CN103883023A - Method for using building waste to manufacture building blocks and building reinforced masonry without adhesive mortar - Google Patents
Method for using building waste to manufacture building blocks and building reinforced masonry without adhesive mortar Download PDFInfo
- Publication number
- CN103883023A CN103883023A CN201410150058.4A CN201410150058A CN103883023A CN 103883023 A CN103883023 A CN 103883023A CN 201410150058 A CN201410150058 A CN 201410150058A CN 103883023 A CN103883023 A CN 103883023A
- Authority
- CN
- China
- Prior art keywords
- building block
- layer
- dop
- building
- reinforcement
- 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.)
- Granted
Links
- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 34
- 239000000853 adhesive Substances 0.000 title claims abstract description 27
- 230000001070 adhesive effect Effects 0.000 title claims abstract description 27
- 238000000034 method Methods 0.000 title claims abstract description 18
- 239000002699 waste material Substances 0.000 title claims abstract description 18
- 238000004519 manufacturing process Methods 0.000 title abstract 3
- 230000002787 reinforcement Effects 0.000 claims abstract description 57
- 239000004567 concrete Substances 0.000 claims abstract description 30
- 239000004568 cement Substances 0.000 claims abstract description 14
- 238000012423 maintenance Methods 0.000 claims abstract description 8
- 239000012535 impurity Substances 0.000 claims abstract description 7
- 238000012216 screening Methods 0.000 claims abstract description 7
- 239000011449 brick Substances 0.000 claims description 30
- 239000000758 substrate Substances 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000003756 stirring Methods 0.000 claims description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 12
- 230000015271 coagulation Effects 0.000 claims description 6
- 238000005345 coagulation Methods 0.000 claims description 6
- 239000012530 fluid Substances 0.000 claims description 6
- 238000013467 fragmentation Methods 0.000 claims description 6
- 238000006062 fragmentation reaction Methods 0.000 claims description 6
- 208000002925 dental caries Diseases 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 9
- 239000000463 material Substances 0.000 abstract description 5
- 238000004064 recycling Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000011465 paving brick Substances 0.000 description 1
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Processing Of Solid Wastes (AREA)
Abstract
Provided is a method for using building waste to manufacture building blocks and building reinforced masonry without adhesive mortar. The method comprises the steps of recycling, impurity removal, smash, screening, blank manufacturing, maintenance, reinforced masonry construction, pouring of concrete core columns, maintenance and the like. Secondary utilization is carried out on building waste recycled materials in the mode that cement is added to the building waste recycled materials, the high-grade building blocks are manufactured, dedicated connecting notches are formed in the building blocks, fixed connection between every two adjacent building blocks can be achieved through cooperation between the dedicated connecting notches and dedicated connecting pieces, connection between the building blocks on the upper layer and the building blocks on the lower layer can be achieved, the masonry formed through construction of the building blocks or walls formed through construction of the building blocks can be directly connected into a whole after construction is accomplished, the adhesive mortar between every two adjacent building blocks is omitted, pouring of the cavity inner core columns of the building blocks is immediately carried out after construction and reinforcement are accomplished, and the construction speed of the reinforced masonry is increased.
Description
Technical field
The present invention relates to the technical field that building waste is recycled, particularly a kind of method of building rubbish making rubbish building block and building the reinforced masonry of exempting from adhesive mortar.
Background technology
Along with the quick propelling of Re-search on Urbanization, a large amount of old house in many cities need to be removed and renovate, so just certainly will produce a large amount of building wastes, general city is all by truck, these building wastes to be transported to suburb to carry out landfill, waste a large amount of materials, in recent years, had a few cities to occur recycling the industry of building waste, retrieve at last partial loss, but the comprehensive utilization degree of depth of building waste or inadequate; Be all generally to have done the low-grade bricks such as paving brick, enclosure wall brick, to the comprehensive reutilization of building waste, and make to build by laying bricks or stones and still have to be developed by the technology of material.
Reinforced masonry has development rapidly in recent years, the work progress of reinforced masonry is generally to build by laying bricks or stones with arrangement of reinforcement to carry out simultaneously, build again stem stem with the building block on masonry is adhered to one another after firmly, due to cast stem stem time, need to make firm by ramming with vibrating head, after necessarily requiring to be connected firmly between building block, just can carry out, existing building-block and reinforced masonry are due to the problem of building block design itself, connection between adjacent block is to connect by adhesive mortar, because mortar needs one section of setting time, like this speed of application of masonry be just subject to adhesive mortar setting time restriction, can not carry out fast.
Summary of the invention
To the object of the invention is in order addressing the above problem, a kind of method that rubbish is made rubbish building block and built the reinforced masonry of exempting from adhesive mortar of building to be provided.
