CN117248643A - Buffer protection device of antiknock compartment, installation method of buffer protection device and antiknock compartment - Google Patents
Buffer protection device of antiknock compartment, installation method of buffer protection device and antiknock compartment Download PDFInfo
- Publication number
- CN117248643A CN117248643A CN202311541956.8A CN202311541956A CN117248643A CN 117248643 A CN117248643 A CN 117248643A CN 202311541956 A CN202311541956 A CN 202311541956A CN 117248643 A CN117248643 A CN 117248643A
- Authority
- CN
- China
- Prior art keywords
- buffer
- wallboard
- steel
- moving body
- colloid
- Prior art date
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 18
- 238000009434 installation Methods 0.000 title abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 150
- 239000010959 steel Substances 0.000 claims abstract description 150
- 230000003139 buffering effect Effects 0.000 claims abstract description 56
- 230000002265 prevention Effects 0.000 claims abstract description 31
- 230000001681 protective effect Effects 0.000 claims abstract description 29
- 239000000084 colloidal system Substances 0.000 claims description 112
- 230000005540 biological transmission Effects 0.000 claims description 39
- 230000008569 process Effects 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 3
- 230000009970 fire resistant effect Effects 0.000 claims 1
- 230000006378 damage Effects 0.000 abstract description 31
- 238000004880 explosion Methods 0.000 abstract description 22
- 239000004567 concrete Substances 0.000 abstract description 19
- 238000005452 bending Methods 0.000 abstract description 15
- 208000027418 Wounds and injury Diseases 0.000 abstract description 13
- 208000014674 injury Diseases 0.000 abstract description 13
- 238000010008 shearing Methods 0.000 abstract description 13
- 230000035939 shock Effects 0.000 description 20
- 230000009471 action Effects 0.000 description 18
- 210000001503 joint Anatomy 0.000 description 12
- 230000003014 reinforcing effect Effects 0.000 description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000002360 explosive Substances 0.000 description 2
- 230000006870 function Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000000087 stabilizing effect Effects 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 238000013022 venting Methods 0.000 description 2
- HZEWFHLRYVTOIW-UHFFFAOYSA-N [Ti].[Ni] Chemical compound [Ti].[Ni] HZEWFHLRYVTOIW-UHFFFAOYSA-N 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 239000000806 elastomer Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 229910001000 nickel titanium Inorganic materials 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002028 premature Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 229910001285 shape-memory alloy Inorganic materials 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Chemical compound O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
-
- 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
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- 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
- E04H9/04—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 against air-raid or other war-like actions
- E04H9/10—Independent shelters; Arrangement of independent splinter-proof walls
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to a buffer protection device of an antiknock compartment, an installation method of the buffer protection device and the antiknock compartment. The buffer protection device includes: the buffering wallboard comprises a steel skeleton, a protective cover, a plurality of elastic supporting pieces and a plurality of buffering members, wherein each surface of the buffering wallboard is surrounded by multiple surfaces; the buffering top plate comprises a steel framework, a protective cover, a plurality of elastic supporting pieces and a plurality of buffering members, wherein the protective cover is arranged outside the steel framework, the plurality of elastic supporting pieces are arranged at corresponding intersection points of the steel framework, and the plurality of buffering members are arranged at corresponding intersection points of the steel framework; wallboard-wallboard rollover prevention device; the wallboard-roof rollover prevention device. The invention can prevent the secondary injury of concrete caving blocks of the antiknock room to personnel under the explosion impact, and can also effectively prevent the bending and shearing damage of the wallboard.
Description
Technical Field
The invention relates to the technical field of explosion-proof buildings, in particular to the field of peripheral protection of explosion-proof compartment walls after explosion, and specifically relates to a buffer protection device of an explosion-proof compartment, an installation method of the buffer protection device and the explosion-proof compartment.
Background
The antiknock room is a reinforced concrete structure with the function of bearing the damage of the room caused by explosion. The structure protects personnel, equipment and dangerous goods outside the structure. However, under the action of the blast shock wave in the explosion process, concrete is damaged and cracks are generated, and collapse occurs, so that the collapsed concrete blocks can cause secondary injury to personnel outside the structure.
In order to prevent injury to personnel caused by concrete collapse after destruction of the blast room, there is a need for a new cushioning protection device that can be used at the periphery of the blast room to reduce the occurrence of similar injuries.
Disclosure of Invention
In view of the defects of the prior art, the main purpose of the invention is to provide a buffer protection device of an antiknock compartment, an installation method of the buffer protection device and the antiknock compartment, so as to solve the problem that secondary injury is caused to personnel by concrete caving after the antiknock compartment is damaged in the prior art.
The technical scheme of the invention is as follows:
the invention provides a buffer protection device of an antiknock compartment, which is arranged outside the antiknock compartment, and comprises: the buffering wallboard comprises a steel framework, a protective cover, a plurality of elastic supporting pieces and a plurality of buffering members, wherein the protective cover is wrapped on the outer surface of the steel framework, the elastic supporting pieces are supported and arranged on at least one part of nodes of the steel framework, and the buffering members are supported and arranged on at least one other part of nodes of the steel framework; the buffering top plate comprises a steel framework, a protective cover, a plurality of elastic supporting pieces and a plurality of buffering members, wherein the protective cover is wrapped on the outer surface of the steel framework, the elastic supporting pieces are supported and arranged on at least one part of nodes of the steel framework, and the buffering members are supported and arranged on at least one other part of nodes of the steel framework; the wallboard-wallboard rollover prevention device is vertically arranged at the joint of the buffer wallboards on the two adjacent sides and is connected with the buffer wallboards on the two adjacent sides; the wallboard-roof rollover prevention device is supported and arranged at the joint of the buffer wallboard and the buffer roof and is used for connecting the buffer wallboard and the buffer roof.
In some embodiments, the steel skeleton is formed by binding transverse and longitudinal steel bars in the transverse and longitudinal directions, and the transverse and longitudinal steel bars are spot welded at the connecting nodes.
