CN111852145A - Wall structure with antidetonation shock-absorbing function - Google Patents
Wall structure with antidetonation shock-absorbing function Download PDFInfo
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- CN111852145A CN111852145A CN202010735745.8A CN202010735745A CN111852145A CN 111852145 A CN111852145 A CN 111852145A CN 202010735745 A CN202010735745 A CN 202010735745A CN 111852145 A CN111852145 A CN 111852145A
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- wallboard
- shock
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- earthquake
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- 239000004568 cement Substances 0.000 claims abstract description 20
- 210000000078 claw Anatomy 0.000 claims abstract description 19
- 238000009413 insulation Methods 0.000 claims abstract description 18
- 239000004576 sand Substances 0.000 claims abstract description 17
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 17
- 239000000463 material Substances 0.000 claims description 10
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 6
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 3
- 239000006004 Quartz sand Substances 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 229910000746 Structural steel Inorganic materials 0.000 claims description 3
- 229910052799 carbon Inorganic materials 0.000 claims description 3
- 239000011381 foam concrete Substances 0.000 claims description 3
- 239000011372 high-strength concrete Substances 0.000 claims description 3
- 235000019362 perlite Nutrition 0.000 claims description 3
- 239000010451 perlite Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 241001669679 Eleotris Species 0.000 claims 3
- 230000035939 shock Effects 0.000 abstract description 7
- 238000001125 extrusion Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000010521 absorption reaction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 208000004350 Strabismus Diseases 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Images
Classifications
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- 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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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention provides a wall structure with anti-seismic and shock-absorbing functions, which comprises a buffer layer, short hinge nails, long hinge nails, a vertical line pipe, a horizontal line pipe, a cement seat, a base, a pillow seat, a wallboard, a sound insulation pad, a fastening connecting rod, an apron, a sand bed and claws, wherein the buffer layer is wrapped at the four edges of the wallboard, the short hinge nails are welded at the outer side of the wallboard, the long hinge nails are welded at the outer side of the wallboard, the vertical line pipe is arranged at the right side in the wallboard, the horizontal line pipe is arranged at the upper side in the wallboard, the fastening connecting rod is fixed in the wallboard, the sound insulation pad is arranged in the wallboard, the cement seat is arranged at the splicing part of the wallboard and the base, the claws are fixed at the lower side of the cement seat, the apron is welded at the connecting part of the claws and the cement seat, the sand bed is arranged in the base, and the pillow seat is fixed at, effectively absorb seismic wave energy, effectively resist earthquake and absorb shock.
Description
Technical Field
The invention relates to a wall structure with an anti-seismic and shock-absorbing function, and belongs to the technical field of anti-seismic building materials.
Background
The existing earthquake-proof wall generally refers to a shear wall, also called as a wind-proof wall, an earthquake-proof wall or a structural wall. The wallboard is mainly used for bearing horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure, and prevents the structure from shearing (shearing) damage. Also known as earthquake resistant walls, are generally made of reinforced concrete. Conventional seismic walls are divided into planar shear walls and cylindrical shear walls. The plane shear wall is used in reinforced concrete frame structure, plate lifting structure and flat slab system. In order to increase the rigidity, strength and collapse resistance of the structure, the reinforced concrete shear wall can be cast in situ or prefabricated in some parts. In addition, according to the earthquake-resistant grade, the earthquake-resistant wall category: the integral wall has good heat insulation and warm keeping effects, and the integral wall has no side ribs and eliminates bridge heat, so the process is superior to all external heat insulation, internal heat insulation and batten heat insulation boards, and is suitable for building rooms and large-scale cold storage construction. 2, the coupled wall, the shear wall has one or more rows of holes with relatively large size, the stress of the shear wall is equivalent to a series of wall limbs connected together through coupling beams between the holes, so the coupled wall is called as coupled wall.
