description 11
- 230000001680 brushing effect Effects 0.000 claims abstract description 7
- 238000005507 spraying Methods 0.000 claims abstract description 7
- 239000000853 adhesive Substances 0.000 claims description 13
- 230000001070 adhesive effect Effects 0.000 claims description 13
- 238000009434 installation Methods 0.000 claims description 10
- 239000002002 slurry Substances 0.000 claims description 10
- 238000011049 filling Methods 0.000 claims description 8
- 238000005245 sintering Methods 0.000 claims description 7
- 238000013459 approach Methods 0.000 claims description 6
- 238000010438 heat treatment Methods 0.000 claims description 3
- 238000000227 grinding Methods 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 claims 3
- 239000011449 brick Substances 0.000 abstract description 12
- 238000005192 partition Methods 0.000 description 21
- 238000004321 preservation Methods 0.000 description 6
- 239000002184 metal Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000004026 adhesive bonding Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 239000002390 adhesive tape Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000017525 heat dissipation Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000002285 radioactive effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
- E04C2/2885—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material with the insulating material being completely surrounded by, or embedded in, a stone-like material, e.g. the insulating material being discontinuous
-
- 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
- E04B1/7608—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 comprising a prefabricated insulating layer, disposed between two other layers or panels
- E04B1/7612—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 comprising a prefabricated insulating layer, disposed between two other layers or panels in combination with an air space
-
- 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
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 discloses a method for manufacturing a shale sintered composite board for an assembly type building, which is characterized in that a plurality of heat insulation holes are formed in a hollow brick body; more than one penetrating reinforcing steel bar hole is arranged in the direction vertical to the direction of the heat insulation hole for penetrating the reinforcing steel bar; quantitatively spraying or brushing viscose glue for connection between the end heads of two adjacent hollow brick bodies, and penetrating a steel bar into each integral steel bar hole; the viscose between the gaps of the two adjacent hollow brick bodies is extruded to fill the two adjacent hollow brick bodies with the viscose; the end heads are respectively provided with connecting blocks, each connecting block is at least provided with two connecting holes, one connecting hole is connected with the corresponding reinforcing steel bar end head, and other holes are used as bolt connecting holes of the fixing bolts to form the sintered composite plate. The blocky wallboard structures with various areas are prefabricated in a factory, then are transported to a construction site, and are integrally installed on the site, so that the construction efficiency is greatly improved, operators for on-site brick laying construction are greatly reduced, and the construction period is shortened; the construction cost is reduced.
Description
Technical Field
The invention relates to a method for manufacturing a thermal insulation partition wall brick body for building materials, in particular to a method for manufacturing a shale sintered composite board for an assembly type building.
Background
With the development of building construction technology, especially the vigorous popularization and application of fabricated buildings, the shale sintered bricks are widely used due to the characteristics of environmental protection, excellent physical properties of products, small linear shrinkage, no radioactive harmful substances, good and stable building quality and the like; the traditional construction mode of manually building the heat-insulating partition bricks one by one is difficult to meet the requirements of building construction, mainly the efficiency of manually building the heat-insulating bricks one by one is too low, the construction period is prolonged, and the construction cost is correspondingly increased under the condition that the manual wages in the building field are greatly increased; in addition, the technical requirements on bricklayers are high, different constructors are difficult to ensure the verticality and the levelness of the thermal insulation wall after bricklaying due to inconsistent technology, even the verticality and the levelness of the thermal insulation wall cannot meet the technological requirements and are reworked, and the comprehensive defects can be further solved by using the composite board.
In the utility model of "a heat preservation partition wall decorative board" disclosed in CN208633431U, the disclosed sintered partition wall board includes a plurality of hollow brick bodies, the hollow brick bodies have a plurality of heat insulation holes, and in each hollow brick body, a transverse metal rod perforation is arranged in the direction consistent with or perpendicular to the heat insulation holes; after a plurality of hollow brick bodies are arranged along the length direction and/or the width direction, the transverse metal rod through holes corresponding to each hollow brick body are mutually communicated, and transverse connecting metal rods penetrate into the metal rod through holes; two ends of two or more transverse connecting metal rods are respectively connected with the side surface of the hollow brick body. The heat-insulation partition wall decorative plate is prefabricated into blocky wallboard structures with various areas in a factory, and the blocky wallboard structures are integrally installed on the site after being transported to the construction site, so that the construction efficiency is improved, the site construction operators are reduced, and the construction period is shortened; the transverse and longitudinal steel bars can improve the strength and rigidity of the wallboard.
However, the application does not disclose how to manufacture the heat-insulation partition wall decorative plate in advance in a factory, and two adjacent hollow brick bodies are not bonded, so that the two adjacent hollow brick bodies are easy to loosen and misplace; in addition, the heat conduction coefficient between two adjacent hollow brick bodies is changed, so that the heat insulation effect or the heat preservation effect of the whole heat preservation partition wall board is uneven, and the heat insulation effect is reduced.