In some embodiments, the elastic support member has elastic bodies at two ends and support rods in the middle, the elastic bodies are connected to the joints of the transverse and longitudinal steel bars at two sides corresponding to the steel skeleton, the support rods are arranged on the inner side of the steel skeleton, and the two ends of the support rods are connected with the elastic bodies respectively.
In some embodiments, the elastic body is a colloid sphere, and an operation hole is reserved at the position of the outer side of the colloid sphere corresponding to the intersection point of the transverse steel bar and the longitudinal steel bar for spot welding connection of the transverse steel bar and the longitudinal steel bar.
In some embodiments, the buffer member includes a first moving body, a second moving body, a stress body, a dowel bar and a horizontal connecting piece, where the first moving body and the second moving body are symmetrically connected at the joints of the transverse and longitudinal steel bars at two sides of the steel skeleton, the stress body is connected with the steel skeleton, the dowel bar is provided with a plurality of dowel bars, one ends of the dowel bar are respectively connected with the stress body, the other ends of the dowel bar are respectively abutted with the first moving body and the second moving body, and one end of the horizontal connecting piece is elastically connected with the first moving body, and the other ends of the dowel bar are elastically connected with the second moving body.
In some embodiments, the stress body comprises a first colloid ball, a second colloid ball, a middle force transmission colloid ball and a supporting rod, wherein the first colloid ball and the second colloid ball are symmetrically connected at the joint of the transverse steel bars and the longitudinal steel bars on two sides of the steel skeleton, through holes are formed in the first moving body and the second moving body, the first colloid ball and the second colloid ball are conveniently penetrated, the middle force transmission colloid ball is arranged between the first colloid ball and the second colloid ball, two supporting rods are symmetrically arranged, one end of each supporting rod is respectively connected with the first colloid ball and the second colloid ball, and the other end of each supporting rod is connected with the middle force transmission colloid ball; and/or the stress body comprises an end colloid block, a middle force transmission colloid ball and a supporting rod, wherein the end colloid block and the first moving body or the second moving body are jointly arranged at the joint of the transverse steel bars and the longitudinal steel bars close to one side of the antiknock compartment, the middle force transmission colloid ball is arranged between the first moving body and the second moving body and is connected with the force transmission rod, one end of the supporting rod is connected with the end colloid block, and the other end of the supporting rod is connected with the middle force transmission colloid ball.
In some embodiments, the wall panel-wall panel rollover prevention device is formed by two vertically long pyramids that are butted together.
In some embodiments, the side-turning prevention device for wallboard-top plate comprises a connecting main rod and a plurality of inclined support side rods, wherein two ends of the connecting main rod are respectively connected with the side-turning prevention device for wallboard-wallboard at the joint of two adjacent buffer wallboards correspondingly, one ends of the inclined support side rods are connected with the connecting main rod, and the other ends of the inclined support side rods are connected with the buffer top plate.
In some embodiments, the protective cover is a colloid protective cover, and the inner and outer surfaces of the colloid protective cover are coated with a layer of fireproof material.
The invention also provides an installation method of the buffer protection device, which comprises the following steps: s10: determining the size of an antiknock compartment, binding a buffer wallboard and a steel framework of a buffer top plate; s20: installing the elastic support piece and the buffer component at corresponding intersection points of the steel skeleton in the process of binding the steel skeleton of the buffer wallboard and the buffer top plate; s30: binding and connecting the steel skeleton of the buffer wallboard with the elastic supporting piece and the buffer member and the steel skeleton of the buffer top plate; s40: the protective cover is arranged on the outer surface of the bound steel skeleton; s50: and correspondingly installing the wallboard-wallboard rollover prevention device and the wallboard-roof rollover prevention device at the joints of the buffer wallboard and the buffer roof and the buffer wallboard on two adjacent sides.
The invention also provides an antiknock compartment, and the periphery of the antiknock compartment is provided with the buffer protection device.
Compared with the prior art, the invention has the beneficial effects that: the buffer protection device for the explosion-proof compartment can effectively prevent secondary injury of concrete collapse blocks of the explosion-proof compartment to personnel under the action of explosion impact, can also effectively prevent bending and shearing damage of a wallboard, can play a role in integrally reinforcing the explosion-proof compartment, and reduces the possibility of bending and shearing damage of the explosion-proof compartment.
The elastic supporting piece is arranged in the stress weak areas of the buffer wallboard and the buffer top plate, namely, the stress weak areas are arranged at corresponding intersection points of the steel skeleton, and the end parts of the buffer wallboard are resisted to be sheared and damaged through the buffer action of the elastic body and the tensioning action of the supporting rods.
The buffer component is arranged in the stress weak areas of the buffer wallboard and the buffer top plate, namely, the stress weak areas are arranged at the corresponding intersection points of the steel framework, the buffer component is firstly subjected to the action of explosion shock waves through the stress body, is transferred to the middle force transfer colloid ball through the support rod after being subjected to the action of the explosion shock waves, is intensively dispersed after being subjected to the stress, and is transferred to the first moving body and the second moving body through the force transfer rod, and the first moving body and the second moving body perform reciprocating motion, so that the buffer wallboard and the buffer floor slab are resisted from bending damage.
It should be understood that the implementation of any of the embodiments of the invention is not intended to simultaneously possess or achieve some or all of the above-described benefits.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It will be apparent to those skilled in the art from this disclosure that the drawings described below are merely exemplary and that other embodiments may be derived from the drawings provided without undue effort.
The structures, proportions, sizes, etc. shown in the present specification are shown only for the purposes of illustration and description, and are not intended to limit the scope of the invention, which is defined by the claims, but rather by the claims.
FIG. 1 is a schematic view of the overall structure of a buffer protection device of an antiknock compartment according to some embodiments of the present invention;
FIG. 2 is a schematic view of the overall structure of a buffer wall panel according to some embodiments of the present invention;
FIG. 3 is a schematic view of the overall structure of a top buffer plate according to some embodiments of the present invention;
FIG. 4 is a schematic view showing the overall structure of a cushioning member according to an embodiment of the present invention;
FIG. 5 is a schematic view showing the overall structure of a cushioning member according to another embodiment of the present invention;
FIG. 6 is a schematic illustration of a wallboard-wallboard rollover prevention apparatus and a wallboard-roof rollover prevention apparatus connection in accordance with some embodiments of the present invention.
