CN202644811U - Shockproof tenon gripping level-built wall corner brick - Google Patents
Shockproof tenon gripping level-built wall corner brick Download PDFInfo
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- CN202644811U CN202644811U CN 201220192842 CN201220192842U CN202644811U CN 202644811 U CN202644811 U CN 202644811U CN 201220192842 CN201220192842 CN 201220192842 CN 201220192842 U CN201220192842 U CN 201220192842U CN 202644811 U CN202644811 U CN 202644811U
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- tenon
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- interface
- wall
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Abstract
A shockproof tenon gripping level-built wall corner brick comprises a crosswise external face, a lengthwise external face, a crosswise butt face, a lengthwise butt face and a stacking end face. Protruding tenons or tenon concave pits are arranged on the crosswise butt face and the lengthwise butt face, and material saving holes are arranged on the stacking end face. The Shockproof tenon meshing level-built wall corner brick can be used with a shockproof tenon gripping level-built connecting brick and forms a vertical corner, and the shockproof tenon gripping level-built wall corner brick and the shockproof tenon gripping level-built connecting brick are gripped with each other and form the corner. Single layer bricks of the wall surface and single layer bricks of the corner are connected to a whole through a mutual insertion matching gripping-joint structure of the protruding tenons and the tenon concave pits, each layer of bricks are also solidified by cement mortar and meshed to a whole through the material saving holes on the stacking end face of a brick body, and therefore the whole wall is solid and strong in shock resistance capacity and can bear a shock of a seven-degree earthquake. The shockproof tenon gripping level-built wall corner brick improves the shock resistance capacity of a house greatly, and compared with an existing common brick, the connection gripping strength of the shockproof tenon gripping level-built wall corner brick can be raised by over 60 percent, and the shock resistance capacity of the wall can be raised by 1 to 3 times.
Description
Technical field
The utility model relates to a kind of building brick.
Background technology
Up to the present, people can't carry out accurate forecast to earthquake, and earthquake is still a kind of natural calamity that can cause to people's lives and properties huge injury.People can not forget the disaster that Tangshan Earthquake, Sichuan violent earthquake, Haiti violent earthquake, the Japanese violent earthquake of China bring to people, people are whenever referring to ten fears of earthquake, especially at dead of night earthquake occurrence, because people are in the phase of sleeping soundly, in case casualties and property loss that the generation earthquake causes are larger.How to reduce earthquake to people's injury, most basic is the fastness that relies on the house.Existing building structure mainly contains three kinds of brick structure, brick mix structure and frame constructions, and wherein, the fastness of brick structure is the poorest, and the fastness of frame construction is best.Even if frame construction is bound masonry walls also, masonry walls collapses and understands equally the causing death in earthquake.And existing masonry walls all is to build folded forming with common cuboid brick band mortar, although interlaced bond between the brick layer, masonry walls can born very large impact force along the metope direction, but perpendicular to the shock-resistant ability on the metope direction a little less than, masonry walls is held and is collapsed very much when the transmission direction of seismic wave is vertical with metope, because at the width of masonry walls, do not have occlusion structure between brick and the brick, in case be subject to impact force will be just easily loosening and refute from, and then collapse.Want to improve the firmness of masonry walls, require masonry walls all to want the power that to withstand shocks in three directions, make whole masonry walls form whole occlusion structure, thereby improve the shock resistance of masonry walls.
The applicant has designed the flat connection brick of building of a kind of shockproof tenon interlock for this reason, it comprises interface, bond end face and side, be provided with the protrusion tenon at any interface, be provided with at another interface and hold the tenon pit that protrudes tenon, the shape of tenon pit, size and the shape of protruding tenon and big or small corresponding, when the protrusion tenon of a brick inserts in the tenon pit of another piece brick, the interface surrounding alignment of two bricks.
Though this brick can be used for flat the block, also need to locate the flat angle brick of building a wall of a kind of shockproof tenon interlock to be used in conjunction with it to the corner.
The utility model content:
The purpose of this utility model provides the flat angle brick of building a wall of a kind of shockproof tenon interlock.
The technical scheme that the utility model is taked is:
The flat angle brick of building a wall of a kind of shockproof tenon interlock comprises horizontal exposed face, vertical exposed face, horizontal interface, vertical interface and bond end face, it is characterized in that: be provided with protrusion tenon or tenon pit at horizontal interface and vertical interface.
Embodiment one is equipped with the protrusion tenon at horizontal interface and vertical interface.
Embodiment two is equipped with the tenon pit at horizontal interface and vertical interface.
Embodiment three is provided with the protrusion tenon at horizontal interface, is provided with the tenon pit at vertical interface.
Embodiment four is provided with the tenon pit at horizontal interface, is provided with the protrusion tenon at vertical interface.
Further, the width of the horizontal interface of the flat angle brick of building a wall of described shockproof tenon interlock is 2 times of the width of vertical interface, is arranged on the protrusion tenon of vertical interface or the centre that the tenon pit is positioned at vertical interface; Be arranged on the protrusion tenon of horizontal interface or tenon pit and be positioned at horizontal interface near half centre of horizontal exposed face.