Disclosure of Invention
Aiming at the defects of the prior art, the technical problems to be solved by the invention are as follows: how to provide a method for manufacturing a shale sintered composite board for an assembly type building in advance in a factory so as to be integrally installed on a construction site, greatly improve the construction efficiency and save the construction period.
In order to solve the technical problems, the invention adopts the following technical scheme:
the manufacturing method of the shale sintered composite board for the fabricated building is characterized by comprising the following steps of:
1) manufacturing a hollow brick body according to the process requirements, and forming a plurality of heat insulation holes in the hollow brick body;
2) before or during the heating and sintering of the hollow brick body, one or more through reinforcing steel bar holes are arranged on the hollow brick body and are vertical to the direction of the heat insulation holes for penetrating reinforcing steel bars; non-penetrating connecting piece holes are correspondingly arranged on two side surfaces of the hollow brick body in the direction vertical to the reinforcing steel bar holes on part or all of the hollow brick body for arranging plate body connecting pieces;
3) after sintering, sequentially arranging a plurality of hollow brick bodies according to the direction of the reinforcing steel bar holes, wherein the reinforcing steel bar holes at corresponding positions on each hollow brick body are communicated to form an integral reinforcing steel bar hole; a gap is reserved between the ends of two adjacent hollow brick bodies, and the gap is smaller than 15 mm;
4) quantitatively spraying or brushing viscose glue for connection between the end heads of two adjacent hollow brick bodies, and penetrating a steel bar into each integral steel bar hole;
5) pushing the hollow brick bodies to approach, wherein the viscose between the gaps of the two adjacent hollow brick bodies is extruded to fill the connecting part between the two adjacent hollow brick bodies with the viscose;
6) connecting blocks are respectively arranged on two ends on the outermost side of the connected hollow brick bodies, one or more connecting blocks are arranged on the side edge of the same end, each connecting block is connected with the end of a reinforcing steel bar close to the outer side of the side edge, and the ends of the reinforcing steel bars are fastened to keep the hollow brick bodies in a compressed state; each connecting block is at least provided with two connecting holes, one connecting hole is connected with the corresponding end of the steel bar, and the other holes (the other or two connecting holes) are used as bolt connecting holes for fixing bolts, and the bolts are inserted into the bolt connecting holes to be fixed on the building plate or the beam during installation;
7) curing the adhesive after curing for the required curing time, bonding the connecting part between the two hollow brick bodies, and forming the sintered composite board, wherein the strength of the sintered composite board meets the requirement.
The other preparation method of the invention is as follows: the manufacturing method of the shale sintered composite board for the fabricated building is characterized by comprising the following steps of:
1) manufacturing a hollow brick body according to the process requirements, and forming a plurality of heat insulation holes in the hollow brick body;
the hollow brick body is parallel to the direction of the heat insulation hole, and one or more through reinforcing steel bar holes are arranged for penetrating reinforcing steel bars; non-penetrating connecting piece holes are correspondingly arranged on two side surfaces of the hollow brick body in the direction vertical to the reinforcing steel bar holes on part or all of the hollow brick body for arranging plate body connecting pieces;
2) after the hollow brick bodies are heated and sintered, a plurality of hollow brick bodies are sequentially arranged according to the direction of the reinforcing steel bar holes, and the reinforcing steel bar holes at corresponding positions on each hollow brick body are communicated to form an integral reinforcing steel bar hole; a gap is reserved between the connecting surfaces of two adjacent hollow brick bodies, and the gap is smaller than 15 mm;
3) filling the two ends of the heat insulation hole of the hollow brick body with slurry, wherein the filling depth is not less than 15 mm; after the slurry is filled, the slurry is flush with the side surface of the hollow brick body to form a connecting surface;
4) quantitatively spraying or brushing viscose glue for connection between the connection surfaces of two adjacent hollow brick bodies, and penetrating a steel bar into each integral steel bar hole;
5) pushing the hollow brick bodies to approach, wherein the viscose between the connecting surfaces of the two adjacent hollow brick bodies is extruded to fill the connecting surfaces between the two adjacent hollow brick bodies with the viscose;
6) connecting blocks are respectively arranged on two connecting surfaces on the outermost sides of the connected hollow brick bodies, one or more connecting blocks are arranged on the same connecting surface, each connecting block is connected with the end of a steel bar close to the outer side of the connecting surface, and the ends of the steel bars are fastened to keep the hollow brick bodies in a compressed state; each connecting block is at least provided with two connecting holes, one connecting hole is connected with the corresponding end of the steel bar, and the other holes (the other or two connecting holes) are used as bolt connecting holes for fixing bolts, and the bolts are inserted into the bolt connecting holes to be fixed on the building plate or the beam during installation;
7) curing the adhesive after curing for the required curing time, bonding the connecting part between the two hollow brick bodies, and forming the sintered composite board, wherein the strength of the sintered composite board meets the requirement.