Technical scheme of the present invention is: a kind of method of building rubbish making rubbish building block and building the reinforced masonry of exempting from adhesive mortar, comprises the steps:
A. the building waste reclaiming is removed after impurity, is carried out fragmentation, screening, form coarse aggregate and fines,
B. by coarse aggregate 55-60 weight portion, fines 30-37 weight portion, cement 15-17 weight portion, stirs, and then mixes water, again stirs into wet feed,
C. wet feed is sent into and in brickmaking machine, be pressed into building block base substrate, this building block base substrate at least comprises that forward and backward side plate and left and right two end side panels are encircled into building block, building block is inner is the upper and lower cavity running through, the upper and lower end face of described left and right two end side panels is respectively equipped with connection breach corresponding to position, inside and outside this connection breach perforation cavity; This building block base substrate is also provided with the horizontal arrangement of reinforcement breach that runs through along its length left and right two end side panels,
D. maintenance,
E. make connector, water mud is produced as follows the connector of shape;
Embedded part in the middle of this connector comprises and the dop part of two symmetry, dop partial width is greater than embedded part; Described embedded part is rectangle, and described dop part is semicircle cylindricality; The face of cylinder of dop part is in outside, and the plane of dop part is connected with the end face of embedded part in inner side,
F. build by laying bricks or stones, build n >=1 in step by laying bricks or stones;
F1. the building block of splicing n layer joins end to end, adjacent block end bonding surface is without adhesive mortar, the distolateral plate upper surface of the Lower Half of the Embedded Division of above-mentioned connector being filled in to above-mentioned adjacent block connects in breach, two dop parts of connector lay respectively in the internal cavities of adjacent two building blocks, dop Lower Half is stuck in the edge that distolateral plate upper surface connects breach, by two adjacent n layer building block tensions; And then horizontal n layer arrangement of reinforcement is inserted in the surperficial arrangement of reinforcement breach of first floor building block;
F2. colligation arrangement of reinforcement,
In the time of n=1, in cavity, insert Vertical Reinforcement, and carry out colligation with the horizontal arrangement of reinforcement of n layer and fix; In the time of n >=2, horizontal n layer arrangement of reinforcement and Vertical Reinforcement are carried out to colligation;
F3. the building block of n+1 layer built by laying bricks or stones one by one on the n time building block, the bonding surface of two-layer building block is without mortar, the lower surface of the distolateral plate of n+1 layer building block connects the just first half installation of the Embedded Division to the connector in f1 of breach, the first half of dop is stuck in the edge of the connection breach of the lower surface of the distolateral plate of n+1 layer building block, by adjacent n+1 layer building block tension;
Repeat continuously f1, f2, f3 step, form multilayer and build body by laying bricks or stones,
G. in the cavity that mix concrete, and fluid concrete to multi-layer building block is communicated with up and down, become concrete vertical bar, by vibrating head vibration tamping, Concrete Filled is to the horizontal arrangement of reinforcement breach of each layer of building block;
H. curing concrete is to coagulation forming.
Step e is synchronizeed and is carried out with step a-d.
Described connector is cement prefab, and described embedded part and dop partial interior embed has some diameter 0.1mm to 0.6mm, and length 20mm is to the steel wire of 60mm, and steel wire is evenly distributed embedded part and dop part.
Build the method that rubbish is made rubbish building block and built the reinforced masonry of exempting from adhesive mortar, comprise the steps:
A. the building waste reclaiming is removed after impurity, is carried out fragmentation, screening, form coarse aggregate and fines,
B. by coarse aggregate 40-60 weight portion, fines 20-30 weight portion, cement 4-10 weight portion, stirs, and then mixes water, again stirs into wet feed,
C. wet feed is sent into and in brickmaking machine, be pressed into building block base substrate, before this building block base substrate at least comprises, back side panel and a left side, right two end side panels and central dividing plate, the cavity of building block inside is divided into a left side by central dividing plate, right two parts, the thickness of described central dividing plate is the twice of two end side panels thickness, a described left side, right two end side panels upper, lower surface is respectively equipped with connection breach first corresponding to position, inside and outside this connection breach first perforation cavity, the upper and lower end face of described central dividing plate is also respectively equipped with connection breach second corresponding to position, connecting breach second is communicated with left, two cavitys,
D. maintenance,
E. make connector, water mud is produced as follows the connector of shape;