However, in the prior art, although the seismic wall structure adopts high-strength materials as supports, the shock absorption effect is not ideal enough, seismic waves carry a large amount of energy, and if the high-strength materials are adopted for positive confrontation, the seismic wall structure cannot fundamentally absorb huge seismic wave energy, so that objects in a house can shake violently and be damaged indirectly; in addition, the adoption of high-strength materials means that the cost is inevitably increased, in addition, the high-strength materials are generally brittle, the later maintenance and repair cost is extremely high, and the problem is solved by urgently needing a wall structure with the anti-seismic and shock-absorbing functions.
Disclosure of Invention
Aiming at the defects in the prior art, the invention aims to provide a wall structure with the anti-seismic and shock-absorbing functions so as to solve the problems in the background technology.
In order to achieve the purpose, the invention is realized by the following technical scheme: the utility model provides a wall structure with antidetonation shock-absorbing function, includes buffer layer, short hinge nail, long hinge nail, erects and puts spool, horizontal spool, cement seat, base, pillow block, wallboard, sound insulation pad, fastening connecting rod, apron, sand bed and claw, four edge parcels of wallboard have the buffer layer, the welding of the wallboard outside has short hinge nail, the welding of the wallboard outside has long hinge nail, the inside right side of wallboard is provided with erects and puts the spool, the inside upside of wallboard is provided with horizontal spool, wallboard inside is fixed with the fastening connecting rod, sound insulation pad sets up inside the wallboard, the wallboard with base concatenation department is equipped with the cement seat, cement seat downside is fixed with the claw, the welding of claw and cement seat junction has the apron, the inside sand bed that is equipped with of base, the pillow block is fixed at the base downside.
Further, the wallboard is hollow structure, the wallboard material is Q255 carbon element structural steel.
Furthermore, the buffer layer is high-strength foamed concrete, and steel wire mesh reinforcing ribs are arranged in the buffer layer.
Further, horizontal spool and erect and be equipped with the intersection between the spool, and horizontal spool intersection left side length is far greater than right side length, erects to put spool intersection downside length and is far greater than upside length.
Further, the sound insulation pad material is expanded perlite, the sound insulation pad has been seted up with fastening connecting rod concatenation department the mounting hole, the fastening connecting rod is the rectangular structure of cross, and both ends weld with the wallboard inner wall mutually around the fastening connecting rod.
Furthermore, the tail end of the short hinge nail is provided with a first hanging buckle, the tail end of the long hinge nail is provided with a second hanging buckle, and the first hanging buckle is matched with the second hanging buckle.
Furthermore, a plurality of grooves are formed in the lower sides of the claws.
Furthermore, a movable groove is formed in the upper end face of the base, and the length and width specifications of the movable groove are slightly larger than those of the apron.
Furthermore, quartz sand with the diameter of 20-500mm is paved inside the sand bed.
Furthermore, the pillow seat is made of high-strength concrete, reinforcing steel bars are arranged in the pillow seat, the upper ends of the reinforcing steel bars are welded with the base, and latticed bulges are arranged on the lower end face of the pillow seat.