According to the sintered composite board formed by the invention, the steel bar holes are respectively arranged and the steel bars are penetrated in the direction vertical to or parallel to the heat dissipation holes, the blocky wallboard structures (sintered composite boards) with various areas are pre-manufactured in a factory in a mode of end gluing bonding or connecting surface gluing bonding respectively, and then the blocky wallboard structures are transported to a construction site and integrally installed on the site, so that the construction efficiency is greatly improved, the operators for on-site brick laying construction are greatly reduced, and the construction period is shortened; the construction cost is reduced.
Further: and grinding a plurality of side surfaces of the sintered composite plate. This allows a very high surface finish to be obtained, facilitating later use and installation.
Further: the plate body connecting pieces are arranged in the plate body connecting holes in the left side and the right side of the sintered composite plate, and the two ends of the plate body connecting pieces are respectively inserted into the plate body connecting holes correspondingly arranged in the left sintered composite plate and the right sintered composite plate during assembly to connect the left sintered composite plate and the right sintered composite plate. Therefore, the left and right sintered composite boards are connected through the board body connecting piece on the installation site to form an integral structure, and the integral performance is improved.
Further: the plate body connecting piece is formed by wrapping an elastic rubber strip or rubber outside a strip-shaped stick body. Have elastic adhesive tape, the both ends of the plate body connecting piece of being convenient for like this penetrate in two adjacent plate body connecting holes respectively.
Further: the hollow brick body be six to twelve, every piece is according to standard specification 300 ~ 600mmx240mm preparation, six to twelve hollow brick body forms the cuboid plate body that height is between 2400mm ~ 3000mm, width is 300 ~ 600mm, and thickness is decided according to the building design needs. The sintered plate body formed by the six to twelve hollow bricks is suitable for the height requirement of the partition wall body in the building, and is arranged in the building at one time to form the partition wall body, so that the construction efficiency is greatly improved, and operators for on-site brick laying construction are greatly reduced.
Further: two protruding tenons are arranged at one end (one connecting side face) of each hollow brick body, two concave mortises are correspondingly arranged at the other end, and two adjacent hollow brick bodies are inserted into the mortises through the tenons and are connected in a matched mode. The tenon and the mortise matching structure are convenient to match, the adhesive surface of the adhesive is increased, and higher adhesive strength is obtained.
Further: one end of the connecting block is connected with the end of the reinforcing steel bar, the length of the connecting block is larger than the distance from the end of the reinforcing steel bar to the side edge, and the bolt connecting hole at the other end extends out of the side edge of the hollow brick body.
Compared with the prior art, the manufacturing method of the shale sintered composite board for the fabricated building, which is disclosed by the invention, has the following advantages:
1. blocky wallboard structures with various areas are prefabricated in a factory and then transported to a construction site, and are integrally installed on the site, so that the construction efficiency is greatly improved, operators for on-site brick laying construction are greatly reduced, and the construction period is shortened; the construction cost is reduced.
2. The end heads or the connecting surfaces of the two adjacent hollow brick bodies are bonded by adopting viscose glue, so that the end heads or the connecting surfaces of the two hollow brick bodies are bonded into an integral structure, the overall performance of the composite board is improved, and the requirements of partition, heat insulation and heat preservation are met.
3. The end heads or the connecting surfaces of the two adjacent hollow brick bodies are bonded by adopting viscose glue, so that the two adjacent hollow brick bodies are not loosened or misplaced, and the composite board has high dimensional precision and verticality.
4. The bonding layer formed by the viscose improves the heat conduction coefficient between the end heads or the connecting surfaces of the two adjacent hollow brick bodies, the heat insulation and preservation performance of the whole composite board is uniform, and the heat insulation and preservation effect is greatly improved.
Drawings
FIG. 1 is a schematic perspective view of a sintered composite plate according to a first embodiment;
FIG. 2 is a structural diagram of the matching connection between two adjacent hollow brick bodies;
FIG. 3 is another structure diagram of the fitting connection between two adjacent hollow bricks according to the embodiment;
FIG. 4 is a schematic perspective view of a sintered composite plate according to a second embodiment;
fig. 5 is a schematic diagram of a left-side view of a part of the structure of the second embodiment.
In the figure: 1-hollow brick body, 2-heat insulation hole, 3-reinforcing steel bar hole, 4-reinforcing steel bar, 5-connecting block, 6-plate body connecting hole, 7-plate body connecting piece and 8-hoisting hole.
Detailed Description
The invention is further illustrated with reference to the following figures and examples.
