CN203891300U - Connection structure of three adjacent blocks for staggered-joint building and reinforced brickwork of blocks - Google Patents
Connection structure of three adjacent blocks for staggered-joint building and reinforced brickwork of blocks Download PDFInfo
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- CN203891300U CN203891300U CN201420181274.0U CN201420181274U CN203891300U CN 203891300 U CN203891300 U CN 203891300U CN 201420181274 U CN201420181274 U CN 201420181274U CN 203891300 U CN203891300 U CN 203891300U
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- 230000002787 reinforcement Effects 0.000 claims abstract description 36
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 20
- 239000000853 adhesive Substances 0.000 claims abstract description 11
- 230000001070 adhesive effect Effects 0.000 claims abstract description 11
- 239000004567 concrete Substances 0.000 claims abstract description 11
- 239000011449 brick Substances 0.000 claims description 20
- 238000006073 displacement reaction Methods 0.000 claims description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 239000004568 cement Substances 0.000 claims description 6
- 208000002925 dental caries Diseases 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 230000004523 agglutinating effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
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Abstract
The utility model provides a connection structure of three adjacent blocks for staggered-joint building and a reinforced brickwork of the blocks. The connection structure comprises three hollow blocks and a connecting piece, wherein the three hollow blocks are arranged into upper and lower two layers in such a manner that joints are staggered; the second connecting notch of the middle separator of one hollow block at the upper layer corresponds to the first connecting notches of two end plates, contact with each other, of the two hollow blocks at the lower layer in position and are combined into a combined notch having the shape matched with the shape of the connecting piece; the connecting piece is embedded in the combined notch so that the three hollow blocks are integrally connected together; the brickwork comprises a plurality of layers of hollow blocks built in such a manner that joints are staggered, and a plurality of connecting pieces, without adhesive mortar; the cavities in the hollow blocks are overlaid to form a vertical columnar space; a vertical reinforcement is arranged in the vertical columnar space and concrete is further poured in the columnar space. The connection structure and the reinforced brickwork have the advantages that the fixed connection between the adjacent blocks can be realized by use of the connecting pieces, no adhesive mortar is applied between the adjacent blocks, and the pouring of a core column can be poured immediately after reinforcing while building.
Description
Technical field
The utility model relates to the technical field of constructional materials, syndeton and the reinforced masonry thereof of adjacent three building blocks that particularly a kind of fissure of displacement is built by laying bricks or stones.
Background technology
Building-block and masonry thereof are applied more extensive in recent years, pass through on this basis the research of person skilled, have developed out again reinforced masonry, arrangement of reinforcement stem stem are set to increase the shock resistance of block masonry in reinforced masonry.Concrete small size hollow building block belongs to non-agglutinating property material, and it is the bulk forming through mechanical molding, maintenance after being mixed by a certain percentage by cementitious material, aggregate.It had both retained that traditional material loam brick is drawn materials extensively, easy construction, cheap feature, had again the feature that strength of reinforced concrete is high, ductility is good.Be to melt the new material that masonry and concrete performance are integrated, therefore, become rapidly the materials for wall that China gives priority to.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.
Utility model content
The purpose of this utility model is in order to address the above problem, and syndeton and the reinforced masonry thereof of adjacent three building blocks that a kind of fissure of displacement builds by laying bricks or stones is provided.
The technical solution of the utility model is: the syndeton of adjacent three building blocks that a kind of fissure of displacement is built by laying bricks or stones, is characterized in that: this syndeton comprises three building-blocks, and a connector, does not comprise adhesive mortar;
This building-block at least comprises forward and backward side plate and left and right two end side panels and central dividing plate, the cavity of building block inside is divided into left and right two parts by central dividing plate, it is characterized in that: the upper and lower end face of described left and right two end side panels 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, connects breach second and is communicated with left, two cavitys.
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;
Three described building-blocks divide the upper and lower two-layer fissure of displacement to arrange, the connection breach first position of the two end plates contacting of two building-blocks of the connection breach second of the central dividing plate of the building-block in upper strata and lower floor is corresponding and be combined into the combination breach of shape and described connector form fit, described connector is embedded in combination breach, and three building-blocks are linked into an integrated entity.
