CN107386517A - A kind of Shock-proof for building brick - Google Patents
A kind of Shock-proof for building brick Download PDFInfo
- Publication number
- CN107386517A CN107386517A CN201710657480.2A CN201710657480A CN107386517A CN 107386517 A CN107386517 A CN 107386517A CN 201710657480 A CN201710657480 A CN 201710657480A CN 107386517 A CN107386517 A CN 107386517A
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- China
- Prior art keywords
- reinforcement
- brick body
- straight
- building
- brick
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- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The present invention relates to a kind of Shock-proof for building brick, including brick body and reinforcement；Reinforcement has four, and each reinforcement is the I-shaped structure being inclined in brick body, and each reinforcement includes two straight-bars and a connecting rod；What two straight-bars of two reinforcements that each two reinforcement is formed in one group, same group intersected respectively is arranged on before and after brick body or on the relative side in left and right two, and the connecting rod of two reinforcements in same group is identical；The outside that the both ends of the straight-bar of all reinforcements pass brick body respective side forms pad.The Shockproof brick combines except cement, straight-bar of same group of two reinforcements is cross one another inside it is in before and after brick body or on the relative side in left and right two, there is the network structure that straight-bar is crossed-over inside the building wall that brick body is built into, the shock strength for building into building is substantially increased, ensures the life property safety of people.
Description
Technical field
The present invention relates to building field, and in particular to a kind of Shock-proof for building brick.
Background technology
Building brick is the matrix for building, and most building is to be built to form by corresponding brick body, therefore brick body
Between combine after intensity directly determine the anti-seismic performance of building.Common buildings are combined between laying bricks by cement, due to repairing
The anti-seismic performance of the building built up can only ensure that its anti-seismic performance is unable to reach most preferably, is meeting with ground by cement
During the natural calamities such as shake, breaking-up of easily collapsing, it is impossible to farthest reduce or avoid to lose.
The content of the invention
In summary, it is overcome the deficiencies in the prior art, the technical problems to be solved by the invention are to provide a kind of building
Shockproof brick.
The technical scheme that the present invention solves above-mentioned technical problem is as follows：A kind of Shock-proof for building brick, including brick body, in the brick
The reinforcement for making its building wall being built into form interlaced network structure is provided with vivo；
The reinforcement has four, and each reinforcement is the I-shaped structure being inclined in brick body, each
The individual reinforcement includes two straight-bars being parallel to each other and a connecting rod for connecting two straight-bars；Described in each two
Two straight-bars of two reinforcements that reinforcement is formed in one group, same group tilt being arranged on before and after brick body of intersection respectively
Or on the relative side in left and right two, and the connecting rod of two reinforcements in same group is identical；Add described in all
The outside that the both ends of the straight-bar of strengthening tendons pass brick body respective side forms pad, and two neighboring brick body removes cement
Also connected with reference to outside by pad corresponding to welding.
The beneficial effects of the invention are as follows：The Shockproof brick combines except cement, and same group of two reinforcement is straight inside it
Bar is cross one another to be in before and after brick body or on the relative side in left and right two, is had inside the building wall that brick body is built into straight
The network structure that bar is crossed-over, the shock strength for building into building is substantially increased, ensure the life of people
Property safety；It is the I-shaped structure being inclined in brick body additionally, due to reinforcement, i.e. straight-bar is internally formed in building wall
For tilt staggeredly network structure, the inclination interlock network structure compare horizontal vertical interlock network structure, its antidetonation
Intensity is bigger, can resist bigger earthquake.
On the basis of above-mentioned technical proposal, the present invention can also do following improvement：
Further, the straight-bar of all reinforcements is on the diagonal of brick body respective side.
It is using the above-mentioned further beneficial effect of scheme：Brick body is front and rear or the relative side in left and right two on, i.e. brick
One is respectively formed after the straight-bar connection of four sides of body and tilts network structure staggeredly, the network structure of four inclinations staggeredly will
One brick body is surrounded, and relative two network structures are connected by a connecting rod, and adjacent two network structures have
Two pads of identical, finally realize that reinforcement is internally formed a firm framework in the building wall that brick body is built into, can support
Imperial huge earthquake.
Further, the reinforcement is made up of reinforcing bar.
It is using the above-mentioned further beneficial effect of scheme：Ensure the intensity of reinforcement, so that it is guaranteed that building wall forms net
The anti-seismic performance of structure.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the structural representation of one of which reinforcement；
Fig. 3 is the structural representation of another set reinforcement.