Embedded part in the middle of this connector comprises and the dop part of two symmetry, dop partial width is greater than embedded part; Described embedded part is rectangle, and described dop part is semicircle cylindricality; The face of cylinder of dop part is in outside, and the plane of dop part is connected with the end face of embedded part in inner side,
F. build by laying bricks or stones, build n >=1 in step by laying bricks or stones;
F1. the building block of splicing n layer joins end to end, adjacent block end bonding surface is without adhesive mortar, the Lower Half of the Embedded Division of above-mentioned connector is filled in the connection breach of the distolateral plate upper surface of above-mentioned adjacent block and the upper surface of central dividing plate, two dop parts of connector lay respectively in the internal cavities of building block, two n layer building block tensions that dop is adjacent; And then horizontal n layer arrangement of reinforcement is inserted in the surperficial arrangement of reinforcement breach of first floor building block;
F2. colligation arrangement of reinforcement,
In the time of n=1, in cavity, insert Vertical Reinforcement, and carry out colligation with the horizontal arrangement of reinforcement of n layer and fix; In the time of n >=2, horizontal n layer arrangement of reinforcement and Vertical Reinforcement are carried out to colligation;
F3. the building block of n+1 layer built by laying bricks or stones one by one on the n time building block, the bonding surface of two-layer building block is without mortar, the lower surface of the distolateral plate of n+1 layer building block connects breach just installs the upper surface of the central dividing plate of building block in n layer, and the first half that is positioned at the dop on n layer central dividing plate is embedded into the connection breach of the lower surface of the distolateral plate of the building block of n+1 layer; The connection breach of the lower surface of the central dividing plate of the n+1 layer building block just upper surface of the distolateral plate to n layer adjacent block is installed, and is positioned at the connection breach of the lower surface of the central dividing plate of the building block of the n+1 layer of the first half embedding of the dop of the distolateral plate upper surface of n layer adjacent block;
Repeat continuously f1, f2, f3 step, form multilayer and build body by laying bricks or stones,
G. in the cavity that fluid concrete to multi-layer building block is communicated with up and down, become concrete vertical bar, by vibrating head vibration tamping, Concrete Filled is to the horizontal arrangement of reinforcement breach of each layer of building block;
H. curing concrete is to coagulation forming.
Step e is synchronizeed and is carried out with step a-d.
Described connector is cement prefab, and described embedded part and dop partial interior embed has some diameter 0.1mm to 0.6mm, and length 20mm is to the steel wire of 60mm, and steel wire is evenly distributed embedded part and dop part.
Beneficial effect of the present invention
The method that this building rubbish is made rubbish building block and built the reinforced masonry of exempting from adhesive mortar, by adding cement that building waste reclaimed materials has been carried out to secondary utilization, make high-grade building block, then in building block, be provided with special connection breach, and coordinate special connecting piece can realize being fixedly connected with between adjacent building block, still realize the connection between levels building block simultaneously, can build by laying bricks or stones and directly link into an integrated entity afterwards with the masonry of this concrete block masonry or body of wall, adhesive mortar between the adjacent building block of removing from, build by laying bricks or stones with arrangement of reinforcement after can carry out immediately the cast of the cavity inner leg of building block, improve the speed of application of reinforced masonry.
Accompanying drawing explanation
Fig. 1 is that this building rubbish is made rubbish building block and built the flow chart of the method for the reinforced masonry of exempting from adhesive mortar;
One of perspective view of building block in Fig. 2 embodiment mono-;
Two of the perspective view of the building block in Fig. 3 embodiment mono-;
The main TV structure schematic diagram of Fig. 4 connector;
Fig. 5 connector overlook cross-sectional view;
The perspective view of Fig. 6 connector;
The structural representation of reinforced masonry in construction in Fig. 7 embodiment mono-;
One of perspective view of building block in Fig. 8 embodiment bis-;
Two of the perspective view of the building block in Fig. 9 embodiment bis-;
One of structural representation of reinforced masonry in construction in Figure 10 embodiment bis-;
In construction in Figure 11 embodiment bis-two of the structural representation of reinforced masonry;
In figure, the 1. left end side plate of the front side board of building block or back side panel, 2. building block or right-hand member side plate, 3. cavity, 4. the connection breach on section side plate, 5. central dividing plate, 6. arrangement of reinforcement breach, 7. the connection breach on central dividing plate, 101. connectors, 102. building blocks, 103. horizontal arrangements of reinforcement, 104. Vertical Reinforcements, 105. concrete, the dop of 101-1. connector, the embedded part of 101-2. connector.