Further, the shape of cross section of described protrusion tenon and tenon pit is rectangle, square, isosceles trapezoid or semicircle.
Further, the width that protrudes tenon or tenon pit is 1/3～2/3 of vertical interface width, and protruding the tenon extension elongation is 5～50 millimeters.
Further, be provided with joint material hole at the bond end face.
There has been the flat angle brick of building a wall of this shockproof tenon interlock just can be connected brick configuration use with the flat block of shockproof tenon interlock and formed vertical corner, body of wall cooperates snap in construction with the flat connection brick of building of shockproof tenon interlock by the mutual insertion of protruding tenon and tenon pit, whole like this sidewalls will be bited into one mutually, the corner is connected the mutual interlock of brick by the flat angle brick of building a wall of shockproof tenon interlock with the flat block of shockproof tenon interlock and forms, all be connected mutual insertion with the tenon pit to cooperate snap in construction to connect in aggregates by protruding tenon between the Of One-Story Brick in metope and corner, be bited into one by the material reducing hole on the brick body bond end face by cement mortar solidification again between every layer of wall brick, the framework of building body of wall of building with the utility model is bited into one mutually, wall is firmly whole, strong shock resistance can bear the concussion of seven grades of earthquakes.Greatly improved the earthquake-resistant building ability, compared its keying strength that is connected with existing common fragment of brick and can improve more than 60%, the impact resistance of wall improves 1～3 times.
Description of drawings:
Fig. 1 is for being equipped with the structural representation that protrudes tenon at horizontal interface and vertical interface;
Fig. 2 is for being equipped with the structural representation of tenon pit at horizontal interface and vertical interface;
Fig. 3 is provided with the structural representation of tenon pit for being provided with the protrusion tenon at horizontal interface at vertical interface;
Fig. 4 is provided with the structural representation that protrudes tenon for being provided with the tenon pit at horizontal interface at vertical interface;
Fig. 5 is the flat structural representation that connects brick of building of shockproof tenon interlock;
Fig. 6 is the utility model and the flat top view that is connected after brick connects of building of shockproof tenon interlock;
Among the figure, the horizontal exposed face of 1-; The vertical exposed face of 2-; The horizontal interface of 3-; The vertical interface of 4-; 5-bond end face; 6-protrudes tenon; 7-tenon pit.
The specific embodiment
Below in conjunction with the description of drawings specific embodiment of the present utility model:
Embodiment 1: the flat angle brick of building a wall of a kind of shockproof tenon interlock, as shown in Figure 1, it comprises horizontal exposed face 1, vertical exposed face 2, horizontal interface 3, vertical interface 4 and bond end face 5, be equipped with protrusion tenon 6 at horizontal interface 3 and vertical interface 4, laterally the width of interface 3 is 2 times of the width of vertical interface 4, is arranged on the centre that protrusion tenon 6 on vertical interface 4 is positioned at vertical interface 4; The center line that is arranged on the protrusion tenon 6 on the horizontal interface 3 is positioned at horizontal interface 3 near half centre of horizontal exposed face 1, described protrusion tenon 6 is identical with the flat tenon pit 7 of building on the connection brick of shockproof tenon interlock, the shape of cross section of described protrusion tenon 6 and tenon pit 7 is rectangle, the width that protrudes tenon 6 is 1/3～2/3 of vertical interface 4 width, and protruding tenon 6 extension elongations is 20 millimeters.
Embodiment 2: the flat angle brick of building a wall of a kind of shockproof tenon interlock, as shown in Figure 2, it comprises horizontal exposed face 1, vertical exposed face 2, horizontal interface 3, vertical interface 4 and bond end face 5, be equipped with tenon pit 7 at horizontal interface 3 and vertical interface 4, laterally the width of interface 3 is 2 times of the width of vertical interface 4, is arranged on the centre that tenon pit 7 on vertical interface 4 is positioned at vertical interface 4; The center line that is arranged on the tenon pit 7 on the horizontal interface 3 is positioned at horizontal interface 3 near half centre of horizontal exposed face 1, described tenon pit 7 is identical with the flat protrusion tenon 6 of building on the connection brick of shockproof tenon interlock, the shape of cross section of described tenon pit 7 is rectangle, the width of tenon pit 7 is 1/3～2/3 of vertical interface 4 width, and tenon pit 7 degree of depth are 20 millimeters.
Embodiment 3: the flat angle brick of building a wall of a kind of shockproof tenon interlock, as shown in Figure 3, it comprises horizontal exposed face 1, vertical exposed face 2, horizontal interface 3, vertical interface 4 and bond end face 5, be provided with protrusion tenon 6 at horizontal interface 3, be provided with tenon pit 7 at vertical interface 4, tenon pit 7 is positioned at the centre of vertical interface 4, laterally the width of interface 3 is 2 times of the width of vertical interface 4, the center line that protrudes tenon 6 is positioned on the horizontal interface 3 near half centre of horizontal exposed face 1, described tenon pit 7 is identical with protrusion tenon 6, tenon pit 7 is rectangle with the shape of cross section that protrudes tenon 6, the width of tenon pit 7 is 1/3～2/3 of vertical interface 4 width, tenon pit 7 degree of depth are 20 millimeters, and the extension elongation of protruding tenon 6 is 20 millimeters.