Described connection breach first and second are rectangle breach, and connection breach first is positioned at the center of the upper and lower end face of left and right two end side panels, and connection breach second is positioned at the center of the upper and lower end face of central dividing plate.
The thickness of described central dividing plate is the twice of two end side panels thickness.
This building block is also provided with the horizontal arrangement of reinforcement breach that runs through along its length left and right two end side panels.
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.
One is exempted from mortar reinforced masonry, comprises that some faults stitch the building-block of building by laying bricks or stones, and several connectors, do not comprise adhesive mortar, it is characterized in that:
This building-block at least comprises forward and backward side plate and left and right two end side panels and central dividing plate, the cavity of building block inside is divided into left and right two parts by central dividing plate, it is characterized in that: the upper and lower end face of described left and right two end side panels 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, connects breach second and is communicated with left, two cavitys.
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;
Three building-blocks at described each seam anyhow place divide the upper and lower two-layer fissure of displacement to arrange, the connection breach first position of the two end plates contacting of two building-blocks of the connection breach second of the central dividing plate of the building-block in upper strata and lower floor is corresponding and be combined into the combination breach of shape and described connector form fit, described connector is embedded in combination breach, and three building-blocks are linked into an integrated entity;
Cavity in described building-block stacks and forms vertical cylindrical space, in this cylindrical space, is provided with Vertical Reinforcement, is also cast with concrete in this cylindrical space.
Described connection breach first and second are rectangle breach, and connection breach first is positioned at the center of the upper and lower end face of left and right two end side panels, and connection breach second is positioned at the center of the upper and lower end face of central dividing plate.
The thickness of described central dividing plate is the twice of two end side panels thickness.
Described each building-block is also provided with the horizontal arrangement of reinforcement breach that runs through along its length left and right two end side panels, the horizontal arrangement of reinforcement gap position correspondence of every layer of each building-block is also provided with horizontal arrangement of reinforcement, laterally arrangement of reinforcement runs through the horizontal arrangement of reinforcement breach of each building-block, and Concrete Filled removes other spaces that horizontal arrangement of reinforcement takies in horizontal arrangement of reinforcement breach.
Described 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.
The beneficial effects of the utility model
Syndeton and the reinforced masonry thereof of adjacent three building blocks that this fissure of displacement is built by laying bricks or stones, connect by special connector, can realize being fixedly connected with between adjacent building block, 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, after arrangement of reinforcement, can carry out immediately the cast of stem stem building by laying bricks or stones simultaneously, improve the speed of application of reinforced masonry.
Brief description of the drawings
Fig. 1 is the main TV structure schematic diagram of syndeton of this fissure of displacement adjacent three building blocks of building by laying bricks or stones;
Fig. 2 is the A-A cross-sectional view of Fig. 1;
Fig. 3 is the B-B cross-sectional view of Fig. 2;
Fig. 4 is the syndeton perspective view of this fissure of displacement adjacent three building blocks of building by laying bricks or stones;
Fig. 5 is the perspective view that these two building blocks connect;
Fig. 6 is one of perspective view of this building-block;
Fig. 7 be this building-block perspective view two;
Fig. 8 is the main TV structure schematic diagram of connector;
Fig. 9 is the cross-sectional view of overlooking of Fig. 8;
Figure 10 is the perspective view of connector;
Figure 11 is this perspective view of exempting from mortar reinforced masonry;
In figure, 1. the 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. connect breach, 5. central dividing plate, 6. laterally arrangement of reinforcement breach, 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.
Detailed description of the invention
Embodiment mono-: referring to Fig. 1-8, Figure 10, the syndeton of adjacent three building blocks that in figure, a kind of fissure of displacement is built by laying bricks or stones, is characterized in that: this syndeton comprises three building-blocks, a connector, does not comprise adhesive mortar;
This building-block at least comprises forward and backward side plate and left and right two end side panels and central dividing plate, the cavity of building block inside is divided into left and right two parts by central dividing plate, it is characterized in that: the upper and lower end face of described left and right two end side panels 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, connects breach second and is communicated with left, two cavitys.
