CN211472936U - Anti-seismic wall - Google Patents
Anti-seismic wall Download PDFInfo
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- CN211472936U CN211472936U CN201922033767.5U CN201922033767U CN211472936U CN 211472936 U CN211472936 U CN 211472936U CN 201922033767 U CN201922033767 U CN 201922033767U CN 211472936 U CN211472936 U CN 211472936U
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- gypsum
- wall body
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- cardboard
- wall
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Abstract
The utility model discloses an antidetonation wall body, its technical scheme main points are: the utility model provides an antidetonation wall body, is including reinforced concrete ring beam, the wall body of setting between reinforced concrete ring beam, and the wall body is piled up by the gypsum block that is equipped with glass fiber and is formed, and the both sides of wall body are equipped with geogrid, and the one end of gypsum block is equipped with the dovetail, and the other end of gypsum block is equipped with the forked tail arch, is equipped with the fixture block on the gypsum block, fixture block and adjacent two-layer gypsum block joint. The utility model discloses an anti-seismic wall body has high strength, high tenacity, light to reach good shock resistance.
Description
Technical Field
The utility model relates to a building field, more specifically say, it relates to an anti-seismic wall body.
Background
Earthquake is a natural phenomenon that earthquake waves are generated during the process of quickly releasing energy from the earth crust, and can cause great damage to the life and property of people. After the occurrence of earthquake in Tangshan, China begins to pay attention to the earthquake resistance of buildings, 1994, the state of State Council, and the important areas of earthquake resistance, the buildings need to be fortified according to the capability of resisting 6-grade earthquake and the capability of resisting earthquake damage intensity to 8 degrees. So far, few researches on anti-seismic partition wall materials in China are carried out, no special anti-seismic wall material reports exist, and the researches on the anti-seismic performance of the frame structure wall are less, so that the method is a defect in the anti-seismic building research. According to the research results of earthquake-resistant building materials at home and abroad, the earthquake resistance of the building wall material mainly depends on the strength, toughness and weight of the wall material, and only the wall material with high strength, high toughness and light weight has good earthquake resistance.
In order to solve the problems, the anti-seismic wall disclosed in the Chinese patent with the publication number of CN205189167U comprises an anti-seismic wall, wherein the anti-seismic wall is arranged between the upper part and the lower part of a reinforced concrete ring beam and mainly comprises a gypsum masonry, a tearing film, an adhesive, an inner gypsum coating, a geogrid and an outer gypsum coating; alkali-resistant glass fiber is arranged in the gypsum masonry; the gypsum masonry is more than two layers, and a tearing film and an adhesive are arranged between layers of the gypsum masonry; the inner gypsum plaster layer is arranged on the outer surface layer of the gypsum masonry; the geogrid is arranged between the inner gypsum smearing layer and the outer gypsum smearing layer; the outer gypsum smearing layer is arranged on the outer surface layer of the geogrid. According to the scheme, the tearing film is arranged to improve the tensile strength, and the geogrid is designed to prevent the wall from cracking.
A new solution is proposed to solve this problem.
SUMMERY OF THE UTILITY MODEL
The not enough of the anti-seismic wall body research that exists to prior art leads to not enough to current antidetonation wall body material's lack, the utility model aims to provide a have high strength, high tenacity, light to reach a seismic wall body of good shock resistance.
The above technical purpose of the present invention can be achieved by the following technical solutions: the utility model provides an antidetonation wall body, includes reinforced concrete ring beam, sets up the wall body between reinforced concrete ring beam, the wall body is piled up by the gypsum block that is equipped with glass fiber and forms, the both sides of wall body are equipped with geogrid, the one end of gypsum block is equipped with the dovetail, the other end of gypsum block is equipped with the forked tail arch, be equipped with the fixture block on the gypsum block, fixture block and adjacent two-layer gypsum block joint.
By adopting the technical scheme, the wall comprises the reinforced concrete ring beams which are arranged up and down, the wall body is arranged between the reinforced concrete ring beams and is formed by piling the gypsum blocks with the glass fibers, the gypsum blocks added with the glass fibers have higher strength and are not easy to crack, and the gypsum blocks are low-carbon and environment-friendly and do no harm to human bodies; the geogrids are arranged on two sides of the wall body, can prevent the wall body from cracking, and can prevent fragments from falling off after the wall body cracks; one end of each gypsum block is provided with a dovetail groove, the other end of each gypsum block is provided with a dovetail protrusion, and the gypsum blocks in the same layer are connected through the matching of the dovetail grooves and the dovetail protrusions, so that the gypsum blocks in the same layer form a whole, and the wall body is not easy to crack from the connection part of the gypsum blocks in the same layer; be equipped with the fixture block on the gypsum block, the fixture block is in the same place adjacent two-layer gypsum block joint, makes the gypsum block on different layers form a whole, makes the wall body be difficult to follow the junction fracture of adjacent two-layer gypsum block, can effectively avoid causing the injury to the human body because of the fragment that the wall body fracture produced.