The specific embodiment
Embodiment: referring to Fig. 1-4,6, a kind of method of building rubbish making rubbish building block and building the reinforced masonry of exempting from adhesive mortar, comprises the steps:
A. the building waste reclaiming is removed after impurity, is carried out fragmentation, screening, form coarse aggregate and fines,
B. by coarse aggregate 55-60 weight portion, fines 30-37 weight portion, cement 15-17 weight portion, stirs, and then mixes water, again stirs into wet feed,
C. wet feed is sent into and in brickmaking machine, be pressed into building block base substrate, this building block base substrate at least comprises that forward and backward side plate and left and right two end side panels are encircled into building block, building block is inner is the upper and lower cavity running through, the upper and lower end face of described left and right two end side panels is respectively equipped with connection breach corresponding to position, inside and outside this connection breach perforation cavity; This building block base substrate is also provided with the horizontal arrangement of reinforcement breach that runs through along its length left and right two end side panels,
D. maintenance,
E. make connector, water mud is produced as follows the connector of shape;
Embedded part in the middle of this connector comprises and the dop part of two symmetry, dop partial width is greater than embedded part; Described embedded part is rectangle, and described dop part is semicircle cylindricality; The face of cylinder of dop part is in outside, and the plane of dop part is connected with the end face of embedded part in inner side,
F. build by laying bricks or stones, build n >=1 in step by laying bricks or stones;
F1. the building block of splicing n layer joins end to end, adjacent block end bonding surface is without adhesive mortar, the distolateral plate upper surface of the Lower Half of the Embedded Division of above-mentioned connector being filled in to above-mentioned adjacent block connects in breach, two dop parts of connector lay respectively in the internal cavities of adjacent two building blocks, dop Lower Half is stuck in the edge that distolateral plate upper surface connects breach, by two adjacent n layer building block tensions; And then horizontal n layer arrangement of reinforcement is inserted in the surperficial arrangement of reinforcement breach of first floor building block;
F2. colligation arrangement of reinforcement,
In the time of n=1, in cavity, insert Vertical Reinforcement, and carry out colligation with the horizontal arrangement of reinforcement of n layer and fix; In the time of n >=2, horizontal n layer arrangement of reinforcement and Vertical Reinforcement are carried out to colligation;
F3. the building block of n+1 layer built by laying bricks or stones one by one on the n time building block, the bonding surface of two-layer building block is without mortar, the lower surface of the distolateral plate of n+1 layer building block connects the just first half installation of the Embedded Division to the connector in f1 of breach, the first half of dop is stuck in the edge of the connection breach of the lower surface of the distolateral plate of n+1 layer building block, by adjacent n+1 layer building block tension;
Repeat continuously f1, f2, f3 step, form multilayer and build body by laying bricks or stones,
G. in the cavity that mix concrete, and fluid concrete to multi-layer building block is communicated with up and down, become concrete vertical bar, by vibrating head vibration tamping, Concrete Filled is to the horizontal arrangement of reinforcement breach of each layer of building block;
H. curing concrete is to coagulation forming.
Above-mentioned steps e is synchronizeed and is carried out with step a-d.
Referring to Fig. 5, in above-described embodiment, described connector is cement prefab, described embedded part and dop partial interior embed has some diameter 0.1mm to 0.6mm, length 20mm is to the steel wire of 60mm, steel wire is evenly distributed embedded part and dop part, can promote like this intensity of connector, and most of the concentrating of described steel wire is distributed in the embedded part position that transition is connected with dop part.Because this position is the strength weak position connecting.
Embodiment bis-: referring to Fig. 1,4,8-11, a kind of method of building rubbish making rubbish building block and building the reinforced masonry of exempting from adhesive mortar, comprises the steps:
A. the building waste reclaiming is removed after impurity, is carried out fragmentation, screening, form coarse aggregate and fines,
B. by coarse aggregate 40-60 weight portion, fines 20-30 weight portion, cement 4-10 weight portion, stirs, and then mixes water, again stirs into wet feed,
C. wet feed is sent into and in brickmaking machine, be pressed into building block base substrate, before this building block base substrate at least comprises, back side panel and a left side, right two end side panels and central dividing plate, the cavity of building block inside is divided into a left side by central dividing plate, right two parts, the thickness of described central dividing plate is the twice of two end side panels thickness, a described left side, right two end side panels upper, lower surface is respectively equipped with connection breach first corresponding to position, inside and outside this connection breach first perforation cavity, the upper and lower end face of described central dividing plate is also respectively equipped with connection breach second corresponding to position, connecting breach second is communicated with left, two cavitys,
D. maintenance,
E. make connector, water mud is produced as follows the connector of shape;
Embedded part in the middle of this connector comprises and the dop part of two symmetry, dop partial width is greater than embedded part; Described embedded part is rectangle, and described dop part is semicircle cylindricality; The face of cylinder of dop part is in outside, and the plane of dop part is connected with the end face of embedded part in inner side,
F. build by laying bricks or stones, build n >=1 in step by laying bricks or stones;