The invention has the beneficial effects that: when the wall structure with the earthquake-resistant and shock-absorbing functions is used, the short hinge nails and the long hinge nails on the lower sides of the wallboards are mutually buckled with the short hinge nails and the long hinge nails on the upper sides of the claws, concrete is poured to form a cement seat, then the short hinge nails and the long hinge nails among the wallboards are mutually buckled, and cement is poured at the buckling positions; when the base meets the macroseism, at first the impact of seismic wave is received to the pillow, pillow bottom is for being equipped with latticed arch, be favorable to tightly grabbing the soil, prevent the base skew, the seismic wave makes the base produce and rocks, then the paws extrudees each other with the base, make the sand bed take place extrusion deformation, the absorption seismic wave energy that can be very big among the sand bed extrusion process, the wallboard that makes the paws upside receives the impact of wall seismic wave less, wallboard inside is hollow structure in addition, and as supporting through the fastening connecting rod, alleviate wallboard weight and improve support strength, through the aforesaid, make the wallboard finally only receive the seismic wave energy of fractional part, reduce the impact of wallboard.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
FIG. 1 is a schematic structural diagram of a wall structure with shock-proof and shock-absorbing functions according to the present invention;
FIG. 2 is a right sectional view of a wall panel of a wall structure with anti-seismic and shock-absorbing functions according to the present invention;
FIG. 3 is a front sectional view of a wall panel of a wall structure with anti-seismic and shock-absorbing functions according to the present invention;
FIG. 4 is a right sectional view of a base of the wall structure with anti-seismic and shock-absorbing functions according to the present invention;
FIG. 5 is a bottom view of a pillow base of a wall structure with shock-proof and shock-absorbing functions according to the present invention;
FIG. 6 is a connection diagram of a first hanging buckle and a second hanging buckle in the wall structure with anti-seismic and shock-absorbing functions according to the present invention;
in the figure: 1-buffer layer, 2-short hinge nail, 3-long hinge nail, 4-vertical line pipe, 5-horizontal line pipe, 6-cement seat, 7-base, 8-pillow seat, 9-wallboard, 10-sound insulation pad, 11-fastening connecting rod, 12-mounting hole, 13-apron, 14-sand bed, 15-paw, 16-hanging buckle I and 17-hanging buckle II.
Detailed Description
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the invention easy to understand, the invention is further described with the specific embodiments.
Referring to fig. 1-6, the invention provides a wall structure with shock-proof and shock-absorbing functions, comprising a buffer layer 1, short hinge nails 2, long hinge nails 3, vertical line pipes 4, horizontal line pipes 5, cement seats 6, a base 7, a pillow base 8, a wall plate 9, a sound-insulating pad 10, fastening connecting rods 11, an apron 13, a sand bed 14 and feet claws 15, wherein the buffer layer 1 is wrapped at four edges of the wall plate 9, the short hinge nails 2 are welded at the outer side of the wall plate 9, the long hinge nails 3 are welded at the outer side of the wall plate 9, the vertical line pipes 4 are arranged at the right side of the inner part of the wall plate 9, the horizontal line pipes 5 are arranged at the upper side of the inner part of the wall plate 9, the fastening connecting rods 11 are fixed inside the wall plate 9, the sound-insulating pad 10 is arranged inside the wall plate 9, the cement seats 6 are arranged at the splicing part of the wall plate 9 and the base 7, the feet 15 are fixed at, pillow 8 is fixed at base 7 downside, and the not good problem of original antidetonation wall antidetonation structure has been solved to this design.
As a specific embodiment of the present invention: because the wall plate 9 is of a hollow structure and the material of the wall plate 9 is Q255 carbon structural steel, the wall plate 9 has stronger supporting rigidity; the buffer layer 1 is made of high-strength foamed concrete, steel wire mesh reinforcing ribs are arranged in the buffer layer 1, and the buffer layer 1 is used for absorbing the extrusion impact force among the wallboards 9; an intersection is arranged between the transverse conduit 5 and the vertical conduit 4, the left side length of the intersection of the transverse conduit 5 is far longer than the right side length, the lower side length of the intersection of the vertical conduit 4 is far longer than the upper side length, and when cables need to be threaded into the wallboard 9, the intersection is close to the upper right corner of the wallboard 9, so that the cables can be conveniently bent at the intersection; give sound insulation and fill up 10 materials and be expanded perlite, can effectively inhale the sound and fall and make an uproar, give sound insulation and fill up 10 and fastening connecting rod 11 concatenation department and seted up mounting hole 12, give sound insulation and fill up 10 and pass through the mounting hole 12 fastening in wallboard 9, fastening connecting rod 11 is the rectangular structure of cross, and fastening connecting rod 11 front and back both ends and 9 inner walls of wallboard weld mutually, play the effect of strengthening wallboard 9 structural strength, 2 ends of short hinge nail are equipped with to hang and detain one 16, 3 ends of long hinge nail are equipped with to hang and detain two 17, and hang and detain one 16 and hang and detain two 17 phase-matchs, utilize to hang and detain the design and make long hinge nail 3 and short hinge.