Reference numerals illustrate:
1-a first side wall buffer wall panel; 2-a second side wall buffer wallboard; 3-a rear wall buffer wallboard; 4-a buffer top plate; 5-elastic support; 6-a cushioning member; 7-wallboard-roof rollover prevention device; 8-wallboard rollover prevention device; 9-a base connection; 10-first colloid balls; 10-1-end colloid block; 11-second colloidal spheres; 12-a middle force transmission colloid ball; 13-supporting rods; 14-a dowel bar; 15-gum buffer bars; 16-a protective cover; 17-a steel skeleton; 18-a first mobile body; 19-a second mobile body.
Like or corresponding reference characters indicate like or corresponding parts throughout the several views.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the embodiments of the present invention will be described in further detail with reference to the embodiments and the accompanying drawings. The exemplary embodiments of the present invention and their descriptions herein are for the purpose of explaining the present invention, but are not to be construed as limiting the invention.
In the present invention, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communicated with the inside of two elements or the interaction relationship of the two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art according to the specific circumstances.
It should be understood that the terms "comprises/comprising," "consists of … …," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a product, apparatus, process, or method that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such product, apparatus, process, or method as desired. Without further limitation, an element defined by the phrases "comprising/including … …," "consisting of … …," and the like, does not exclude the presence of other like elements in a product, apparatus, process, or method that includes the element.
It is further understood that the terms "upper," "lower," "front," "rear," "left," "right," "top," "bottom," "inner," "outer," and the like are used in an orientation or positional relationship based on that shown in the drawings, merely to facilitate describing the present invention and to simplify the description, and do not indicate or imply that the devices, components, or structures referred to must have a particular orientation, be configured or operated in a particular orientation, and are not to be construed as limiting the present invention.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present invention, the meaning of "a plurality" is two or more, unless explicitly defined otherwise.
Under the action of explosion load, the antiknock room mainly generates bending damage and shearing damage to each wall and each plate, so that the collapse of the concrete blocks mainly occurs in the bending area in the middle of the wall plate and the shearing area at the end part of the wall plate. The buffer protection device provided by the invention can strengthen the protection of the area, prevent the caving concrete from injuring personnel, and simultaneously can also play a role in integrally reinforcing the antiknock compartment, so that the possibility of bending and shearing damage of the antiknock compartment is reduced.
The implementation of the present invention will be described in detail with reference to the preferred embodiments.
As shown in fig. 1, the present invention proposes a buffer protection device for an antiknock compartment, which is disposed outside the antiknock compartment and includes a buffer wall panel, a buffer top panel 4, a wall panel-wall panel rollover prevention device 8, and a wall panel-top panel rollover prevention device 7.
The device can be arranged outside the antiknock compartment at a certain distance, so that the impact force of the shock wave can be reduced, and the device can be arranged close to the outer wall of the antiknock compartment.
Specifically, the buffer wallboard comprises a first side wall buffer wallboard 1, a second side wall buffer wallboard 2 and a rear wall buffer wallboard 3. The back wall buffering wallboard 3 is connected with first side wall buffering wallboard 1 and second side wall buffering wallboard 2 respectively along both sides to it is good that three enclose, and one side is opened, can prevent effectively that concrete wall from splashing and caving in and causing the injury to personnel.
The first side wall buffer wallboard 1, the second side wall buffer wallboard 2 and the rear wall buffer wallboard 3 are respectively arranged corresponding to the two side walls and the rear wall of the antiknock compartment.
The invention only sets the buffer wall boards along the left side, the right side and the back side, but not along the front side, because the front side is the explosion venting surface of the explosion-proof compartment, the explosion venting surface is mainly protected by the explosion-proof screen yard arranged in front of the explosion-proof compartment, and the corner position of the side surface of the explosion-proof compartment is generally provided with a control room, and the first side wall buffer wall board 1, the second side wall buffer wall board 2 and the back wall buffer wall board 3 provided by the invention are mainly used for protecting personnel in the control room.
According to the invention, the corresponding buffer wallboard is arranged according to specific requirements, so that the raw materials can be saved, the construction efficiency is improved, and meanwhile, the antiknock protection can be effectively carried out.
Referring to fig. 2, each of the buffering wall panels includes a steel skeleton 17, a protective cover 16, a plurality of elastic supports 5, and a plurality of buffering members 6. Wherein the protective cover 16 is coated on the outer surface of the steel skeleton 17, and can be used for blocking fine crushed concrete of explosion-proof room collapse.
A plurality of elastic supports 5 are provided on at least a portion of the nodes of the steel skeleton 17 in a lateral support manner, which can improve the shear resistance of the shock absorbing wall panel under the action of the blast shock wave. The plurality of buffer members 6 are arranged on at least one other part of the nodes of the steel skeleton 17 along the transverse support, so that the bending resistance of the buffer wallboard under the action of shock waves can be improved, and when the buffer wallboard is damaged by bending, the buffer wallboard can be effectively restored to the original position.
It will be readily appreciated that the nodes herein refer to points of weakness in the wallboard that are points of weld of the steel skeleton 17.
The buffer top plate 4 is arranged along the top of the buffer wallboard and is respectively connected and fixed with the first side wall buffer wallboard 1, the second side wall buffer wallboard 2 and the rear wall buffer wallboard 3. The buffer top plate 4 can effectively prevent the concrete blocks which are caving after the explosion-proof room is broken from caving along the top, and plays a role in integrally reinforcing the explosion-proof room.
Referring to fig. 3, the buffering top plate 4 has the same specific structure as the buffering wall plate, and comprises a steel skeleton 17, a protecting cover 16, a plurality of elastic supporting pieces 5 and a plurality of buffering members 6. And the protective cover 16 is coated on the outer surface of the steel skeleton 17, so that fine crushed concrete of explosion-proof room collapse can be blocked. A plurality of elastic supports 5 are vertically supported on at least a portion of the nodes of the steel skeleton 17, so as to improve the shearing resistance of the buffer roof 4 under the action of the blast shock wave.