F1. the building block of splicing n layer joins end to end, adjacent block end bonding surface is without adhesive mortar, the Lower Half of the Embedded Division of above-mentioned connector is filled in the connection breach of the distolateral plate upper surface of above-mentioned adjacent block and the upper surface of central dividing plate, two dop parts of connector lay respectively in the internal cavities of building block, two n layer building block tensions that dop is adjacent; And then horizontal n layer arrangement of reinforcement is inserted in the surperficial arrangement of reinforcement breach of first floor building block;
F2. colligation arrangement of reinforcement,
In the time of n=1, in cavity, insert Vertical Reinforcement, and carry out colligation with the horizontal arrangement of reinforcement of n layer and fix; In the time of n >=2, horizontal n layer arrangement of reinforcement and Vertical Reinforcement are carried out to colligation;
F3. the building block of n+1 layer built by laying bricks or stones one by one on the n time building block, the bonding surface of two-layer building block is without mortar, the lower surface of the distolateral plate of n+1 layer building block connects breach just installs the upper surface of the central dividing plate of building block in n layer, and the first half that is positioned at the dop on n layer central dividing plate is embedded into the connection breach of the lower surface of the distolateral plate of the building block of n+1 layer; The connection breach of the lower surface of the central dividing plate of the n+1 layer building block just upper surface of the distolateral plate to n layer adjacent block is installed, and is positioned at the connection breach of the lower surface of the central dividing plate of the building block of the n+1 layer of the first half embedding of the dop of the distolateral plate upper surface of n layer adjacent block;
Repeat continuously f1, f2, f3 step, form multilayer and build body by laying bricks or stones,
G. in the cavity that fluid concrete to multi-layer building block is communicated with up and down, become concrete vertical bar, by vibrating head vibration tamping, Concrete Filled is to the horizontal arrangement of reinforcement breach of each layer of building block;
H. curing concrete is to coagulation forming.
Described step e is synchronizeed and is carried out with step a-d.
Referring to Fig. 5, in above-described embodiment, described connector is cement prefab, described embedded part and dop partial interior embed has some diameter 0.1mm to 0.6mm, length 20mm is to the steel wire of 60mm, steel wire is evenly distributed embedded part and dop part, can promote like this intensity of connector, and most of the concentrating of described steel wire is distributed in the embedded part position that transition is connected with dop part.Because this position is the strength weak position connecting.
Claims (6)
1. build the method that rubbish is made rubbish building block and built the reinforced masonry of exempting from adhesive mortar, comprise the steps:
A. the building waste reclaiming is removed after impurity, is carried out fragmentation, screening, form coarse aggregate and fines,
B. by coarse aggregate 55-60 weight portion, fines 30-37 weight portion, cement 15-17 weight portion, stirs, and then mixes water, again stirs into wet feed,
C. wet feed is sent into and in brickmaking machine, be pressed into building block base substrate, this building block base substrate at least comprises that forward and backward side plate and left and right two end side panels are encircled into building block, building block is inner is the upper and lower cavity running through, the upper and lower end face of described left and right two end side panels is respectively equipped with connection breach corresponding to position, inside and outside this connection breach perforation cavity; This building block base substrate is also provided with the horizontal arrangement of reinforcement breach that runs through along its length left and right two end side panels,
D. maintenance,
E. make connector, water mud is produced as follows the connector of shape;
Embedded part in the middle of this connector comprises and the dop part of two symmetry, dop partial width is greater than embedded part; Described embedded part is rectangle, and described dop part is semicircle cylindricality; The face of cylinder of dop part is in outside, and the plane of dop part is connected with the end face of embedded part in inner side,
F. build by laying bricks or stones, build n >=1 in step by laying bricks or stones;
F1. the building block of splicing n layer joins end to end, adjacent block end bonding surface is without adhesive mortar, the distolateral plate upper surface of the Lower Half of the Embedded Division of above-mentioned connector being filled in to above-mentioned adjacent block connects in breach, two dop parts of connector lay respectively in the internal cavities of adjacent two building blocks, dop Lower Half is stuck in the edge that distolateral plate upper surface connects breach, by two adjacent n layer building block tensions; And then horizontal n layer arrangement of reinforcement is inserted in the surperficial arrangement of reinforcement breach of first floor building block;
F2. colligation arrangement of reinforcement,
In the time of n=1, in cavity, insert Vertical Reinforcement, and carry out colligation with the horizontal arrangement of reinforcement of n layer and fix; In the time of n >=2, horizontal n layer arrangement of reinforcement and Vertical Reinforcement are carried out to colligation;
F3. the building block of n+1 layer built by laying bricks or stones one by one on the n time building block, the bonding surface of two-layer building block is without mortar, the lower surface of the distolateral plate of n+1 layer building block connects the just first half installation of the Embedded Division to the connector in f1 of breach, the first half of dop is stuck in the edge of the connection breach of the lower surface of the distolateral plate of n+1 layer building block, by adjacent n+1 layer building block tension;
Repeat continuously f1, f2, f3 step, form multilayer and build body by laying bricks or stones,
G. in the cavity that mix concrete, and fluid concrete to multi-layer building block is communicated with up and down, become concrete vertical bar, by vibrating head vibration tamping, Concrete Filled is to the horizontal arrangement of reinforcement breach of each layer of building block;
H. curing concrete is to coagulation forming.
2. the method that building rubbish according to claim 1 is made rubbish building block and built the reinforced masonry of exempting from adhesive mortar, is characterized in that: step e is synchronizeed and carried out with step a-d.