Fig. 4 is the brick body schematic diagram of the reinforcement of positive I-shaped structure；
Fig. 5 is the brick body schematic diagram of the reinforcement of cross-shaped configuration.
In accompanying drawing, the list of parts representated by each label is as follows：
1st, brick body, 2, reinforcement, 3, upper and lower pad, 4, left and right pad, 5, straight-bar, 6, connecting rod.
Embodiment
The principle and feature of the present invention are described below in conjunction with accompanying drawing, the given examples are served only to explain the present invention, and
It is non-to be used to limit the scope of the present invention.
As shown in figure 1, a kind of Shock-proof for building brick, being provided with brick body 1 makes its building wall being built into form mutual friendship
The reinforcement 2 of wrong network structure, the reinforcement 2 are made up of reinforcing bar, and bar material can guarantee that the intensity of reinforcement 2, so as to
Ensure that building wall forms the anti-seismic performance of web frame.The reinforcement 2 has four, and each described reinforcement 2 is to be obliquely installed
I-shaped structure in brick body 1, each described reinforcement 2 includes two straight-bars 5 being parallel to each other and one straight by two
The connecting rod 6 that bar 5 connects.
As shown in Figures 2 and 3, the two of two reinforcements 2 that reinforcement 2 described in each two is formed in one group, same group
Root straight-bar 5 tilt being arranged on of intersecting respectively brick body 1 be front and rear or the relative side in left and right two on, and two in same group
The connecting rod 6 of the individual reinforcement 2 is identical；The both ends of the straight-bar 5 of all reinforcements 2 pass the corresponding side of brick body 1
The outside in face forms pad 4, and two neighboring brick body 1 is also connected except cement with reference in addition to by pad corresponding to welding 4
Pick up and.The straight-bar 5 of all reinforcements 2 is on the diagonal of the respective side of brick body 1.
The Shockproof brick combines except cement, and straight-bar 5 of same group of two reinforcements 2 is cross one another inside it is in brick
Before and after body 1 or on the relative side in left and right two, inside the building wall that brick body 1 is built into there is straight-bar 5 to be crossed-over
The network structure formed, the shock strength for building into building is substantially increased, ensure the life property safety of people；In addition by
It is the I-shaped structure being inclined in brick body 1 in reinforcement 2, i.e., straight-bar 5 interlocks what building wall was internally formed to tilt
Network structure, the inclination interlock network structure compared to horizontal vertical interlock for example positive I-shaped structure of network structure reinforcement
The structure that the reinforcement of muscle (shown in Fig. 4) or cross-shaped configuration is formed (shown in Fig. 5) in brick body, its shock strength is bigger, energy
Resist bigger earthquake.
As shown in figure 4, being provided with the reinforcement of positive I-shaped structure in brick body, the reinforcement of positive I-shaped structure builds brick body
Into building wall form web frame, the web frame is substantially horizontal reinforcement bar and vertical reinforcing rods are staggered to form, itself and the present invention
It is middle tilt staggeredly network structure i.e. be in tilted layout I-shaped structure compare have it is following the defects of：
(1) impulsive force/shearing force in horizontally or vertically direction is produced during general earthquake to building, thus it is horizontal
The network structure of vertical interlaced is easier to damage, and anti-seismic performance is weaker；And tilt network structure staggeredly and be easier to decompose buffering
To horizontally or vertically impulsive force/the shearing force in direction, anti-seismic performance are stronger caused by building in seismic process；
(2) corresponding reinforcing rod is consistent with the length, width and height of brick body in the reinforcement of positive I-shaped structure, and adds in the present invention
The corresponding reinforcing rod of strengthening tendons is all higher than the length, width and height of brick body, and for the reinforcement to brick body apart from longer, anti-seismic performance is stronger；
(3) network structure that the reinforcement of the positive I-shaped structure shown in Fig. 4 is formed, in the horizontal direction or vertical direction is equal
There is one, and two network structures are not connected；Before and after the brick body 1 or relative side in left and right two in the present invention
On, it is respectively formed one after the connection of straight-bar 5 of four sides of brick body 1 and tilts network structure staggeredly, four tilts net staggeredly
Network structure surrounds a brick body, and relative two network structures are connected by a connecting rod 6, adjacent two networks
Structure has two pads 4 of identical, finally realizes that reinforcement 2 is internally formed one in the building wall that brick body 1 is built into and consolidated
Framework, huge earthquake can be resisted.
Network structure staggeredly is tilted in the present invention compared with the structure that the reinforcement of cross-shaped configuration is formed, is likewise supplied with
Above-mentioned advantage.