The plurality of buffer members 6 are vertically supported and arranged on at least one other part of the nodes of the steel skeleton 17, so that the bending resistance of the buffer top plate 4 under the action of shock waves can be improved, and when the buffer top plate 4 is damaged by bending, the buffer top plate 4 can be effectively restored to the original position.
In some embodiments, the steel skeleton 17 is bound and welded by transverse and longitudinal steel bars into a rectangular frame body, and the intersections of the transverse and longitudinal steel bars in the rectangular frame body are joined by spot welding.
The buffer wallboard and the buffer top plate 4 are bound and connected by adopting the corresponding steel bars of the steel skeleton 17.
Preferably, the transverse steel bars and the longitudinal steel bars are round section steel bars, and the surfaces of the round section steel bars are coated with anti-corrosion paint, so that corrosion of water vapor in the atmosphere to the steel skeleton is prevented, and the overall stability of the wall surface and the top plate is influenced.
In some embodiments, since the intersection point of the transverse steel bars and the longitudinal steel bars of the steel skeleton 17 is a stress weak area, bending damage and shearing damage easily occur, the elastic supporting piece 5 and the buffer member 6 of the present invention are all arranged along the intersection point of the transverse steel bars and the longitudinal steel bars of the steel skeleton 17, so as to comprehensively promote the bending shearing force of the wallboard and the top plate.
Referring to fig. 1 to 3, the elastic supports 5 and the buffering members 6 are disposed in rows at the crossing points of the transverse and longitudinal reinforcing bars of the buffering wallboard and the buffering roof 4, and the elastic supports 5 and the buffering members 6 are disposed at intervals in rows.
The spacing arrangement, the atress is more balanced, is convenient for cushion wallboard and 4 better resist the bending damage and the shearing damage that it suffered of buffering roof.
In the present invention, the rows of elastic supporting members 5 and the buffer members 6 may be uniformly arranged at a certain distance along the intersection points of the transverse reinforcing bars and the longitudinal reinforcing bars of the buffer wallboard and the buffer top plate 4, or may be arranged in close proximity to the intersection points corresponding to the rows without being spaced apart, and the specific arrangement form is not particularly limited.
In some embodiments, the elastic supporting piece 5 has two ends of elastic body and a middle of supporting rod, the two sides of the elastic body corresponding to the steel skeleton 17 are connected at the intersection point of the transverse and longitudinal steel bars, the supporting rod is arranged in the steel skeleton 17, and the two ends of the supporting rod are respectively connected with the elastic body.
In the invention, the connection between the elastic body and the supporting rod can be realized by arranging a connecting hole slightly smaller than the diameter of the supporting rod on the elastic body and directly inserting the supporting rod into the connecting hole for plug connection or other connection modes.
The bracing piece plays the effect of drawknot muscle, can improve the shear capacity of buffering wallboard and buffering roof 4, and the elastomer is used for directly bearing the impact force of the concrete piece that antiknock room falls, cushions the impact force, and both combine the use can guarantee the rigidity of buffering wallboard and buffering roof 4, also can guarantee the toughness of buffering wallboard and buffering roof 4 simultaneously.
Further, the elastic body is a colloid sphere. Preferably, an operation hole (not shown in the figure) is reserved at the position of the outer side of the colloid sphere corresponding to the intersection point of the transverse steel bars and the longitudinal steel bars, so that the intersection point of the transverse steel bars and the longitudinal steel bars can be subjected to spot welding connection.
In some embodiments, cushioning member 6 comprises a first mobile body 18, a second mobile body 19, a force-receiving body, a dowel 14, and a horizontal connector. Wherein the middle parts of the first moving body 18 and the second moving body 19 are provided with splicing holes (not shown in the figure) along the transverse direction and the longitudinal direction, so as to facilitate the insertion of the transverse reinforcing steel bars and the longitudinal reinforcing steel bars of the steel skeleton 17. The first moving body 18 and the second moving body 19 are symmetrically connected at the intersection point of the transverse steel bars and the longitudinal steel bars at two sides of the steel framework 17 through the inserting holes, the stress body is connected with the steel framework 17 and is used for directly bearing the impact force of concrete blocks falling into an antiknock compartment, the dowel bar 14 is provided with a plurality of dowel bars, one ends of the dowel bars are respectively connected with the stress body, the other ends of the dowel bars are respectively abutted to the first moving body 18 and the second moving body 19, the horizontal connecting piece is used as a member for connecting the first moving body 18 and the second moving body 19, one ends of the horizontal connecting piece are in sliding connection with the first moving body 18, and the other ends of the horizontal connecting piece are in sliding connection with the second moving body 19.
The force-receiving body directly bears the impact force of the concrete blocks which are broken and fall down after the explosion-proof compartment is broken, and distributes the force through the dowel bar 14 after the impact wave is acted, the dowel bar 14 transmits the force to the first moving body 18 and the second moving body 19 and drives the first moving body 18 and the second moving body 19 to move along two sides, the steel skeleton 17 generates inward elastic force after being pulled, and the elastic force drives the first moving body 18 and the second moving body 19 to move along the inner side again, so that the reciprocating motion is carried out. The device is stopped by the reciprocating motion of the first moving body 18 and the second moving body 19 until the force is lost, so as to achieve the effect of buffering the explosion shock wave.
In some embodiments, the first moving body 18 and the second moving body 19 are both U-shaped members, and the two U-shaped members are buckled.