3. the method that building rubbish according to claim 1 is made rubbish building block and built the reinforced masonry of exempting from adhesive mortar, it is characterized in that: described connector is cement prefab, described embedded part and dop partial interior embed has some diameter 0.1mm to 0.6mm, length 20mm is to the steel wire of 60mm, and steel wire is evenly distributed embedded part and dop part.
4. build the method that rubbish is made rubbish building block and built the reinforced masonry of exempting from adhesive mortar, comprise the steps:
A. the building waste reclaiming is removed after impurity, is carried out fragmentation, screening, form coarse aggregate and fines,
B. by coarse aggregate 40-60 weight portion, fines 20-30 weight portion, cement 4-10 weight portion, stirs, and then mixes water, again stirs into wet feed,
C. wet feed is sent into and in brickmaking machine, be pressed into building block base substrate, before this building block base substrate at least comprises, back side panel and a left side, right two end side panels and central dividing plate, the cavity of building block inside is divided into a left side by central dividing plate, right two parts, the thickness of described central dividing plate is the twice of two end side panels thickness, a described left side, right two end side panels upper, lower surface is respectively equipped with connection breach first corresponding to position, inside and outside this connection breach first perforation cavity, the upper and lower end face of described central dividing plate is also respectively equipped with connection breach second corresponding to position, connecting breach second is communicated with left, two cavitys,
D. maintenance,
E. make connector, water mud is produced as follows the connector of shape;
Embedded part in the middle of this connector comprises and the dop part of two symmetry, dop partial width is greater than embedded part; Described embedded part is rectangle, and described dop part is semicircle cylindricality; The face of cylinder of dop part is in outside, and the plane of dop part is connected with the end face of embedded part in inner side,
F. build by laying bricks or stones, build n >=1 in step by laying bricks or stones;
F1. the building block of splicing n layer joins end to end, adjacent block end bonding surface is without adhesive mortar, the Lower Half of the Embedded Division of above-mentioned connector is filled in the connection breach of the distolateral plate upper surface of above-mentioned adjacent block and the upper surface of central dividing plate, two dop parts of connector lay respectively in the internal cavities of building block, two n layer building block tensions that dop is adjacent; And then horizontal n layer arrangement of reinforcement is inserted in the surperficial arrangement of reinforcement breach of first floor building block;
F2. colligation arrangement of reinforcement,
In the time of n=1, in cavity, insert Vertical Reinforcement, and carry out colligation with the horizontal arrangement of reinforcement of n layer and fix; In the time of n >=2, horizontal n layer arrangement of reinforcement and Vertical Reinforcement are carried out to colligation;
F3. the building block of n+1 layer built by laying bricks or stones one by one on the n time building block, the bonding surface of two-layer building block is without mortar, the lower surface of the distolateral plate of n+1 layer building block connects breach just installs the upper surface of the central dividing plate of building block in n layer, and the first half that is positioned at the dop on n layer central dividing plate is embedded into the connection breach of the lower surface of the distolateral plate of the building block of n+1 layer; The connection breach of the lower surface of the central dividing plate of the n+1 layer building block just upper surface of the distolateral plate to n layer adjacent block is installed, and is positioned at the connection breach of the lower surface of the central dividing plate of the building block of the n+1 layer of the first half embedding of the dop of the distolateral plate upper surface of n layer adjacent block;
Repeat continuously f1, f2, f3 step, form multilayer and build body by laying bricks or stones,
G. in the cavity that fluid concrete to multi-layer building block is communicated with up and down, become concrete vertical bar, by vibrating head vibration tamping, Concrete Filled is to the horizontal arrangement of reinforcement breach of each layer of building block;
H. curing concrete is to coagulation forming.
5. the method that building rubbish according to claim 4 is made rubbish building block and built the reinforced masonry of exempting from adhesive mortar, is characterized in that: step e is synchronizeed and carried out with step a-d.