Example (b):
as shown in fig. 1, 2 and 3, a method for manufacturing a shale sintered composite board for assembly type buildings according to an embodiment of the present invention includes the following steps: 1. manufacturing a hollow brick body 1 according to the process requirements, and forming a plurality of heat insulation holes 2 in the hollow brick body 1; 2. before or during the heating and sintering of the hollow brick body 1, one or more through reinforcing steel bar holes 3 are arranged on the hollow brick body 1 in a direction vertical to the direction of the heat insulation holes 2 and used for penetrating reinforcing steel bars; a non-through plate body connecting hole 6 is arranged on part or all of the hollow brick bodies in the direction vertical to the steel bar hole and used for arranging a plate body connecting piece 7; the reinforcing steel bar holes 3 are vertical to the heat insulation holes 2, and the plate body connecting holes 6 are generally parallel to the heat insulation holes 2 and have the same direction; 3. after sintering, sequentially arranging a plurality of hollow brick bodies according to the direction of the reinforcing steel bar holes 3, wherein the reinforcing steel bar holes at corresponding positions on each hollow brick body are communicated to form an integral reinforcing steel bar hole; a gap is reserved between the ends of two adjacent hollow brick bodies, and the gap is usually less than 15mm, preferably 5 mm; 4. quantitatively spraying or brushing viscose glue for connection between the end heads of two adjacent hollow brick bodies, penetrating a reinforcing steel bar 4 into each integral reinforcing steel bar hole, and penetrating the reinforcing steel bar 4 through all the hollow brick bodies through the reinforcing steel bar holes 3, wherein the length of the reinforcing steel bar 4 is greater than the sum of the lengths of all the hollow brick bodies; 5. Pushing the hollow brick bodies to approach, extruding the viscose and filling the connecting part between the connecting ends of the two adjacent hollow brick bodies; 6. the end heads of the outermost sides of the hollow brick bodies 1 after connection (forming a whole) are respectively provided with a connecting block 5, one or more connecting blocks 5 are arranged at the same end head (the same side edge), each connecting block 5 is connected with the end head of a reinforcing steel bar 4 close to the outer side of the side edge, and the end heads of the reinforcing steel bars 4 are fastened to keep the hollow brick bodies in a compression state; each connecting block 5 is at least provided with two connecting holes, one connecting hole is connected with the end of the corresponding steel bar 4, and the other holes (the other or two connecting holes) are used as bolt connecting holes for fixing bolts, and the bolts are inserted into the bolt connecting holes to be fixed on the building plate or the beam during installation; when the building partition wall is used as a floor partition wall, the lower end of the building partition wall is provided with foundation bolts, the upper end of the building partition wall is provided with top bolts, and the building partition wall is connected to plates or beams on the bottom surface and the top surface of a building through the foundation bolts and the top bolts respectively; the connecting block 5 is usually connected with the end of the steel bar 4 by a nut, and the end of the steel bar 4 is fastened by screwing the nut; one end of each connecting block 5 is connected with the end of the steel bar 4, the length of each connecting block is greater than the distance from the end of the steel bar 4 to the side edge, the other end of each connecting block can extend out of the side edge, a bolt connecting hole on each connecting block is used as a bolt through hole for connecting the plate body and the building, and the upper end and the lower end of each connecting block are respectively connected to a plate or a beam on the bottom surface and the top surface of the building through the bolt connecting holes of the connecting; 7. curing the adhesive for curing after the curing time required by the process, realizing the integral strength and the deflection, bonding the connecting part between the ends of the two hollow brick bodies, and forming the sintered composite board, wherein the strength meets the requirement. The specific curing time is determined according to the process requirements, and the curing time of the viscose glue with different components is different.