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;
Three described building-blocks divide the upper and lower two-layer fissure of displacement to arrange, the connection breach first position of the two end plates contacting of two building-blocks of the connection breach second of the central dividing plate of the building-block in upper strata and lower floor is corresponding and be combined into the combination breach of shape and described connector form fit, described connector is embedded in combination breach, and three building-blocks are linked into an integrated entity.
Described connection breach first and second are rectangle breach, and connection breach first is positioned at the center of the upper and lower end face of left and right two end side panels, and connection breach second is positioned at the center of the upper and lower end face of central dividing plate.
The thickness of described central dividing plate is the twice of two end side panels thickness.
This building block is also provided with the horizontal arrangement of reinforcement breach that runs through along its length left and right two end side panels.
Referring to Fig. 9, connector described in this embodiment 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, 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. 6-8,10-11, in figure, one is exempted from mortar reinforced masonry, comprises that some faults stitch the building-block of building by laying bricks or stones, and several connectors, do not comprise adhesive mortar, it is characterized in that:
This building-block at least comprises forward and backward side plate and left and right two end side panels and central dividing plate, the cavity of building block inside is divided into left and right two parts by central dividing plate, it is characterized in that: the upper and lower end face of described left and right two end side panels 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, connects breach second and is communicated with left, two cavitys.
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;
Three building-blocks at described each seam anyhow place divide the upper and lower two-layer fissure of displacement to arrange, the connection breach first position of the two end plates contacting of two building-blocks of the connection breach second of the central dividing plate of the building-block in upper strata and lower floor is corresponding and be combined into the combination breach of shape and described connector form fit, described connector is embedded in combination breach, and three building-blocks are linked into an integrated entity;
Cavity in described building-block stacks and forms vertical cylindrical space, in this cylindrical space, is provided with Vertical Reinforcement, is also cast with concrete in this cylindrical space.
Described connection breach first and second are rectangle breach, and connection breach first is positioned at the center of the upper and lower end face of left and right two end side panels, and connection breach second is positioned at the center of the upper and lower end face of central dividing plate.
The thickness of described central dividing plate is the twice of two end side panels thickness.
Described each building-block is also provided with the horizontal arrangement of reinforcement breach that runs through along its length left and right two end side panels, the horizontal arrangement of reinforcement gap position correspondence of every layer of each building-block is also provided with horizontal arrangement of reinforcement, laterally arrangement of reinforcement runs through the horizontal arrangement of reinforcement breach of each building-block, and Concrete Filled removes other spaces that horizontal arrangement of reinforcement takies in horizontal arrangement of reinforcement breach.Laterally arrangement of reinforcement and Vertical Reinforcement infall need colligation.
Referring to Fig. 9, connector described in this embodiment 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, 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 (10)
1. a syndeton for adjacent three building blocks that the fissure of displacement is built by laying bricks or stones, is characterized in that: this syndeton comprises three building-blocks, and a connector, does not comprise adhesive mortar;
This building-block at least comprises forward and backward side plate and left and right two end side panels and central dividing plate, the cavity of building block inside is divided into left and right two parts by central dividing plate, it is characterized in that: the upper and lower end face of described left and right two end side panels 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, connects breach second and is communicated with left, two cavitys;
?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;
Three described building-blocks divide the upper and lower two-layer fissure of displacement to arrange, the connection breach first position of the two end plates contacting of two building-blocks of the connection breach second of the central dividing plate of the building-block in upper strata and lower floor is corresponding and be combined into the combination breach of shape and described connector form fit, described connector is embedded in combination breach, and three building-blocks are linked into an integrated entity.
2. the syndeton of adjacent three building blocks that the fissure of displacement according to claim 1 is built by laying bricks or stones, it is characterized in that: described connection breach first and second are rectangle breach, connect the center that breach first is positioned at the upper and lower end face of left and right two end side panels, connection breach second is positioned at the center of the upper and lower end face of central dividing plate.
3. the syndeton of adjacent three building blocks that the fissure of displacement according to claim 1 is built by laying bricks or stones, is characterized in that: the thickness of described central dividing plate is the twice of two end side panels thickness.