As a specific embodiment of the present invention: a plurality of grooves are formed in the lower sides of the claws 15, so that the claws 15 tightly grab the sand bed 14; the upper end surface of the base 7 is provided with a movable groove, the length and width specification of the movable groove is slightly larger than that of the apron 13, the apron 13 is used for wrapping the cement bed 6, quartz sand with the diameter of 20-500mm is paved inside the sand bed 14, when a seismic source is met, the base 7 vibrates, the foot claws 15 extrude the sand bed 14 to effectively absorb shock wave energy, the pillow base 8 is made of high-strength concrete, reinforcing steel bars are arranged in the pillow base 8, the upper ends of the reinforcing steel bars are welded with the base 7, the pillow base 8 is fixedly connected with the base 7, and grid-shaped bulges are arranged on the lower end surface of the pillow base 8 to play a role in fixing and skid resistance.
The working principle of the invention is as follows: the short hinge nails 2 and the long hinge nails 3 on the lower sides of the wallboards 9 are mutually buckled with the short hinge nails 2 and the long hinge nails 3 on the upper sides of the claws 15, concrete is poured to form cement seats 6, then the short hinge nails 2 and the long hinge nails 3 among a plurality of wallboards 9 are mutually buckled, and the buckled parts are poured by cement; when base 7 meets the macroseism, at first the impact of pillow 8 receipt earthquake wave, 8 bottoms of pillow are for being equipped with latticed arch, be favorable to tightly grabbing the soil, prevent 7 squints of base, shock wave makes 7 productions of base rock, then claw 15 extrudees each other with base 7, make sand bed 14 take place extrusion deformation, 14 extrusion in-process absorption shock wave energy that can be very big of sand bed, make wallboard 9 of 15 upsides of claw receive the impact of wall shock wave less, wallboard 9 is inside hollow structure in addition, and support through fastening connecting rod 11 conduct, alleviate wallboard 9 weight and improve support strength, through the aforesaid, make wallboard 9 finally only receive the shock wave energy of fractional part, reduce wallboard 9's impact.
The present invention has been disclosed in terms of the preferred embodiment, but is not intended to be limited to the embodiment, and all technical solutions obtained by substituting or converting equivalents thereof fall within the scope of the present invention.
Claims (10)
1. The utility model provides a wall structure with antidetonation shock-absorbing function which characterized in that: including buffer layer, short hinge nail, long hinge nail, erect and put spool, horizontal spool, cement seat, base, pillow, wallboard, give sound insulation and fill up, fastening connecting rod, apron, sand bed and claw, four edge parcels of wallboard have the buffer layer, the welding of the wallboard outside has short hinge nail, the welding of the wallboard outside has long hinge nail, the inside right side of wallboard is provided with erects and puts the spool, the inside upside of wallboard is provided with horizontal spool, wallboard inside is fixed with the fastening connecting rod, the pad that gives sound insulation sets up inside the wallboard, the wallboard with base concatenation department is equipped with the cement seat, cement seat downside is fixed with the claw, the welding of claw and cement seat junction has the apron, the inside sand bed that is equipped with of base, the pillow is fixed at the base downside.
2. The wall structure with the earthquake-resistant and shock-absorbing functions as claimed in claim 1, wherein: the wallboard is hollow structure, the wallboard material is Q255 carbon element structural steel.
3. The wall structure with the earthquake-resistant and shock-absorbing functions as claimed in claim 1, wherein: the buffer layer is high-strength foamed concrete, and steel wire mesh reinforcing ribs are arranged in the buffer layer.
4. The wall structure with the earthquake-resistant and shock-absorbing functions as claimed in claim 1, wherein: the spool is put with erecting to horizontal spool and be equipped with the intersection between the spool, and horizontal spool intersection left side length is far greater than right side length, erects to put spool intersection downside length and is far greater than upside length.
5. The wall structure with the earthquake-resistant and shock-absorbing functions as claimed in claim 1, wherein: the sound insulation pad material is expanded perlite, the sound insulation pad has been seted up with fastening connecting rod concatenation department mounting hole, the fastening connecting rod is the rectangular structure of cross, and both ends weld with the wallboard inner wall mutually around the fastening connecting rod.