As shown in fig. 4 and 5, another manufacturing method according to the second embodiment of the present invention: the manufacturing method of the shale sintered composite board for the fabricated building is characterized by comprising the following steps of:
1) manufacturing a hollow brick body according to the process requirements, and forming a plurality of heat insulation holes in the hollow brick body;
the hollow brick body is parallel to the direction of the heat insulation hole, and one or more through reinforcing steel bar holes are arranged for penetrating reinforcing steel bars; non-penetrating connecting piece holes are correspondingly arranged on two side surfaces of the hollow brick body in the direction vertical to the reinforcing steel bar holes on part or all of the hollow brick body for arranging plate body connecting pieces;
2) after the hollow brick bodies are heated and sintered, a plurality of hollow brick bodies are sequentially arranged according to the direction of the reinforcing steel bar holes, and the reinforcing steel bar holes at corresponding positions on each hollow brick body are communicated to form an integral reinforcing steel bar hole; a gap is reserved between the connecting surfaces of two adjacent hollow brick bodies, and the gap is smaller than 15 mm;
3) filling the two ends of the heat insulation hole of the hollow brick body with slurry, wherein the filling depth is not less than 15 mm; after the slurry is filled, the slurry is flush with the side surface of the hollow brick body to form a connecting surface; the slurry can be the existing cement mortar and the like, and the two ends of the heat insulation hole are filled and leveled to form parallel connection surfaces, so that the viscose is conveniently sprayed or brushed;
4) quantitatively spraying or brushing viscose glue for connection between the connection surfaces of two adjacent hollow brick bodies, and penetrating a steel bar into each integral steel bar hole;
5) pushing the hollow brick bodies to approach, wherein the viscose between the connecting surfaces of the two adjacent hollow brick bodies is extruded to fill the connecting surfaces between the two adjacent hollow brick bodies with the viscose;
6) connecting blocks are respectively arranged on two connecting surfaces on the outermost sides of the hollow brick bodies after connection (forming a whole), one or more connecting blocks are arranged on the same connecting surface, each connecting block is connected with the end of a steel bar close to the outer side of the connecting surface, and the ends of the steel bars are fastened to keep the hollow brick bodies in a compressed state; each connecting block is at least provided with two connecting holes, one connecting hole is connected with the corresponding end of the steel bar, and the other holes (the other or two connecting holes) are used as bolt connecting holes for fixing bolts, and the bolts are inserted into the bolt connecting holes to be fixed on the building plate or the beam during installation;
7) curing the adhesive after curing for the required curing time, bonding the connecting part between the two hollow brick bodies, and forming the sintered composite board, wherein the strength of the sintered composite board meets the requirement.
According to the invention, after the hollow brick body is manufactured according to the existing process (usually extrusion), before the hardness of the hollow brick body is very high (the hardness reaches very high after sintering), a reinforcing steel bar hole and a plate body connecting hole are arranged; sequentially arranging a plurality of sintered hollow brick bodies according to the direction of the reinforcing steel bar holes, wherein the reinforcing steel bar holes at corresponding positions on each hollow brick body are communicated, a gap is reserved between the connecting surfaces or the end heads of two adjacent hollow brick bodies, viscose glue for connection is quantitatively sprayed or brushed between the connecting surfaces or the end heads of two adjacent hollow brick bodies, and a reinforcing steel bar penetrates into the whole reinforcing steel bar hole; and curing, and solidifying the viscose to form the sintered composite board. The connecting side surfaces of two adjacent hollow brick bodies can be the left end and the right end of the brick body, and also can be a left connecting surface and a right connecting surface with a heat insulation hole 2; the sintered composite board can be more than two hollow brick bodies, such as six to twelve hollow brick bodies, the embodiment adopts ten hollow brick bodies, each hollow brick body is manufactured according to the standard specification of 300-600 x240mm, then the six to twelve hollow brick bodies form a cuboid plate body with the height of 2400 mm-3000 mm and the width of 300-600 mm, and the thickness is determined according to the requirement of building design; the height of the existing floor is about 3000mm generally, and six to twelve hollow bricks form the height, and the base and the top cover which are installed in a matched mode in the height direction are matched, so that the requirement of an indoor partition is met, and the floor can be installed and formed at one time. And the composite board is very convenient and fast to install on site.
As a further improvement, a plurality of side surfaces of the sintered composite plate can be polished to obtain higher-precision verticality or levelness.
The sintered composite board obtained by the invention is generally vertically installed on a floor, 2400 mm-3000 mm formed by six to twelve hollow bricks is installed in the height direction and used as a whole board body, and the sintered composite board is also provided with a connecting structure between the left and right adjacent board bodies; the connecting structure comprises plate connecting holes 6, plate connecting pieces 7 are transversely arranged in the plate connecting holes 6 arranged on the two side surfaces of the sintered composite plates, two ends of each plate connecting piece 7 are respectively inserted into the plate connecting holes 6 correspondingly arranged on the left and right sintered composite plates, the left and right sintered composite plates are connected through the plate connecting pieces 7, the left and right sintered composite plates are mutually connected to form an integral partition wall, and the integral rigidity of the partition wall formed by the sintered composite plates is enhanced. The plate body attachment holes 6 are generally perpendicular to the center line of the tendon holes 3.
The structure of the specific embodiment of the plate connecting piece 7 is that the outside of the bar-shaped stick body is wrapped by an elastic rubber strip or rubber, so that the two ends of the plate connecting piece 7 can penetrate into the two plate connecting holes 6 respectively, the rubber strip on the outer side has elasticity, and the plate connecting piece can be made of soft rubber or plastic materials and can also penetrate conveniently.
On the same sintered composite board, the connecting parts between two adjacent hollow brick bodies have various connecting structures, such as the existing connecting structure of two planes; the structure that this embodiment provided, as shown in fig. 2, set up two outstanding tenons at every hollow brick body one end, set up two indent mortises at another end correspondence, two adjacent hollow brick bodies are inserted in the mortise and are connected in the cooperation through the tenon. When the viscose for connection is sprayed or painted, the viscose is sprayed or painted in the mortise, and then the tenon is moved into the mortise. Thus, the tenon and the mortise matching structure are convenient to match, the adhesive surface between the hollow brick bodies can be increased, and higher adhesive strength is obtained.