6. the method that building rubbish according to claim 4 is made rubbish building block and built the reinforced masonry of exempting from adhesive mortar, it is characterized in that: described connector is cement prefab, described embedded part and dop partial interior embed has some diameter 0.1mm to 0.6mm, length 20mm is to the steel wire of 60mm, and steel wire is evenly distributed embedded part and dop part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410150058.4A CN103883023B (en) | 2014-04-16 | 2014-04-16 | Building waste makes building block the method building the reinforced masonry exempting from adhesive mortar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410150058.4A CN103883023B (en) | 2014-04-16 | 2014-04-16 | Building waste makes building block the method building the reinforced masonry exempting from adhesive mortar |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103883023A true CN103883023A (en) | 2014-06-25 |
| CN103883023B CN103883023B (en) | 2016-07-27 |
Family
ID=50952122
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410150058.4A Active CN103883023B (en) | 2014-04-16 | 2014-04-16 | Building waste makes building block the method building the reinforced masonry exempting from adhesive mortar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103883023B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343159A (en) * | 2017-06-30 | 2018-07-31 | 许昌金科资源再生股份有限公司 | A kind of complete green assembled architecture technique |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1300337A (en) * | 1998-05-11 | 2001-06-20 | 因特洛克控股有限公司 | Improvements in or relating to building elements and methods in relation to same |
| CN2460627Y (en) * | 2000-04-17 | 2001-11-21 | 董栓英 | Environmental protection assembling building blocks |
| CN1410381A (en) * | 2001-09-22 | 2003-04-16 | 胡永忠 | Garbage building body and production method |
| CN101239804A (en) * | 2007-12-27 | 2008-08-13 | 北京恒业村科技有限公司 | Method for manufacturing building material from building garbage |
| CN101285330A (en) * | 2008-05-23 | 2008-10-15 | 上海德滨机械设备科技有限公司 | Environment protection type structure thermal insulation concrete block, masonry and method for anti-knock domestic architecture |
| CN201224941Y (en) * | 2008-06-20 | 2009-04-22 | 上海德滨机械设备科技有限公司 | Environment protection type structure thermal insulation concrete building block, masonry and anti-vibration residential building |
| CN202596008U (en) * | 2011-12-22 | 2012-12-12 | 许昌金科建筑清运有限公司 | Thermal insulation building block brick and thermal insulation wall |
| CN202755532U (en) * | 2012-06-19 | 2013-02-27 | 北京航天万源建筑工程有限责任公司 | Pull-lay combination building fabricated wall plate |
| CN102964093A (en) * | 2012-11-08 | 2013-03-13 | 沈阳理工大学 | Recycled concrete brick and preparation method thereof |
| CN103015558A (en) * | 2012-12-04 | 2013-04-03 | 北京工业大学 | Combined wall with connecting keys and waste brick masonries filled in regenerated concrete wall boards and fabrication method of combined wall |
| CN103343591A (en) * | 2013-07-19 | 2013-10-09 | 北京建筑工程学院 | Energy-saving sandwich composite renewable brick wall with self-bonding bricks and building method thereof. |
-
2014
- 2014-04-16 CN CN201410150058.4A patent/CN103883023B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1300337A (en) * | 1998-05-11 | 2001-06-20 | 因特洛克控股有限公司 | Improvements in or relating to building elements and methods in relation to same |
| CN2460627Y (en) * | 2000-04-17 | 2001-11-21 | 董栓英 | Environmental protection assembling building blocks |
| CN1410381A (en) * | 2001-09-22 | 2003-04-16 | 胡永忠 | Garbage building body and production method |
| CN101239804A (en) * | 2007-12-27 | 2008-08-13 | 北京恒业村科技有限公司 | Method for manufacturing building material from building garbage |
| CN101285330A (en) * | 2008-05-23 | 2008-10-15 | 上海德滨机械设备科技有限公司 | Environment protection type structure thermal insulation concrete block, masonry and method for anti-knock domestic architecture |
| CN201224941Y (en) * | 2008-06-20 | 2009-04-22 | 上海德滨机械设备科技有限公司 | Environment protection type structure thermal insulation concrete building block, masonry and anti-vibration residential building |
| CN202596008U (en) * | 2011-12-22 | 2012-12-12 | 许昌金科建筑清运有限公司 | Thermal insulation building block brick and thermal insulation wall |
| CN202755532U (en) * | 2012-06-19 | 2013-02-27 | 北京航天万源建筑工程有限责任公司 | Pull-lay combination building fabricated wall plate |
| CN102964093A (en) * | 2012-11-08 | 2013-03-13 | 沈阳理工大学 | Recycled concrete brick and preparation method thereof |
| CN103015558A (en) * | 2012-12-04 | 2013-04-03 | 北京工业大学 | Combined wall with connecting keys and waste brick masonries filled in regenerated concrete wall boards and fabrication method of combined wall |
| CN103343591A (en) * | 2013-07-19 | 2013-10-09 | 北京建筑工程学院 | Energy-saving sandwich composite renewable brick wall with self-bonding bricks and building method thereof. |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343159A (en) * | 2017-06-30 | 2018-07-31 | 许昌金科资源再生股份有限公司 | A kind of complete green assembled architecture technique |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103883023B (en) | 2016-07-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101787710B (en) | Integrally-assembled buttressed retaining wall and construction method thereof | |