The utility model discloses further set up to: the fixture block is including first cardboard, second cardboard and third cardboard, form first cavity, the second cavity with the laminating of gypsum block appearance between first cardboard and the second cardboard, second cardboard and the third cardboard respectively, first cavity and the body joint of gypsum block, link and the second cavity joint between the gypsum block.
By adopting the technical scheme, the fixture block comprises the first clamping plate, the second clamping plate and the third clamping plate, a first cavity is formed between the first clamping plate and the second clamping plate, and the first cavity is clamped with the body of the gypsum block; the second cavity is formed between the second clamping plate and the third clamping plate, the connecting end between the gypsum blocks is clamped with the second cavity, and the stability between the adjacent two layers of gypsum blocks can be further enhanced through the design of the structure outside the stability of connection between the gypsum blocks which can be enhanced on the same layer.
The utility model discloses further set up to: all be equipped with first through-hole on first cardboard, the second cardboard, be equipped with the third through-hole on the gypsum block, can dismantle the link in the first through-hole and have first cylinder, the appearance laminating of first cylinder and third through-hole.
Through adopting above-mentioned technical scheme, at first cardboard, all be equipped with first through-hole on the second cardboard, be equipped with the third through-hole on the gypsum block, be equipped with first cylinder on first through-hole, first cylinder is for dismantling the connection, with the fixture block joint back on the gypsum block, connect first cylinder on first through-hole, the appearance laminating of third through-hole and third through-hole is stretched into to first cylinder, under the restriction of first cylinder, make the fixture block be difficult to take place to break away from with the gypsum block, can guarantee the firm effect to the wall body, and simple to operate.
The utility model discloses further set up to: the first through hole is provided with a groove, and the first cylinder is provided with a second cylinder attached to the groove in shape.
Through adopting above-mentioned technical scheme, be equipped with the recess on first through-hole, be equipped with the second cylinder with the laminating of recess appearance on the first cylinder, only need insert the third through-hole with first cylinder in the installation, make first cylinder can not break away from third through-hole, simple to operate under the limiting action of second cylinder and recess.
The utility model discloses further set up to: a tearing film is arranged in the dovetail groove and is made of polypropylene wire drawing resin.
Through adopting above-mentioned technical scheme, be equipped with in the dovetail and tear the membrane, tear the membrane and be polypropylene wire drawing resin, polypropylene wire drawing resin plasticity is good, the tensile force of breaking is strong, tensile impact property is good, has very strong tensile strength, still has the light in weight, acid and alkali-resistance, corrosion-resistant, the hydroscopicity is little, nontoxic tasteless pollution-free characteristics, makes dovetail and forked tail arch can be more firm when the atress.
The utility model discloses further set up to: the wall body's both sides are equipped with the backup pad with reinforced concrete collar tie fixed connection, the backup pad is "triangle-shaped" form, the backup pad is that reinforcing bar, concrete are pour and are formed.
Through adopting above-mentioned technical scheme, be equipped with the backup pad with reinforced concrete collar tie fixed connection in the both sides of wall body, the backup pad is "triangle-shaped" form, and the triangle-shaped nature has more stable structure, makes difficult emergence fracture between wall body and the reinforced concrete collar tie under the effect of backup pad, and the backup pad is that reinforcing bar, concrete are poured and is formed, makes it have stronger rigidity.
The utility model discloses further set up to: the geogrid is a steel-plastic geogrid or a glass fiber geogrid.
By adopting the technical scheme, the geogrid is a steel-plastic geogrid or a glass fiber geogrid, and the steel-plastic geogrid takes high-strength steel wires as main raw materials and has the characteristics of high strength and small deformation; the glass fiber geogrid takes glass fiber as a main material and has the characteristics of high tensile strength and low elongation.
The utility model discloses further set up to: and a gypsum smearing layer is arranged on the wall body.
Through adopting above-mentioned technical scheme, be equipped with the gypsum smear layer on the wall body and be used for covering on fixture block, geogrid etc. make wall body succinct pleasing to the eye in appearance.
To sum up, the utility model discloses following beneficial effect has:
1. through setting up dovetail and the forked tail arch of mutually supporting, make the gypsum block on the same layer be difficult to break off at the junction, can strengthen the wholeness of the gypsum block of the same layer.
2. Through setting up the fixture block, be in the same place adjacent two-layer gypsum building block joint, the gypsum building block that makes the difference be is difficult to break off at the junction, can strengthen the wholeness of adjacent two-layer gypsum building block.