On the side edge of the hollow brick body provided with the connecting block 5, one end of the connecting block 5 is connected with the end of the reinforcing steel bar, the length of the connecting block is greater than the distance from the end of the reinforcing steel bar to the side edge, and the bolt connecting hole at the other end extends out of the side edge of the hollow brick body; the connecting block is overlapped with the side edge (accommodated in the side edge) after rotating inwards, and then the bolt connecting hole at one end of the connecting block extends out of the side edge after rotating outwards, namely the length of the connecting block is greater than that of the side edge and extends out of the side edge; when the composite sintered plate is used as a floor partition wall body, the lower end of the composite sintered plate is provided with foundation bolts, the upper end of the composite sintered plate is provided with top bolts, the composite sintered plate is respectively connected to plates or beams on the bottom surface and the top surface of a building through the foundation bolts and the top bolts, and two ends of the composite sintered plate in the height direction are respectively connected to the top surface and the bottom surface below the top surface of the building to form a partition wall. Considering the width of the upper end and the lower end of the brick body and the installation process, the number of the connecting blocks 5 is determined, usually, one connecting block is used, or two connecting blocks or more than two connecting blocks are needed to be arranged on the hollow brick bodies at the left end and the right end of the sintered composite plate, so that the position interference of the connecting blocks 5 between the adjacent hollow brick bodies is avoided, and the installation requirement can be met.
The adhesive used in the invention can adopt strong adhesive in the prior art, meets the requirements of curing time and curing strength, is suitable for use of the baked brick, and is not further described here.
According to the sintered composite board, the hoisting holes 8 are convenient to transport and hoist during transportation and field installation; block-shaped wall plate structures with various specifications (area or volume) are manufactured in advance in a factory, then are transported to a construction site, are integrally installed on the site, and are respectively connected to plates or beams on the bottom surface and the top surface of a building through foundation bolts and top bolts; then, the left and right sintered composite boards are connected through the board connecting piece 7, so that the plurality of sintered composite boards are mutually connected to form an integral partition wall body; the construction efficiency can be greatly improved, operators for on-site brick laying construction can be greatly reduced, and the construction period can be shortened; the construction cost is reduced. After the left and right sintered composite boards are connected, the gap can be reinforced by filling mortar and the like.
Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting the technical solutions, and although the present invention has been described in detail by referring to the preferred embodiments, those skilled in the art should understand that modifications or equivalent substitutions to the technical solutions of the present invention can be made without departing from the spirit and scope of the technical solutions, and all the modifications and equivalent substitutions should be covered by the claims of the present invention.
Claims (10)
1. The manufacturing method of the shale sintered composite board for the fabricated building is characterized by comprising the following steps of:
1) manufacturing a hollow brick body according to the process requirements, and forming a plurality of heat insulation holes in the hollow brick body;
2) before or during the heating and sintering of the hollow brick body, one or more through reinforcing steel bar holes are arranged on the hollow brick body and are vertical to the direction of the heat insulation holes for penetrating reinforcing steel bars; non-penetrating connecting piece holes are correspondingly arranged on two side surfaces of the hollow brick body in the direction vertical to the reinforcing steel bar holes on part or all of the hollow brick body for arranging plate body connecting pieces;
3) after sintering, sequentially arranging a plurality of hollow brick bodies according to the direction of the reinforcing steel bar holes, wherein the reinforcing steel bar holes at corresponding positions on each hollow brick body are communicated to form an integral reinforcing steel bar hole; a gap is reserved between the ends of two adjacent hollow brick bodies, and the gap is smaller than 15 mm;
4) quantitatively spraying or brushing viscose glue for connection between the end heads of two adjacent hollow brick bodies, and penetrating a steel bar into each integral steel bar hole;
5) pushing the hollow brick bodies to approach, wherein the viscose between the gaps of the two adjacent hollow brick bodies is extruded to fill the connecting part between the two adjacent hollow brick bodies with the viscose;
6) connecting blocks are respectively arranged on two ends on the outermost side of the connected hollow brick bodies, one or more connecting blocks are arranged on the side edge of the same end, each connecting block is connected with the end of a reinforcing steel bar close to the outer side of the side edge, and the ends of the reinforcing steel bars are fastened to keep the hollow brick bodies in a compressed state; each connecting block is at least provided with two connecting holes, one connecting hole is connected with the corresponding reinforcing steel bar end, and the other holes are used as bolt connecting holes for fixing bolts, and the bolts are inserted into the bolt connecting holes to be fixed on the building plate or the beam during installation;
7) curing the adhesive after curing for the required curing time, bonding the connecting part between the two hollow brick bodies, and forming the sintered composite board, wherein the strength of the sintered composite board meets the requirement.