In a specific embodiment, referring to fig. 4, the stress body includes a first colloid ball 10, a second colloid ball 11, a middle force transmission colloid ball 12 and a supporting rod 13, wherein two vertically arranged inserting holes (not shown in the figure) are arranged on the first colloid ball 10 and the second colloid ball 11, so as to facilitate the insertion of the transverse steel bars and the longitudinal steel bars of the steel skeleton 17. The first colloid ball 10 and the second colloid ball 11 are symmetrically connected at the intersection point of transverse steel bars and longitudinal steel bars on two sides of the steel framework 17 through inserting holes, penetrating holes are formed in the middle of the first movable body 18 and the middle of the second movable body 19, the first colloid ball 10 and the second colloid ball 11 are conveniently penetrated, the middle force transmission colloid ball 12 is arranged between the first colloid ball 10 and the second colloid ball 11, the middle force transmission colloid ball 12 is connected with the force transmission rod 14, two support rods 13 are symmetrically arranged, one ends of the support rods are respectively connected with the first colloid ball 10 and the second colloid ball 11, and the other ends of the support rods are connected with the middle force transmission colloid ball 12.
The diameter size of the penetrating hole is not smaller than the diameter sizes of the first colloid ball 10 and the second colloid ball 11, so that the first moving body 18 and the second moving body 19 can conveniently reciprocate after being subjected to explosion impact.
The first colloid ball 10 or the second colloid ball 11 directly bears the action of the explosion shock wave, and after the action of the explosion shock wave, the first colloid ball or the second colloid ball is transmitted to the middle force transmission colloid ball 12 through the supporting rod 13, the middle force transmission colloid ball 12 is intensively dispersed after being stressed, and the middle force transmission colloid ball is transmitted to the first moving body 18 and the second moving body 19 through the force transmission rod 14, so that the first moving body 18 and the second moving body 19 reciprocate to achieve the buffering action.
In another specific embodiment, referring to fig. 5, the stress body includes an end colloid block 10-1, a middle force transmission colloid ball 12 and a supporting rod 13, wherein the end colloid block 10-1 is disposed on the steel skeleton 17 near one side of the antiknock compartment, two vertically disposed inserting holes are disposed on the end colloid block 10-1, so as to facilitate the insertion of the transverse steel bars and the longitudinal steel bars of the steel skeleton 17, and the end colloid block 10-1 is correspondingly disposed in the middle of the first moving body 18 or the second moving body 19, in this embodiment, since the first moving body 18 is disposed near one side of the antiknock compartment, the middle of the first moving body 18 is provided with a mounting hole, and the end colloid block 10-1 is correspondingly disposed in the mounting hole of the first moving body 18 and is connected to the same node of the steel skeleton 17 as the first moving body 18.
The middle force transmission colloid ball 12 is arranged between the first moving body 18 and the second moving body 19, the middle force transmission colloid ball 12 is connected with the force transmission rod 14, one end of the supporting rod 13 is connected with the end colloid block 10-1, and the other end is connected with the middle force transmission colloid ball 12.
The size of the mounting hole is not smaller than that of the end colloid block 10-1, so that the end colloid block 10-1 can be conveniently separated along the first moving body 18, and the first moving body 18 can reciprocate after being subjected to explosion impact.
In this embodiment, the end colloid block 10-1 directly receives the action of the explosion shock wave, and after receiving the action of the explosion shock wave, the end colloid block is transferred to the middle force transmission colloid ball 12 through the support rod 13, the middle force transmission colloid ball 12 is intensively dispersed after being stressed, and is transferred to the first moving body 18 and the second moving body 19 through the force transmission rod 14, so that the first moving body 18 and the second moving body 19 reciprocate to achieve the buffering action.
In some embodiments, the horizontal connecting pieces are horizontal connecting steel plates, two horizontal connecting steel plates are symmetrically arranged at two sides of the middle force transmission colloid ball 12, two ends of the two horizontal connecting steel plates can be movably connected with the ends of the first moving body 18 and the second moving body 19 directly, and elastic pieces can be arranged along two ends of the two horizontal connecting steel plates and are elastically connected with the corresponding first moving body 18 and the second moving body 19 through the elastic pieces.
Preferably, referring to fig. 4 and 5, a gum buffering horizontal bar 15 is arranged in the middle of each horizontal connecting steel plate, so that rigidity damage to the horizontal connecting steel plates caused when the first moving body 18 and the second moving body 19 move along one side of the gum buffering horizontal bar 15 is effectively avoided, and overall buffering capacity is improved.
In some embodiments, the dowel bars 14 are steel round tubes with 4 cross-wise X-shaped set on the center dowel gel ball 12.
It is easy to understand that the connection between the steel round tube and the colloid ball is generally along the colloid ball with a hole with a diameter slightly smaller than that of the steel round tube, and the steel round tube is inserted into the hole to be in interference fit with the colloid ball.
Referring to fig. 1 and 6, the side-turning preventing device 8 is vertically arranged at the joint of two adjacent buffer wallboards, so as to improve the connection strength between the adjacent buffer wallboards, improve the overall stability of the buffer wallboards, and simultaneously can be used for buffering the shearing damage suffered by the left side and the right side of the buffer wallboards.
Further, the wall plate-wall plate rollover prevention device 8 is formed by butt joint of two vertical long-pyramid bodies. On one hand, the long pyramid has the function of stabilizing the whole device, and on the other hand, the two butted long pyramids can be opened and closed after being subjected to the action of shock waves, so that a better buffering effect is achieved.
The butt joint of the two vertical long pyramids is not welded, a certain gap exists, the two vertical long pyramids are conveniently opened and closed after being subjected to the action of shock waves, and the rest positions are respectively connected with the adjacent buffer wallboards through welding.
With continued reference to fig. 1 and 6, the side-turning preventing device 7 for wallboard-top board is supported and arranged at the joint of the buffer top board 4 and the buffer wallboard, so as to improve the connection strength of the top board and the wallboard, improve the overall stability of the buffer protection device, and simultaneously can be used for buffering the shearing damage suffered by the top end of the buffer wallboard.
Further, the side-turning preventing device 7 for the wall-roof comprises a connecting main rod and a plurality of inclined support side rods. Wherein, the two ends of the connecting main rod are respectively connected and fixed with the wallboard-wallboard rollover prevention device 8 at the joint of the two adjacent buffer wallboards correspondingly, one ends of a plurality of inclined support side rods are connected with the connecting main rod, and the other ends are connected with the buffer top plate 4.