Drawings
Fig. 1 is a schematic structural view of an earthquake-resistant wall body of the present invention, which is used for embodying the overall structural design of the wall body;
fig. 2 is a schematic structural diagram of an earthquake-resistant wall body of the present invention, which is used for embodying the structural design of each mechanism on the wall body;
FIG. 3 is an enlarged view of portion A of FIG. 2, showing the structural design of portion A;
fig. 4 is a sectional view of a cartridge for embodying a structural design of the cartridge.
In the figure: 1. a reinforced concrete ring beam; 2. a wall body; 3. a support plate; 4. a dovetail groove; 5. gypsum blocks; 6. a third through hole; 7. dovetail protrusions; 8. a geogrid; 9. a clamping block; 10. tearing the film; 11. a first column; 12. a second cylinder; 13. a groove; 14. a first clamping plate; 15. a first through hole; 16. a first cavity; 17. a second clamping plate; 18. a second cavity; 19. a third clamping plate; 20. and (5) plastering a gypsum layer.
Detailed Description
In order to make the technical solutions of the present invention better understood, the following detailed description of the present invention is provided with reference to the accompanying drawings and specific embodiments, and it should be noted that the embodiments and features of the embodiments of the present invention can be combined with each other without conflict.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "top/bottom", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted", "provided", "sleeved/connected", "connected", and the like are to be understood in a broad sense, such as "connected", which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
An anti-seismic wall body is shown in figures 1, 2 and 3 and comprises reinforced concrete ring beams 1 which are arranged up and down, a wall body 2 is arranged between the reinforced concrete ring beams 1, the wall body 2 is formed by piling gypsum blocks 5 which are provided with glass fibers, the gypsum blocks 5 which are added with the glass fibers have higher strength and are not easy to crack, and the gypsum blocks 5 are low-carbon and environment-friendly and do no harm to human bodies; the geogrids 8 are arranged on the two sides of the wall body 2, the geogrids 8 can prevent the wall body 2 from cracking, and fragments can be prevented from falling off after the wall body 2 cracks; the geogrid 8 is a steel-plastic geogrid or a glass fiber geogrid, and the steel-plastic geogrid takes high-strength steel wires as main raw materials and has the characteristics of high strength and small deformation; the glass fiber geogrid takes glass fiber as a main material and has the characteristics of high tensile strength and low elongation; the gypsum blocks 5 are provided with the clamping blocks 9, the clamping blocks 9 clamp the gypsum blocks 5 on two adjacent layers together, so that the gypsum blocks 5 on different layers form a whole, the wall body 2 is not easy to crack from the joint of the gypsum blocks 5 on two adjacent layers, and the injury to a human body caused by fragments generated by cracking of the wall body 2 can be effectively avoided; the wall body 2 is provided with the gypsum smearing layer 20 for covering the fixture blocks 9, the geogrids 8 and the like, so that the whole appearance of the wall is simple and attractive; be equipped with backup pad 3 with 1 fixed connection of reinforced concrete ring beam in the both sides of wall body 2, backup pad 3 is "triangle-shaped" form, and the triangle-shaped nature has more stable structure, makes difficult emergence fracture between wall body 2 and the reinforced concrete ring beam 1 under the effect of backup pad 3, and backup pad 3 is that reinforcing bar, concrete are poured and is formed, makes it have stronger rigidity.
As shown in fig. 2, 3 and 4, a first clamping plate 14, a second clamping plate 17 and a third clamping plate 19 are arranged on a clamping block 9, a first cavity 16 is formed between the first clamping plate 14 and the second clamping plate 17, a second cavity 18 is formed between the second clamping plate 17 and the third clamping plate 19, first through holes 15 are formed on the first clamping plate 14 and the second clamping plate 17, a third through hole 6 is formed on a gypsum block 5, a groove 13 is formed on the first through hole 15, a second cylinder 12 fitted to the shape of the groove 13 is arranged in the groove 13, a first cylinder 11 penetrating through the first through hole 15 is arranged on the second cylinder 12, the first cylinder 11 extends into the third through hole 6 and is fitted to the inner wall of the third through hole 6, only the first cylinder 11 is inserted into the third through hole 6 during installation, the first cylinder 11 is prevented from being separated from the third through hole 6 under the restriction action of the second cylinder 12 and the groove 13, the installation is convenient; under the limiting action of the first column 11, the clamping block 9 is not easy to separate from the gypsum block 5, and the stabilizing effect on the wall body 2 can be ensured. With adjacent two-layer gypsum block 5 joint together, make the gypsum block 5 that the difference is difficult to break off at the junction, can strengthen adjacent two-layer gypsum block 5's wholeness.