2. The method for manufacturing the shale sintered composite board for the fabricated building according to claim 1,
the method is characterized in that: and grinding a plurality of side surfaces of the sintered composite plate.
3. The method for manufacturing the assembled shale sintered composite board for the building as claimed in claim 1, wherein the plate connecting pieces are arranged in the plate connecting holes at the left side and the right side of the sintered composite board, and both ends of the plate connecting pieces are respectively inserted into the plate connecting holes correspondingly arranged on the left sintered composite board and the right sintered composite board during assembly to connect the left sintered composite board and the right sintered composite board.
4. The method for manufacturing the assembled shale sintered composite board for the building as claimed in claim 3, wherein the board connecting piece is a long bar-shaped stick body, and an elastic rubber strip or rubber sheet is wrapped outside the long bar-shaped stick body.
5. The manufacturing method of the assembled shale sintered composite board for the building as claimed in any one of claims 1 to 4, wherein the hollow brick body is six to twelve hollow brick bodies, each hollow brick body is manufactured according to a standard specification of 300-600 mmx240mm, and the six to twelve hollow brick bodies form a rectangular plate body with a height of 2400 mm-3000 mm and a width of 300-600 mm.
6. A method for manufacturing an assembled building shale sintered composite board as claimed in any one of claims 1 to 4, wherein two protruding tenons are provided at one end of each hollow brick, two concave mortises are correspondingly provided at the other end, and two adjacent hollow bricks are connected by inserting the tenons into the mortises.
7. The manufacturing method of the shale sintered composite board for the fabricated building is characterized by comprising the following steps of:
1) manufacturing a hollow brick body according to the process requirements, and forming a plurality of heat insulation holes in the hollow brick body;
the hollow brick body is parallel to the direction of the heat insulation hole, and more than one through reinforcing steel bar hole is arranged for penetrating the reinforcing steel bar; non-penetrating connecting piece holes are correspondingly arranged on two side surfaces of the hollow brick body in the direction vertical to the reinforcing steel bar holes on part or all of the hollow brick body for arranging plate body connecting pieces;
2) after the hollow brick bodies are heated and sintered, a plurality of hollow brick bodies are sequentially arranged according to the direction of the reinforcing steel bar holes, and the reinforcing steel bar holes at corresponding positions on each hollow brick body are communicated to form an integral reinforcing steel bar hole;
3) filling the two ends of the heat insulation hole of the hollow brick body with slurry, wherein the filling depth is not less than 15 mm; after the slurry is filled, the slurry is flush with the side surface of the hollow brick body to form a connecting surface;
4) quantitatively spraying or brushing viscose glue for connection between the connection surfaces of two adjacent hollow brick bodies, and penetrating a steel bar into each integral steel bar hole;
5) pushing the hollow brick bodies to approach, wherein the viscose between the connecting surfaces of the two adjacent hollow brick bodies is extruded to fill the connecting surfaces between the two adjacent hollow brick bodies with the viscose;
6) connecting blocks are respectively arranged on two connecting surfaces on the outermost sides of the connected hollow brick bodies, one or more connecting blocks are arranged on the same connecting surface, each connecting block is connected with the end of a reinforcing steel bar close to the outer side of the connecting surface, and the ends of the reinforcing steel bars are fastened to keep the hollow brick bodies in a compressed state; each connecting block is at least provided with two connecting holes, one connecting hole is connected with the corresponding reinforcing steel bar end, and the other holes are used as bolt connecting holes for fixing bolts, and the bolts are inserted into the bolt connecting holes to be fixed on the building plate or the beam during installation;
7) curing the adhesive after curing for the required curing time, bonding the connecting part between the two hollow brick bodies, and forming the sintered composite board, wherein the strength of the sintered composite board meets the requirement.
8. The method for manufacturing the assembled shale sintered composite board for the building as claimed in claim 7, wherein the plate connecting pieces are arranged in the plate connecting holes at the left and right sides of the sintered composite board, and both ends of the plate connecting pieces are respectively inserted into the plate connecting holes correspondingly arranged on the left and right sintered composite boards during assembly to connect the left and right sintered composite boards.
9. The method for manufacturing an assembled shale sintered composite board for building as claimed in claim 3 or 8, wherein one end of each connecting block is connected with the end of the reinforcing bar, and the length of each connecting block is longer than the distance from the end of the reinforcing bar to the side edge, so that the bolt connecting hole at the other end extends out of the side edge of the hollow brick body.