In some embodiments, the wall-roof rollover prevention device 7 further comprises an adapter device disposed on the steel skeleton 17 of the cushioned wall panel in correspondence to the bottom ends of the plurality of diagonal support side bars. The switching device can bear the pressure applied to the buffer wallboard after the wallboard-roof rollover prevention device 7 receives explosion impact load, so that the buffer wallboard is prevented from being bent and damaged.
Preferably, the adapter is formed by butt joint of two transverse long pyramids, the butt joint is tightly attached, and the bottom edge and the top edge of the butt joint position of the long pyramids are welded and fixed with the steel skeleton 17.
The butt joint of the two transverse long pyramids is not welded, a certain gap exists, and the butt joint is convenient to open and close after being pressed by the wallboard-top plate rollover prevention device 7, so that a better buffering effect is achieved.
Preferably, the switching device is made of nickel-titanium memory alloy material, so that yield can be generated first, and the damage of the corner is protected.
In some embodiments, the protective cover is a gel protective cover which can withstand high temperatures, but since very high temperatures are generated instantaneously after an explosion occurs, the mere use of a gel protective film is certainly not tolerated, so that fireproof materials are coated on the outer surface and the inner surface of the gel protective film so as to form a stable gel protective cover and prevent premature loss of service performance.
It should be understood that the colloid protection cover may be integrally sleeved on the outer surface of the steel skeleton 17, or may be provided with a plurality of blocks, and each block is installed along a square lattice formed by transverse steel bars and longitudinal steel bars. Specific installation forms the invention is not limited to ensure that one skilled in the art can realize the invention.
In some embodiments, the buffer protection device further comprises a base connecting piece 9, and the base connecting piece 9 is arranged at the bottom of the buffer wallboard and is used for being connected and fixed with the ground, so as to play a role in stabilizing the buffer protection device.
Preferably, the base connecting piece 9 is a plurality of threaded steel bars, and the friction force of the threaded steel bars can be increased when the threaded steel bars are inserted into the ground, so that the base connecting piece is fixed with the ground more firmly. The ground is corresponding to a plurality of threaded steel bars and is drilled with steel bar holes with a certain depth, and the threaded steel bars are inserted into the threaded holes and fixed by casting concrete.
Preferably, the base connector 9 may be other members that facilitate a secure connection to the ground.
The buffering protection device formed by the buffering wallboard, the buffering top plate, the wallboard-wallboard rollover prevention device, the wallboard-top plate rollover prevention device and the basic connecting piece can effectively prevent secondary injury to personnel caused by concrete caving blocks of the antiknock compartment under the action of explosion shock waves, and the device is tightly attached to the periphery of the antiknock compartment, so that bending and shearing damage of the wallboard can be effectively prevented to a certain extent.
It should be appreciated that secondary injury herein is in contrast to the direct primary injury to personnel caused by an explosive shock wave. The explosion shock wave can directly cause primary injury to personnel, and when the explosion shock wave acts on concrete to cause the collapse of reinforced concrete, the injury caused by the collapse concrete on the personnel at the moment belongs to secondary injury.
The invention also provides an installation method comprising the buffer protection device, which comprises the following specific steps:
s10: after the size of the antiknock compartment is determined, the steel skeleton of the buffer wallboard and the buffer roof is bound.
S20: in the process of binding the steel frameworks of the buffer wallboard and the buffer roof, the elastic supporting piece and the buffer member are installed at corresponding intersection points of the steel frameworks.
S30: and binding and connecting the steel skeleton of the buffer wallboard provided with the elastic supporting piece and the buffer member and the steel skeleton of the buffer top plate.
The binding connection here refers to the binding connection between the buffer wall plate and between the buffer wall plate and the buffer top plate.
S40: and installing the protective cover on the outer surface of the bound steel skeleton.
S50: the wallboard-wallboard rollover prevention device and the wallboard-roof rollover prevention device are correspondingly arranged at the joints of the buffer wallboards on the two adjacent sides and the buffer roof and the buffer wallboards.
Further, the elastic supporting piece comprises two colloid balls and a steel round tube.
When in specific connection, the transverse steel bars and the longitudinal steel bars respectively pass through the two colloid spheres, and then the two colloid spheres are correspondingly inserted into the steel round tubes to connect the two adjacent colloid spheres.
Further, the buffer component comprises a first moving body, a second moving body, a first colloid ball, a second colloid ball, a middle force transmission colloid ball, a supporting rod, a force transmission rod and a horizontal connecting piece.
When the device is specifically connected, the first colloid ball and the second colloid ball are correspondingly arranged in the penetrating holes formed in the middle of the first moving body and the second moving body, the transverse reinforcing steel bars and the longitudinal reinforcing steel bars correspondingly penetrate through the first moving body and the first colloid ball and correspondingly penetrate through the second moving body and the second colloid ball, then the middle force transmission colloid ball is arranged in the middle of the first moving body and the second moving body, the support rods are connected with the middle force transmission colloid ball, the first colloid ball and the second colloid ball, and the force transmission rods are connected with the middle force transmission colloid ball and are in butt joint with the first moving body and the second moving body.
The horizontal connecting piece is used for elastically connecting the first moving body and the second moving body which are oppositely arranged, so that the first moving body and the second moving body can reciprocate after being subjected to explosive impact load, impact force is buffered, and the wallboard can be effectively restored to the original shape when the wallboard and the board are bent and damaged.
The invention also provides an antiknock compartment, and the periphery of the antiknock compartment is provided with the buffer protection device. The anti-knock room can include wallboard, roof, and buffer protection device's buffering wallboard (first side wall buffering wallboard 1, second side wall buffering wallboard 2 and back wall buffering wallboard 3) sets up at the wallboard periphery, and buffer protection device's buffering roof 4 sets up at the roof periphery, prevents turning on one's side device 8 and wallboard-roof and prevents turning on one's side device 7 through wallboard-wallboard, can set up at a certain distance apart, also can hug closely the outer wall setting of anti-knock room.