Embodiment 4: the flat angle brick of building a wall of a kind of shockproof tenon interlock, as shown in Figure 4, it comprises horizontal exposed face 1, vertical exposed face 2, horizontal interface 3, vertical interface 4 and bond end face 5, be provided with tenon pit 7 at horizontal interface 3, be provided with protrusion tenon 6 at vertical interface 4, protrusion tenon 6 is positioned at the centre of vertical interface 4, laterally the width of interface 3 is 2 times of the width of vertical interface 4, the center line of tenon pit 7 is positioned on the horizontal interface 3 near half centre of horizontal exposed face 1, described tenon pit 7 is identical with protrusion tenon 6, tenon pit 7 is rectangle with the shape of cross section that protrudes tenon 6, the width that protrudes tenon 6 is 1/3～2/3 of vertical interface 4 width, tenon pit 7 degree of depth are 20 millimeters, and the extension elongation of protruding tenon 6 is 20 millimeters.
Embodiment of the present utility model is a lot, and the shape of cross section that for example protrudes tenon 6 and tenon pit 7 can also be selected isosceles trapezoid, square or semicircle; The degree of depth of tenon pit 7 is 1/3～1 of block thickness; Be provided with joint material hole at bond end face 5.No matter how it to change, if between the fragment of brick by functional structures such as interlock mode all belonging to of connecting are of the present utility model, therefore all belong to protection domain of the present utility model.
Claims (9)
1. the angle brick of building a wall is put down in a shockproof tenon interlock, comprise horizontal exposed face (1), vertical exposed face (2), horizontal interface (3), vertical interface (4) and bond end face (5), it is characterized in that: be provided with protrusion tenon (6) or tenon pit (7) at horizontal interface (3) and vertical interface (4).
2. the angle brick of building a wall is put down in described shockproof tenon interlock according to claim 1, it is characterized in that: be equipped with protrusion tenon (6) at horizontal interface (3) and vertical interface (4).
3. the angle brick of building a wall is put down in described shockproof tenon interlock according to claim 1, it is characterized in that: be equipped with tenon pit (7) at horizontal interface (3) and vertical interface (4).
4. the angle brick of building a wall is put down in described shockproof tenon interlock according to claim 1, it is characterized in that: be provided with at horizontal interface (3) and protrude tenon (6), be provided with tenon pit (7) at vertical interface (4).
5. the angle brick of building a wall is put down in described shockproof tenon interlock according to claim 1, it is characterized in that: be provided with tenon pit (7) at horizontal interface (3), be provided with at vertical interface (4) and protrude tenon (6).
6. the angle brick of building a wall is put down in described shockproof tenon interlock according to claim 1, it is characterized in that: the width of the horizontal interface (3) of the flat angle brick of building a wall of described shockproof tenon interlock is 2 times of the width of vertical interface (4), is arranged on the protrusion tenon (6) of vertical interface (4) or the centre that tenon pit (7) is positioned at vertical interface (4); Be arranged on the protrusion tenon (6) of horizontal interface (3) or tenon pit (7) and be positioned at horizontal interface (3) near half centre of horizontal exposed face (1).
7. the angle brick of building a wall is put down in described shockproof tenon interlock according to claim 1, and it is characterized in that: the shape of cross section of described protrusion tenon (6) and tenon pit (7) is rectangle, square, isosceles trapezoid or semicircle.
8. the angle brick of building a wall is put down in described shockproof tenon interlock according to claim 1, it is characterized in that: the width that protrudes tenon (6) or tenon pit (7) is 1/3～2/3 of vertical interface (4) width, and protruding tenon (6) extension elongation is 5～50 millimeters.
9. the angle brick of building a wall is put down in described shockproof tenon interlock according to claim 1, it is characterized in that: be provided with joint material hole at bond end face (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220192842 CN202644811U (en) | 2012-04-28 | 2012-04-28 | Shockproof tenon gripping level-built wall corner brick |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220192842 CN202644811U (en) | 2012-04-28 | 2012-04-28 | Shockproof tenon gripping level-built wall corner brick |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202644811U true CN202644811U (en) | 2013-01-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220192842 Expired - Fee Related CN202644811U (en) | 2012-04-28 | 2012-04-28 | Shockproof tenon gripping level-built wall corner brick |
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| Country | Link |
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| CN (1) | CN202644811U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178498A (en) * | 2015-08-26 | 2015-12-23 | 郑州航空工业管理学院 | Groove built-in building block and damp filling wall containing building blocks |
-
2012
- 2012-04-28 CN CN 201220192842 patent/CN202644811U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178498A (en) * | 2015-08-26 | 2015-12-23 | 郑州航空工业管理学院 | Groove built-in building block and damp filling wall containing building blocks |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130102 Termination date: 20140428 |