6. The wall structure with the earthquake-resistant and shock-absorbing functions as claimed in claim 1, wherein: the tail end of the short hinge nail is provided with a first hanging buckle, the tail end of the long hinge nail is provided with a second hanging buckle, and the first hanging buckle is matched with the second hanging buckle.
7. The wall structure with the earthquake-resistant and shock-absorbing functions as claimed in claim 1, wherein: a plurality of grooves are formed in the lower sides of the claws.
8. The wall structure with the earthquake-resistant and shock-absorbing functions as claimed in claim 1, wherein: the upper end surface of the base is provided with a movable groove, and the length and width specification of the movable groove is slightly larger than that of the apron.
9. The wall structure with the earthquake-resistant and shock-absorbing functions as claimed in claim 1, wherein: and quartz sand with the diameter of 20-500mm is paved inside the sand bed.
10. The wall structure with the earthquake-resistant and shock-absorbing functions as claimed in claim 1, wherein: the sleeper seat is made of high-strength concrete, reinforcing steel bars are arranged in the sleeper seat, the upper ends of the reinforcing steel bars are welded with the base, and latticed bulges are arranged on the lower end face of the sleeper seat.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010735745.8A CN111852145B (en) | 2020-07-28 | 2020-07-28 | Wall structure with antidetonation shock-absorbing function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010735745.8A CN111852145B (en) | 2020-07-28 | 2020-07-28 | Wall structure with antidetonation shock-absorbing function |
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| Publication Number | Publication Date |
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| CN111852145A true CN111852145A (en) | 2020-10-30 |
| CN111852145B CN111852145B (en) | 2021-07-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202010735745.8A Expired - Fee Related CN111852145B (en) | 2020-07-28 | 2020-07-28 | Wall structure with antidetonation shock-absorbing function |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105332460A (en) * | 2015-10-19 | 2016-02-17 | 长沙新气象自动化技术有限公司 | Environment-friendly seismic-isolation building block |
| JP2017036652A (en) * | 2015-08-06 | 2017-02-16 | 清水建設株式会社 | Floating body base-isolated structure and saturated sand control system |
| CN210067010U (en) * | 2019-05-09 | 2020-02-14 | 查忠明 | Anti-seismic low-carbon building structure |
| CN210263360U (en) * | 2019-05-17 | 2020-04-07 | 安徽斯威腾节能科技有限公司 | Energy-saving earthquake-resistant building with light steel structure |
| CN210563670U (en) * | 2019-08-16 | 2020-05-19 | 广州凌鼎建筑工程有限公司 | House earthquake-resistant structure |
| CN211037391U (en) * | 2019-08-15 | 2020-07-17 | 中能建西北城市建设有限公司 | Shear wall structure for optimizing stress distribution |
-
2020
- 2020-07-28 CN CN202010735745.8A patent/CN111852145B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017036652A (en) * | 2015-08-06 | 2017-02-16 | 清水建設株式会社 | Floating body base-isolated structure and saturated sand control system |
| CN105332460A (en) * | 2015-10-19 | 2016-02-17 | 长沙新气象自动化技术有限公司 | Environment-friendly seismic-isolation building block |
| CN210067010U (en) * | 2019-05-09 | 2020-02-14 | 查忠明 | Anti-seismic low-carbon building structure |
| CN210263360U (en) * | 2019-05-17 | 2020-04-07 | 安徽斯威腾节能科技有限公司 | Energy-saving earthquake-resistant building with light steel structure |
| CN211037391U (en) * | 2019-08-15 | 2020-07-17 | 中能建西北城市建设有限公司 | Shear wall structure for optimizing stress distribution |
| CN210563670U (en) * | 2019-08-16 | 2020-05-19 | 广州凌鼎建筑工程有限公司 | House earthquake-resistant structure |
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| CN111852145B (en) | 2021-07-30 |
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Granted publication date: 20210730 |