The foregoing description of embodiments of the invention has been presented for purposes of illustration and description, and is not intended to be exhaustive or limited to the embodiments disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art without departing from the scope and spirit of the various embodiments described. The terminology used herein was chosen in order to best explain the principles of the embodiments, the practical application, or the technical improvements in the marketplace, or to enable others of ordinary skill in the art to understand the embodiments disclosed herein.
While several specific implementation details are included in the above discussion, these should not be construed as limiting the scope of the invention. Certain features that are described in the context of separate embodiments can also be implemented in combination in a single implementation. Conversely, various features that are described in the context of a single implementation can also be implemented in multiple implementations separately or in any suitable subcombination.
Claims (11)
1. The utility model provides a buffering protection device of antiknock room which characterized in that, this device is used for setting up outside antiknock room, includes:
the buffering wallboard comprises a steel framework, a protective cover, a plurality of elastic supporting pieces and a plurality of buffering members, wherein the protective cover is wrapped on the outer surface of the steel framework, the elastic supporting pieces are supported and arranged on at least one part of nodes of the steel framework, and the buffering members are supported and arranged on at least one other part of nodes of the steel framework;
the buffering top plate comprises a steel framework, a protective cover, a plurality of elastic supporting pieces and a plurality of buffering members, wherein the protective cover is wrapped on the outer surface of the steel framework, the elastic supporting pieces are supported and arranged on at least one part of nodes of the steel framework, and the buffering members are supported and arranged on at least one other part of nodes of the steel framework;
the wallboard-wallboard rollover prevention device is vertically arranged at the joint of the buffer wallboards on the two adjacent sides and is connected with the buffer wallboards on the two adjacent sides;
the wallboard-roof rollover prevention device is supported and arranged at the joint of the buffer wallboard and the buffer roof and is used for connecting the buffer wallboard and the buffer roof.
2. The cushioning protection device of claim 1, wherein the steel skeleton is formed of transverse and longitudinal rebar in transverse and longitudinal ties, and the transverse and longitudinal rebar are spot welded at a connection node.
3. The buffer protection device according to claim 2, wherein the elastic supporting member has elastic bodies at both ends and supporting bars in the middle, the elastic bodies are connected to the joints of the transverse and longitudinal steel bars at both sides corresponding to the steel skeleton, the supporting bars are disposed at the inner side of the steel skeleton, and both ends of the supporting bars are respectively connected to the elastic bodies.
4. A buffer protection device according to claim 3, wherein the elastic body is a colloid sphere, and an operation hole is reserved at the position of the outer side of the colloid sphere corresponding to the intersection point of the transverse steel bar and the longitudinal steel bar for spot welding connection of the transverse steel bar and the longitudinal steel bar.
5. The buffer protection device according to claim 2, wherein the buffer member comprises a first moving body, a second moving body, a stress body, a dowel bar and a horizontal connecting piece, wherein the first moving body and the second moving body are symmetrically connected at the joints of transverse and longitudinal steel bars on two sides of the steel skeleton, the stress body is connected with the steel skeleton, the dowel bar is provided with a plurality of dowel bars, one ends of the dowel bar are respectively connected with the stress body, the other ends of the dowel bar are respectively abutted with the first moving body and the second moving body, one ends of the horizontal connecting piece are elastically connected with the first moving body, and the other ends of the horizontal connecting piece are elastically connected with the second moving body.
6. The buffer protection device according to claim 5, wherein the stress body comprises a first colloid ball, a second colloid ball, a middle force transmission colloid ball and a supporting rod, the first colloid ball and the second colloid ball are symmetrically connected at the joint of the transverse steel bars and the longitudinal steel bars on two sides of the steel skeleton, through holes are formed in the first moving body and the second moving body, the first colloid ball and the second colloid ball are conveniently penetrated, the middle force transmission colloid ball is arranged between the first colloid ball and the second colloid ball, the two supporting rods are symmetrically arranged, one end of each supporting rod is connected with the first colloid ball and the second colloid ball, and the other end of each supporting rod is connected with the middle force transmission colloid ball; and/or
The stress body comprises an end colloid block, a middle force transmission colloid ball and a supporting rod, wherein the end colloid block and the first moving body or the second moving body are jointly arranged at the joint of the transverse steel bars and the longitudinal steel bars close to one side of the antiknock compartment, the middle force transmission colloid ball is arranged between the first moving body and the second moving body and is connected with the force transmission rod, one end of the supporting rod is connected with the end colloid block, and the other end of the supporting rod is connected with the middle force transmission colloid ball.
7. The cushioning protection device of claim 1, wherein the wall-panel rollover prevention device is formed by two vertically long pyramids abutting.
8. The buffer protection device according to claim 1, wherein the wallboard-roof rollover prevention device comprises a connecting main rod and a plurality of inclined support side rods, two ends of the connecting main rod are respectively connected with the wallboard-wallboard rollover prevention device at the joint of two adjacent buffer wallboards correspondingly, one ends of the inclined support side rods are connected with the connecting main rod, and the other ends of the inclined support side rods are connected with the buffer roof.
9. The cushioning protection device of claim 1, wherein the protective cover is a gel protective cover, and wherein the inner and outer surfaces of the gel protective cover are coated with a layer of fire-resistant material.
10. A method of installing a buffer protection device according to any one of claims 1 to 9, comprising the steps of:
s10: determining the size of an antiknock compartment, binding a buffer wallboard and a steel framework of a buffer top plate;
s20: installing the elastic support piece and the buffer component at corresponding intersection points of the steel skeleton in the process of binding the steel skeleton of the buffer wallboard and the buffer top plate;
s30: binding and connecting the steel skeleton of the buffer wallboard with the elastic supporting piece and the buffer member and the steel skeleton of the buffer top plate;
s40: the protective cover is arranged on the outer surface of the bound steel skeleton;
s50: and correspondingly installing the wallboard-wallboard rollover prevention device and the wallboard-roof rollover prevention device at the joints of the buffer wallboard and the buffer roof and the buffer wallboard on two adjacent sides.