10. The method of manufacturing an assembled shale sintered composite slab for construction as claimed in claim 9, wherein each connecting block is rotatable about its connection with the end of the reinforcing bar, and the bolt connecting hole is protruded from the side of the hollow brick body after the rotation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010605136.0A CN111663710A (en) | 2020-06-29 | 2020-06-29 | Method for manufacturing shale sintered composite board for assembly type building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010605136.0A CN111663710A (en) | 2020-06-29 | 2020-06-29 | Method for manufacturing shale sintered composite board for assembly type building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111663710A true CN111663710A (en) | 2020-09-15 |
Family
ID=72390323
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010605136.0A Pending CN111663710A (en) | 2020-06-29 | 2020-06-29 | Method for manufacturing shale sintered composite board for assembly type building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111663710A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235805A (en) * | 2021-05-31 | 2021-08-10 | 重庆金彧新型环保建材有限公司 | Method for manufacturing prefabricated ribbon board |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101122154A (en) * | 2007-08-31 | 2008-02-13 | 何荣灿 | Positioning embedded bricklaying |
| CN207032628U (en) * | 2017-06-07 | 2018-02-23 | 安徽宝路环境工程有限公司 | Hollow brick for building |
| CN207277667U (en) * | 2017-08-16 | 2018-04-27 | 南京世浩建筑节能科技有限公司 | Insulation blocks |
| CN207392590U (en) * | 2017-07-20 | 2018-05-22 | 四川君璜建材有限公司 | A kind of reinforced boards |
| CN208633431U (en) * | 2018-08-06 | 2019-03-22 | 重庆金阿新型建材有限公司 | A kind of insulating partition decorative panel |
-
2020
- 2020-06-29 CN CN202010605136.0A patent/CN111663710A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101122154A (en) * | 2007-08-31 | 2008-02-13 | 何荣灿 | Positioning embedded bricklaying |
| CN207032628U (en) * | 2017-06-07 | 2018-02-23 | 安徽宝路环境工程有限公司 | Hollow brick for building |
| CN207392590U (en) * | 2017-07-20 | 2018-05-22 | 四川君璜建材有限公司 | A kind of reinforced boards |
| CN207277667U (en) * | 2017-08-16 | 2018-04-27 | 南京世浩建筑节能科技有限公司 | Insulation blocks |
| CN208633431U (en) * | 2018-08-06 | 2019-03-22 | 重庆金阿新型建材有限公司 | A kind of insulating partition decorative panel |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235805A (en) * | 2021-05-31 | 2021-08-10 | 重庆金彧新型环保建材有限公司 | Method for manufacturing prefabricated ribbon board |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US11426895B2 (en) | Integral composite shuttering panel and monolithic wall building system | |
| US4942707A (en) | Load-bearing roof or ceiling assembly made up of insulated concrete panels | |
| US8240103B2 (en) | Wall construction method using injected urethane foam between the wall frame and autoclaved aerated concrete (AAC) blocks | |
| US8590215B2 (en) | Prefabricated element for a dwelling unit | |
| CN201106233Y (en) | Double leaf exterior wall of polyphenyl composite thermal insulation wallboard | |
| CN104674989A (en) | Light steel engaged composite insulation lightweight wall assembly type combined shear wall and fabrication method | |
| CN110616846A (en) | Assembled building block, assembled building block lock anchor wall building system and construction method thereof | |
| CN212405593U (en) | Assembled wall with window | |
| RU2440473C2 (en) | Vertical construction joints | |
| CN111663710A (en) | Method for manufacturing shale sintered composite board for assembly type building | |
| CN213204665U (en) | Shale sintered composite board for fabricated building | |
| CN113006363A (en) | Vertical hole grouting type concrete internal partition wall filling building block | |
| CN210316179U (en) | Assembled building block and assembled building block lock anchor wall building system | |
| US10415236B2 (en) | Outer insulation integrated insulating block system easy to dry-finish and a construction method thereby | |
| CN103452209B (en) | Double-layer composite slat cast-in-situ internal partition wall structure | |
| CN116104224A (en) | External wall heat insulation integrated gap spliced construction node and construction method | |
| CN216305107U (en) | Auxiliary building block and wall structure comprising same | |
| CN202831299U (en) | Double-wallboard staggered joint internal partition | |
| CN210086629U (en) | Vertical hole grouting type light concrete inner partition wall filling building block | |
| CN212358637U (en) | Prefabricated assembled outer wall and prefabricated assembled building | |
| CN114737694A (en) | Composite integral heat-insulation assembled large wallboard and manufacturing method thereof | |
| JPS59228547A (en) | Structure of outer heat insulating double wall | |
| CN112900694A (en) | Integrated insulation construction of non-bearing wall | |
| RU134556U1 (en) | CONNECTION OF BUILDING WALL UNITS | |
| CN112459288A (en) | Heat insulation structure integrated system and construction process thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200915 |
|
| RJ01 | Rejection of invention patent application after publication |