| CN107974891B (en) | Municipal road assembling unit and construction method thereof | |
| CN103866670B (en) | Fabricated vehicle bearing pavement and construction method thereof | |
| CN106320706A (en) | Masonry-wall line-pipe, line-groove and line-box burying construction method | |
| CN101446078A (en) | Recycled aggregate highway sound insulation protective screen plate and manufacturing and installing method thereof | |
| CN109262811A (en) | It is fast to spell assembling-type precast laminated floor slab mold | |
| CN207273486U (en) | Build the mould of triangle stuff up a crack brick by laying bricks or stones for making | |
| CN112575886A (en) | Low-level and multi-level fully-prefabricated assembled concrete structure and design, production and installation method | |
| US20220234248A1 (en) | Solid waste large-mixing-amount concrete prefabricated laminated slab and preparation method thereof | |
| CN104389358B (en) | A kind of fire hydrant box back side body of wall and construction method thereof | |
| CN103046765B (en) | Construction process for continued application of air-raid shelter | |
| CN203768757U (en) | Novel assembled vehicle bearing pavement | |
| RU2725716C9 (en) | Method of erection of reinforced concrete wall on 3d-printer | |
| CN103883023B (en) | Building waste makes building block the method building the reinforced masonry exempting from adhesive mortar | |
| KR101339030B1 (en) | Hollowness light weight concrete panel using paper pipe and method for manufacturing thereof | |
| CN106545008A (en) | A kind of cast-in-situ bored pile pile making method | |
| CN205330078U (en) | Ground composite decoration board's structure of mating formation | |
| CN110804951A (en) | Construction method for side wall of arch bridge | |
| CN203891301U (en) | Connecting structure with two layers of four adjacent building blocks and reinforced masonry thereof | |
| CN104120815A (en) | Cast-in-place concrete sound absorption floor slab, sound absorption boxes and manufacturing method thereof | |
| CN103758122A (en) | Environment-friendly modular concrete tubular column and construction method thereof | |
| CN103953132A (en) | Novel construction method for concrete block masonry wall | |
| CN105297875A (en) | Construction method of integrated catchwater | |
| CN103255872A (en) | Hollow building block | |
| KR20170100776A (en) | Method for manufaturing pre-cast concrete panel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: The northern section of Xuchang city in Henan province Dongcheng District Wei Road 461000 Applicant after: XUCHANG JINKE RESOURCE RECYCLING CO., LTD. Address before: The northern section of Xuchang city in Henan province Dongcheng District Wei Road 461000 Applicant before: XuChang Jinke Architecture Cleaning and Transport Co., Ltd. |
|
| COR | Change of bibliographic data | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Method for using building waste to manufacture building blocks and building reinforced masonry without adhesive mortar Effective date of registration: 20180531 Granted publication date: 20160727 Pledgee: Bank of China Limited by Share Ltd Xuchang branch Pledgor: XUCHANG JINKE RESOURCE RECYCLING CO., LTD. Registration number: 2018410000010 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20190618 Granted publication date: 20160727 Pledgee: Bank of China Limited by Share Ltd Xuchang branch Pledgor: XUCHANG JINKE RESOURCE RECYCLING CO., LTD. Registration number: 2018410000010 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Method for using building waste to manufacture building blocks and building reinforced masonry without adhesive mortar Effective date of registration: 20190618 Granted publication date: 20160727 Pledgee: Bank of China Limited by Share Ltd Xuchang branch Pledgor: XUCHANG JINKE RESOURCE RECYCLING CO., LTD. Registration number: 2019990000580 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20200930 Granted publication date: 20160727 Pledgee: Bank of China Limited by Share Ltd. Xuchang branch Pledgor: XUCHANG JINKE RESOURCE RECYCLING Co.,Ltd. Registration number: 2019990000580 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: The method of making block with construction waste and constructing reinforced masonry without bond mortar Effective date of registration: 20201009 Granted publication date: 20160727 Pledgee: Bank of China Limited by Share Ltd. Xuchang branch Pledgor: XUCHANG JINKE RESOURCE RECYCLING Co.,Ltd. Registration number: Y2020980006648 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20210929 Granted publication date: 20160727 Pledgee: Bank of China Limited by Share Ltd. Xuchang branch Pledgor: XUCHANG JINKE RESOURCE RECYCLING Co.,Ltd. Registration number: Y2020980006648 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right |