The foregoing is only presently preferred embodiments of the present invention, be not intended to limit the invention, it is all the present invention spirit and
Within principle, any modification, equivalent substitution and improvements made etc., it should be included in the scope of the protection.
Claims (3)
1. a kind of Shock-proof for building brick, including brick body, it is characterised in that the building wall for being built into it is provided with brick body (1)
Form the reinforcement (2) of interlaced network structure；
The reinforcement (2) has four, and each described reinforcement (2) is the I-shaped structure being inclined in brick body (1),
Each described reinforcement (2) includes two straight-bars (5) being parallel to each other and a connection for connecting two straight-bars (5)
Bar (6)；Two straight-bars (5) point for two reinforcements (2) that reinforcement described in each two (2) is formed in one group, same group
What Qing Xie be do not intersected is arranged on before and after brick body (1) or on the relative side in left and right two, and described in two in same group
The connecting rod (6) of reinforcement (2) is identical；The both ends of the straight-bar (5) of all reinforcements (2) pass brick body (1) phase
The outside of side is answered to form pad (4), two neighboring brick body (1) also passes through weldering corresponding to welding except cement with reference in addition to
Contact (4) connects.
2. Shock-proof for building brick according to claim 2, it is characterised in that the straight-bar (5) of all reinforcements (2) is located
In on the diagonal of brick body (1) respective side.
3. Shock-proof for building brick according to claim 1 or 2, it is characterised in that the reinforcement (2) is made up of reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710657480.2A CN107386517A (en) | 2017-08-03 | 2017-08-03 | A kind of Shock-proof for building brick |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710657480.2A CN107386517A (en) | 2017-08-03 | 2017-08-03 | A kind of Shock-proof for building brick |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107386517A true CN107386517A (en) | 2017-11-24 |
Family
ID=60344178
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710657480.2A Pending CN107386517A (en) | 2017-08-03 | 2017-08-03 | A kind of Shock-proof for building brick |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107386517A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020108338A1 (en) * | 2001-02-13 | 2002-08-15 | Barnett Ronald E. | Apparatuses, methods and systems for reinforcing concrete panels using fiberglass reinforcing bars |
| UA58064C2 (en) * | 2002-09-04 | 2005-02-15 | Володимир Леонидович Сорочан | Three-dimensional covering block |
| CN2680760Y (en) * | 2004-01-20 | 2005-02-23 | 江义军 | Reinforced concrete hollow brick |
| JP2009062724A (en) * | 2007-09-06 | 2009-03-26 | Toray Ind Inc | Seismic strengthening unit and seismic strengthening structure using the same |
| CN103046559A (en) * | 2011-10-13 | 2013-04-17 | 王文斌 | Built-in steel reinforcement framework chain protection concrete block |
| CN204691052U (en) * | 2015-05-11 | 2015-10-07 | 南通市达欣工程股份有限公司 | Anti-seismic heat-preservation masonry |
| CN204826379U (en) * | 2015-08-20 | 2015-12-02 | 庄海冰 | Composite block |
| CN105672554A (en) * | 2016-01-06 | 2016-06-15 | 黑龙江建筑职业技术学院 | Building blocks produced by using pig blood environmentally friendly glue and straws as well as production method thereof |
-
2017
- 2017-08-03 CN CN201710657480.2A patent/CN107386517A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020108338A1 (en) * | 2001-02-13 | 2002-08-15 | Barnett Ronald E. | Apparatuses, methods and systems for reinforcing concrete panels using fiberglass reinforcing bars |
| UA58064C2 (en) * | 2002-09-04 | 2005-02-15 | Володимир Леонидович Сорочан | Three-dimensional covering block |
| CN2680760Y (en) * | 2004-01-20 | 2005-02-23 | 江义军 | Reinforced concrete hollow brick |
| JP2009062724A (en) * | 2007-09-06 | 2009-03-26 | Toray Ind Inc | Seismic strengthening unit and seismic strengthening structure using the same |
| CN103046559A (en) * | 2011-10-13 | 2013-04-17 | 王文斌 | Built-in steel reinforcement framework chain protection concrete block |
| CN204691052U (en) * | 2015-05-11 | 2015-10-07 | 南通市达欣工程股份有限公司 | Anti-seismic heat-preservation masonry |
| CN204826379U (en) * | 2015-08-20 | 2015-12-02 | 庄海冰 | Composite block |
| CN105672554A (en) * | 2016-01-06 | 2016-06-15 | 黑龙江建筑职业技术学院 | Building blocks produced by using pig blood environmentally friendly glue and straws as well as production method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171124 |