4. the syndeton of adjacent three building blocks that the fissure of displacement according to claim 1 is built by laying bricks or stones, is characterized in that: this building block is also provided with the horizontal arrangement of reinforcement breach that runs through along its length left and right two end side panels.
5. the syndeton of adjacent three building blocks that the fissure of displacement according to claim 1 is built by laying bricks or stones, 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.
6. exempt from a mortar reinforced masonry, comprise that some faults stitch the building-block of building by laying bricks or stones, several connectors, do not comprise adhesive mortar, it is characterized in that:
This building-block at least comprises forward and backward side plate and left and right two end side panels and central dividing plate, the cavity of building block inside is divided into left and right two parts by central dividing plate, it is characterized in that: the upper and lower end face of described left and right two end side panels 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, connects breach second and is communicated with left, two cavitys;
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;
Three building-blocks at described each seam anyhow place divide the upper and lower two-layer fissure of displacement to arrange, the connection breach first position of the two end plates contacting of two building-blocks of the connection breach second of the central dividing plate of the building-block in upper strata and lower floor is corresponding and be combined into the combination breach of shape and described connector form fit, described connector is embedded in combination breach, and three building-blocks are linked into an integrated entity;
Cavity in described building-block stacks and forms vertical cylindrical space, in this cylindrical space, is provided with Vertical Reinforcement, is also cast with concrete in this cylindrical space.
7. the mortar reinforced masonry of exempting from according to claim 6, it is characterized in that: described connection breach first and second are rectangle breach, connect the center that breach first is positioned at the upper and lower end face of left and right two end side panels, connection breach second is positioned at the center of the upper and lower end face of central dividing plate.
8. the mortar reinforced masonry of exempting from according to claim 6, is characterized in that: the thickness of described central dividing plate is the twice of two end side panels thickness.
9. the mortar reinforced masonry of exempting from according to claim 6, it is characterized in that: described each building-block is also provided with the horizontal arrangement of reinforcement breach that runs through along its length left and right two end side panels, the horizontal arrangement of reinforcement gap position correspondence of every layer of each building-block is also provided with horizontal arrangement of reinforcement, laterally arrangement of reinforcement runs through the horizontal arrangement of reinforcement breach of each building-block, and Concrete Filled removes other spaces that horizontal arrangement of reinforcement takies in horizontal arrangement of reinforcement breach.
10. the mortar reinforced masonry of exempting from according to claim 6, it is characterized in that: described 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 |
|---|---|---|---|
| CN201420181274.0U CN203891300U (en) | 2014-04-16 | 2014-04-16 | Connection structure of three adjacent blocks for staggered-joint building and reinforced brickwork of blocks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420181274.0U CN203891300U (en) | 2014-04-16 | 2014-04-16 | Connection structure of three adjacent blocks for staggered-joint building and reinforced brickwork of blocks |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203891300U true CN203891300U (en) | 2014-10-22 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420181274.0U Expired - Lifetime CN203891300U (en) | 2014-04-16 | 2014-04-16 | Connection structure of three adjacent blocks for staggered-joint building and reinforced brickwork of blocks |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203891300U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103899029A (en) * | 2014-04-16 | 2014-07-02 | 许昌金科建筑清运有限公司 | Connecting structure of adjacent three building blocks in break joint masonry and reinforced masonry of connecting structure |
-
2014
- 2014-04-16 CN CN201420181274.0U patent/CN203891300U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103899029A (en) * | 2014-04-16 | 2014-07-02 | 许昌金科建筑清运有限公司 | Connecting structure of adjacent three building blocks in break joint masonry and reinforced masonry of connecting structure |
| CN103899029B (en) * | 2014-04-16 | 2017-01-18 | 许昌金科资源再生股份有限公司 | Connecting structure of adjacent three building blocks in break joint masonry and reinforced masonry of connecting structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: The northern section of Xuchang city in Henan province Dongcheng District Wei Road 461000 Patentee after: XUCHANG JINKE RESOURCE RECYCLING CO., LTD. Address before: The northern section of Xuchang city in Henan province Dongcheng District Wei Road 461000 Patentee before: XuChang Jinke Architecture Cleaning and Transport Co., Ltd. |