As shown in fig. 2 and 3, a dovetail groove 4 is formed in one end of a gypsum block 5, a dovetail protrusion 7 is formed in the other end of the gypsum block 5, a tearing film 10 is arranged in the dovetail groove 4, the tearing film 10 is polypropylene wire drawing resin, the polypropylene wire drawing resin is good in plasticity, strong in breaking tension, good in tensile impact performance, strong in tensile strength, light in weight, acid-base resistant, corrosion resistant, small in water absorption, non-toxic, tasteless and pollution-free, and the dovetail groove 4 and the dovetail protrusion 7 can be more stable when stressed; the gypsum blocks 5 on the same layer are connected through the matching of the dovetail grooves 4 and the dovetail protrusions 7, so that a whole is formed between the gypsum blocks 5 on the same layer, and the wall body 2 is not easy to crack from the joints of the gypsum blocks 5 on the same layer.
When the wall body is affected by an earthquake, the wall body 2 and the reinforced concrete ring beam 1 are not easy to break under the action of the supporting plate 3; make gypsum block 5 on the same layer be difficult to break off at the junction under the effect of forked tail arch 7 and dovetail 4, will be adjacent two-layer gypsum block 5 joint together under the effect of fixture block 9, make the gypsum block 5 on different layers be difficult to break off at the junction. Simultaneously under the effect of glass fiber, geogrid 8 in the gypsum block 5, make when wall body 2 produces the fracture back, make the fragment that the fracture produced be difficult to drop, can effectively avoid causing the injury to the human body because of the fragment that wall body 2 fracture produced.
It is above only the utility model discloses a preferred embodiment, the utility model discloses a scope of protection does not only confine above-mentioned embodiment, the all belongs to the utility model discloses a technical scheme under the thinking all belongs to the utility model discloses a scope of protection. It should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (8)
1. The utility model provides an anti-seismic wall body, including reinforced concrete circle roof beam (1), wall body (2) of setting between reinforced concrete circle roof beam (1), wall body (2) are piled up by gypsum block (5) that are equipped with glass fiber and are formed, the both sides of wall body (2) are equipped with geogrid (8), its characterized in that: one end of the gypsum block (5) is provided with a dovetail groove (4), the other end of the gypsum block (5) is provided with a dovetail protrusion (7), a clamping block (9) is arranged on the gypsum block (5), and the clamping block (9) is connected with the adjacent two layers of gypsum blocks (5) in a clamping mode.
2. An earthquake resistant wall as defined in claim 1 wherein: fixture block (9) are including first cardboard (14), second cardboard (17) and third cardboard (19), form first cavity (16), second cavity (18) with gypsum block (5) appearance laminating between first cardboard (14) and second cardboard (17), second cardboard (17) and third cardboard (19) respectively, first cavity (16) and gypsum block's (5) body joint, link and second cavity (18) joint between gypsum block (5).
3. An earthquake-resistant wall as defined in claim 2, wherein: all be equipped with first through-hole (15) on first cardboard (14), the second cardboard (17), be equipped with third through-hole (6) on gypsum building block (5), can dismantle in first through-hole (15) and link to have first cylinder (11), the appearance laminating of first cylinder (11) and third through-hole (6).
4. An earthquake resistant wall as defined in claim 3 wherein: be equipped with recess (13) on first through-hole (15), be equipped with on first cylinder (11) with recess (13) appearance laminating second cylinder (12).
5. An earthquake resistant wall as defined in claim 1 wherein: a tearing film (10) is arranged in the dovetail groove (4), and the tearing film (10) is polypropylene wire drawing resin.
6. An earthquake resistant wall as defined in claim 1 wherein: the wall is characterized in that supporting plates (3) fixedly connected with the reinforced concrete ring beam (1) are arranged on two sides of the wall body (2), the supporting plates (3) are triangular, and the supporting plates (3) are formed by pouring reinforced concrete and concrete.
7. An earthquake resistant wall as defined in claim 1 wherein: the geogrid (8) is a steel-plastic geogrid or a glass fiber geogrid.
8. An earthquake resistant wall as defined in claim 1 wherein: the wall body (2) is provided with a gypsum smearing layer (20).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201922033767.5U CN211472936U (en) | 2019-11-22 | 2019-11-22 | Anti-seismic wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201922033767.5U CN211472936U (en) | 2019-11-22 | 2019-11-22 | Anti-seismic wall |
Publications (1)
Publication Number | Publication Date |
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CN211472936U true CN211472936U (en) | 2020-09-11 |
Family
ID=72369387
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201922033767.5U Expired - Fee Related CN211472936U (en) | 2019-11-22 | 2019-11-22 | Anti-seismic wall |
Country Status (1)
Country | Link |
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CN (1) | CN211472936U (en) |
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2019
- 2019-11-22 CN CN201922033767.5U patent/CN211472936U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200911 Termination date: 20211122 |