11. An antiknock compartment characterized in that the periphery is provided with a buffer protection device according to any one of claims 1 to 9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311541956.8A CN117248643B (en) | 2023-11-20 | 2023-11-20 | Buffer protection device of antiknock compartment, installation method of buffer protection device and antiknock compartment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311541956.8A CN117248643B (en) | 2023-11-20 | 2023-11-20 | Buffer protection device of antiknock compartment, installation method of buffer protection device and antiknock compartment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN117248643A true CN117248643A (en) | 2023-12-19 |
| CN117248643B CN117248643B (en) | 2024-02-06 |
Family
ID=89126851
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202311541956.8A Active CN117248643B (en) | 2023-11-20 | 2023-11-20 | Buffer protection device of antiknock compartment, installation method of buffer protection device and antiknock compartment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN117248643B (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001003455A (en) * | 1998-05-29 | 2001-01-09 | Sekisui Chem Co Ltd | Building |
| JP2005155161A (en) * | 2003-11-26 | 2005-06-16 | Shinmaywa Engineerings Ltd | Collision attenuating structure |
| US8567153B1 (en) * | 2011-04-21 | 2013-10-29 | Spray Rock Llc | Composite concrete and framing system and method for building construction |
| RU2558822C1 (en) * | 2014-06-03 | 2015-08-10 | Олег Савельевич Кочетов | Explosion-proof damaged structure of building enclosure |
| CN212836046U (en) * | 2020-06-04 | 2021-03-30 | 中交第三公路工程局有限公司 | High strength concrete blast wall with shock-absorbing capacity |
| CN212866982U (en) * | 2020-06-18 | 2021-04-02 | 上海爵格工业工程有限公司 | Antiknock building |
| CN216587137U (en) * | 2021-11-28 | 2022-05-24 | 广东南方建设集团有限公司 | Low-carbon energy-saving light steel structure composite wallboard |
| CN217840457U (en) * | 2022-08-08 | 2022-11-18 | 兰陵县建居建筑装饰工程有限公司 | Construction structure of heat preservation wall |
| CN116592726A (en) * | 2023-05-22 | 2023-08-15 | 北京理工大学 | Explosion-proof and explosion-proof device for foamed aluminum alloy polyurethane composite material and processing method |
-
2023
- 2023-11-20 CN CN202311541956.8A patent/CN117248643B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001003455A (en) * | 1998-05-29 | 2001-01-09 | Sekisui Chem Co Ltd | Building |
| JP2005155161A (en) * | 2003-11-26 | 2005-06-16 | Shinmaywa Engineerings Ltd | Collision attenuating structure |
| US8567153B1 (en) * | 2011-04-21 | 2013-10-29 | Spray Rock Llc | Composite concrete and framing system and method for building construction |
| RU2558822C1 (en) * | 2014-06-03 | 2015-08-10 | Олег Савельевич Кочетов | Explosion-proof damaged structure of building enclosure |
| CN212836046U (en) * | 2020-06-04 | 2021-03-30 | 中交第三公路工程局有限公司 | High strength concrete blast wall with shock-absorbing capacity |
| CN212866982U (en) * | 2020-06-18 | 2021-04-02 | 上海爵格工业工程有限公司 | Antiknock building |
| CN216587137U (en) * | 2021-11-28 | 2022-05-24 | 广东南方建设集团有限公司 | Low-carbon energy-saving light steel structure composite wallboard |
| CN217840457U (en) * | 2022-08-08 | 2022-11-18 | 兰陵县建居建筑装饰工程有限公司 | Construction structure of heat preservation wall |
| CN116592726A (en) * | 2023-05-22 | 2023-08-15 | 北京理工大学 | Explosion-proof and explosion-proof device for foamed aluminum alloy polyurethane composite material and processing method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN117248643B (en) | 2024-02-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US7188452B2 (en) | Sleeved bracing useful in the construction of earthquake resistant structures | |
| EP2606188B1 (en) | Improved building structure and method of making same | |
| US20210095461A1 (en) | Systems and methods for fabrication and use of brace designs for braced frames | |
| KR100635098B1 (en) | Girder bridge protection device using sacrifice means | |
| US20080022610A1 (en) | Composite energy absorbing structure | |
| US11136777B2 (en) | Seismic performance improvement of FRP-RC structures | |
| KR101705318B1 (en) | Window and door open type vibration control system between columns for building | |
| KR101372087B1 (en) | Strengthen method for steel frame structure using seismic control device | |
| KR100944363B1 (en) | Iron frame brace having bucking protection part | |
| CN117248643B (en) | Buffer protection device of antiknock compartment, installation method of buffer protection device and antiknock compartment | |
| JPS60250170A (en) | Gradual advance shock absorbing system for reducing earthquake load of building | |
| EP3535461B1 (en) | Blast protection wall | |
| CN111962707A (en) | Buckling restrained brace and energy dissipation plate's combination anti lateral force structure | |
| CN102635175B (en) | Multipurpose structural seismic resistance energy consumption connecting piece | |
| KR100540929B1 (en) | Girder bridge protection apparatus, sacrifice bracing, sacrifice bracing restrainer composing it and reinforcement construction method thereof | |
| JP2507596Y2 (en) | Composite structure | |
| JPH07119489B2 (en) | Impact force absorbing structure and its construction method | |
| CN108589956A (en) | Prefabricated buildings prestressing force antidetonation mounting structure | |
| CN110835956B (en) | Energy dissipation and shock absorption node for steel structure | |
| CN102400503A (en) | High-strength concrete steel plate sectional connection combined shear wall | |
| JP3533301B2 (en) | A frame with a built-in seismic damper and a frame with seismic columns | |
| DE102005022734A1 (en) | Method for earthquake proofing of building has self centering bearings between horizontal support plates | |
| JP4282199B2 (en) | Damping damper device | |
| JP6031632B1 (en) | Displacement limiting device used for seismic isolation structure and method of introducing pre-compression | |
| GB2262950A (en) | Reinforced concrete structure for shelters,strong rooms,etc. |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |