CN117926965A - Building shock attenuation roof structure - Google Patents
Building shock attenuation roof structure Download PDFInfo
- Publication number
- CN117926965A CN117926965A CN202410339358.0A CN202410339358A CN117926965A CN 117926965 A CN117926965 A CN 117926965A CN 202410339358 A CN202410339358 A CN 202410339358A CN 117926965 A CN117926965 A CN 117926965A
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- Prior art keywords
- frame
- base
- base frame
- footstock
- elastic
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- 230000035939 shock Effects 0.000 title claims description 10
- 230000007246 mechanism Effects 0.000 claims description 20
- 229920000742 Cotton Polymers 0.000 claims description 8
- 239000006260 foam Substances 0.000 claims description 4
- 230000013011 mating Effects 0.000 claims description 4
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 238000013016 damping Methods 0.000 abstract description 4
- 230000003139 buffering effect Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 5
- 239000004568 cement Substances 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 229920001821 foam rubber Polymers 0.000 description 2
- 208000014674 injury Diseases 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Classifications
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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
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
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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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to the technical field of building structures, in particular to a building damping roof structure, which comprises a base frame, a bridge-type top frame and a top plate, wherein cross-shaped matching grooves are formed in four corners of the base frame, straight-line matching grooves are formed in end corners of two side walls of the base frame, multiple groups of strip-shaped clamping grooves are fixedly arranged on two sides of the top of the base frame, a base frame is arranged on the top of the base frame, multiple groups of clamping strips are fixedly arranged on two sides of the bottom of the base frame.
Description
Technical Field
The invention relates to the technical field of building structures, in particular to a building damping roof structure.
Background
The assembled roof structure is formed by connecting prefabricated components in site installation, so that labor force can be effectively saved, the construction progress is quickened, and industrial production is facilitated.
The existing fabricated roof is generally formed by a plurality of cross beams and longitudinal beams, an OSB plate and a cement plate are filled in the steel structure frame, metal tiles or asphalt tiles are paved at the tops of the OSB plate and the cement plate, the structure cannot be rapidly assembled, the whole weight is heavy, the pressure on a bottom wall body is large, and therefore the earthquake resistance is poor when an earthquake occurs, meanwhile, in order to ensure the stability of the structure, the widths of the OSB plate and the cement plate at the bottom are larger than those of the top when the OSB plate and the cement plate are stacked in the steel structure frame, so that the overall roof structure is bulky, the earthquake resistance is reduced, and the production cost of the roof structure is improved.
Therefore, it is necessary to invent a building vibration-damping roof structure.
Disclosure of Invention
Therefore, the invention provides the building damping roof structure, the roof structure is assembled through the mortise and tenon structure, meanwhile, the bottom and the top of the roof structure are assembled through the bucket arch mechanism, the overall weight of the roof structure is reduced, the roof structure is convenient to disassemble and is convenient to install, the pressure of the overall roof structure on the top of the roof is small due to the light weight of the overall roof structure, and meanwhile, the overall roof structure is affected less when an earthquake occurs, so that the problems of heavy weight, complicated assembly and poor shock resistance of the existing assembled roof structure are solved.
In order to achieve the above object, the present invention provides the following technical solutions: the utility model provides a building shock attenuation roof structure, includes bed frame, bridge formula roof-rack and roof, cross mating groove has all been seted up in bed frame four corners department, a word mating groove has all been seted up in bed frame both sides wall end angle department, the equal fixed mounting in bed frame top both sides has multiunit bar draw-in groove, the bed frame top is equipped with the base frame, the equal fixed mounting in base frame bottom both sides has multiunit card strip, card strip and bar draw-in groove cooperation use and base frame and bed frame joint, the equal fixed mounting in base frame top both sides end angle department has the buffering bow seat, the clamping hole has all been seted up in buffering bow seat top and base frame top four corners department, multiunit clamping hole four corners department all is equipped with the jack, multiunit the clamping hole top all is equipped with the bucket arch mechanism.
Preferably, the bucket arch mechanism comprises a base, base bottom center department fixed mounting has the fixture block, the cotton and base contact of buffering of fixture block top outer wall cup joint, the fixture block is pegged graft with the draw-in hole, the cotton and draw-in hole perisporium contact of buffering, base top four corners department all rotates to be connected with the swivel mount, swivel mount outer end inner wall fixed mounting has the elastic column, the elastic column has the inclination setting, elastic column terminal wall fixed mounting has the foam-rubber cushion, base bottom four corners department all fixed mounting has the inserted column, the inserted column is pegged graft with the jack, the base top is equipped with the footstock, the cross draw-in groove has been seted up at the footstock top, equal fixed mounting in footstock bottom four corners department has the cooperation sleeve, the cooperation sleeve has the inclination setting, cooperation sleeve and elastic column sliding connection, the cooperation sleeve outer wall cup joints the spring, spring one end and cooperation sleeve top rigid coupling and spring other end and swivel mount bottom rigid coupling.
Preferably, the bottom of the base frame is provided with a cross top seat and a straight top seat, four groups of cross top seats and straight top seats are respectively connected with corresponding cross matching grooves and straight matching grooves in an inserting mode, and the bottoms of the four groups of cross top seats and the straight top seats are fixedly connected with the top of the roof.
Preferably, four feet at the bottom of the bridge type top frame are fixedly connected with the top of the base frame, top beams are fixedly arranged at the top of the bridge type top frame, oblique clamping grooves are formed in two sides of each top beam, four corners of the bottom surface of the top of the bridge type top frame are respectively clamped with cross clamping grooves at the tops of four groups of buffer bow seats, and a first matching chute and a second matching chute are respectively formed in the side walls at two ends of the middle of the bridge type top frame and the side walls at two ends of the bottom of the bridge type top frame.
Preferably, the cross draw-in groove joint that is located base frame four corners department top has same elastic frame, elastic frame both sides frame wall is located the inside and with buffer bow seat inner wall movable contact of two sets of buffer bow seats of this side respectively, equal fixed mounting in elastic frame top four corners department has the supporting shoe, cooperation chute three has all been seted up to supporting shoe top and elastic frame lateral wall, two sets of the equal joint of groove inner wall has the roof is gone into to the inclined clip, roof and cooperation chute one, cooperation chute two, cooperation chute three lateral wall fixed connection.
The beneficial effects of the invention are as follows:
The four cross footrests and the straight footrests are fixedly arranged at the top of the roof, so that the base frame is arranged at the top of the roof, the base frame is simultaneously arranged on the base frame by utilizing the clamping of the clamping strips and the strip-shaped clamping grooves, the bucket arch mechanism is arranged on the base frame and the buffer arch seats by matching the clamping blocks with the clamping strips, the inserting columns and the inserting holes, the elastic frames are obliquely arranged to be respectively positioned in the buffer arch seats at the two sides, the same side of the elastic frames are simultaneously clamped into the two groups of cross clamping grooves at the side of the top of the base frame, the elastic frames are arranged, the bottom surface of the top of the bridge type roof is clamped into the four groups of cross clamping grooves at the top of the buffer arch seats, the bridge type roof is simultaneously fixed on the base frame by bolts, the bridge type roof is finally clamped into the inclined clamping grooves, and bolts are arranged at the joints of the roof and the first inclined grooves, the second inclined grooves and the third inclined grooves.
The base is connected with the footstock through four groups of elastic columns, the spring, wherein the surface area of footstock is bigger than the base, the base can enlarge the area of contact of base frame and bridge type roof-rack, the elastic frame, the cooperation of four groups of cooperation sleeves and elastic column makes the base more stable to the support of footstock simultaneously, when the earthquake takes place, can transfer the vibration to four groups of elastic column on the base after the vibrations are transferred to the base, certain vibration force can be removed to the terminal foam-rubber cushion of elastic column simultaneously, simultaneously when the elastic column is transferred to the footstock on with vibrations, can make the elastic column take place relative displacement with the cooperation sleeve, thereby make the spring vibrate, resist certain amplitude, make base frame and top layer structure splice like the building blocks through the bucket arch mechanism, the more distant that the structure made the roof can extend, and make the base frame have elasticity with the connection between bridge type roof-rack, the buffer bow-rack and the elastic frame, the same reason, the elastic frame is by the elastic metal is formed, also can resist the earthquake through self vibrations, injury that can very big reduction.
Drawings
FIG. 1 is a schematic view of a roof structure according to the present invention;
FIG. 2 is a mounting block diagram of a top plate provided by the present invention;
FIG. 3 is a diagram illustrating the construction of the bridge roof rack according to the present invention;
Fig. 4 is a schematic structural view of a bridge roof frame according to the present invention;
FIG. 5 is a mounting block diagram of an elastic frame provided by the present invention;
FIG. 6 is a schematic structural diagram of an elastic frame according to the present invention;
FIG. 7 is an assembled and disassembled view of the bucket arch mechanism provided by the invention;
FIG. 8 is a diagram illustrating the installation of a base frame and a base frame according to the present invention;
FIG. 9 is a bottom view of the base frame and the base frame according to the present invention;
FIG. 10 is a diagram showing the installation structure of the cross top seat and the straight top seat provided by the invention;
FIG. 11 is a schematic structural view of a base frame according to the present invention;
FIG. 12 is a schematic view of an arch mechanism according to the present invention;
FIG. 13 is a bottom view of the bucket arch mechanism of the present invention;
Fig. 14 is a split view of a base provided by the present invention.
In the figure: the base frame 100, the cross fit groove 101, the straight fit groove 102, the strip-shaped clamping groove 103, the base frame 104, the clamping strip 105, the buffer bow seat 106, the clamping hole 107, the jack 108, the bucket arch mechanism 110, the base 111, the clamping block 112, the buffer cotton 113, the swivel base 114, the elastic column 115, the foam cushion 116, the inserting column 117, the spring 118, the top seat 120, the cross clamping groove 121, the fit sleeve 122, the cross top seat 130, the straight top seat 140, the bridge top frame 200, the top beam 210, the inclined clamping groove 211, the first fit chute 220, the second fit chute 230, the elastic frame 240, the support block 241, the third fit chute 242 and the top plate 300.
Detailed Description
The preferred embodiments of the present invention will be described below with reference to the accompanying drawings, it being understood that the preferred embodiments described herein are for illustration and explanation of the present invention only, and are not intended to limit the present invention.
Referring to fig. 1-14, the shock absorbing roof structure for a building provided by the invention comprises a base frame 100, a bridge type top frame 200 and a top plate 300, wherein cross matching grooves 101 are formed at four corners of the base frame 100, straight matching grooves 102 are formed at end corners of two side walls of the base frame 100, a plurality of groups of strip-shaped clamping grooves 103 are fixedly arranged at two sides of the top of the base frame 100, a base frame 104 is arranged at the top of the base frame 100, a plurality of groups of clamping strips 105 are fixedly arranged at two sides of the bottom of the base frame 104, the clamping strips 105 are matched with the strip-shaped clamping grooves 103 and the base frame 104 is clamped with the base frame 100, a buffer bow seat 106 is fixedly arranged at two side end corners of the top of the base frame 104, clamping holes 107 are formed at four corners of the top of the buffer bow seat 106 and the top of the base frame 104, jacks 108 are formed at four corners of the plurality of the groups of clamping holes 107, and a bucket arch mechanism 110 is arranged at the top of the plurality of groups of clamping holes 107.
Further, the bucket arch mechanism 110 comprises a base 111, a clamping block 112 is fixedly arranged at the center of the bottom of the base 111, the bucket arch mechanism 110 is mounted on the base frame 104 by matching with the clamping hole 107, buffer cotton 113 is sleeved on the outer wall of the top of the clamping block 112 and contacted with the base 111, the buffer cotton 113 can buffer vibration of the bucket arch mechanism 110, the clamping block 112 is spliced with the clamping hole 107, the buffer cotton 113 is contacted with the peripheral wall of the clamping hole 107, rotary base 114 is rotatably connected at four corners of the top of the base 111, an elastic column 115 is fixedly arranged on the inner wall of the outer end of the rotary base 114, the elastic column 115 is in slope arrangement, a foam cushion 116 is fixedly arranged at the end wall of the elastic column 115, when the impact force received by the elastic column 115 is large, a plug 117 is fixedly arranged at the four corners of the bottom of the base 111, the plug 117 is spliced with the plug jack 108, the plug 117 can play a limiting role on the bucket arch mechanism 110, the bucket arch mechanism 110 is fixed, the top of the base 111 is provided with a footstock 120, the top of the footstock 120 is provided with a cross clamping groove 121, four corners of the bottom of the footstock 120 are fixedly provided with a matching sleeve 122, the matching sleeve 122 is in inclination arrangement, the matching sleeve 122 is in sliding connection with the elastic column 115, when the footstock 120 is impacted, the spring 118 can absorb the impact force generated, meanwhile, relative displacement is generated between the matching sleeve 122 and the elastic column 115, the outer wall of the matching sleeve 122 is sleeved with the spring 118, one end of the spring 118 is fixedly connected with the top of the matching sleeve 122, the other end of the spring 118 is fixedly connected with the bottom of the swivel base 114, specifically, the base 111 is connected with the footstock 120 through four groups of elastic columns 115 and springs 118, wherein the surface area of the footstock 120 is larger than that of the base 111, the base 111 and the four groups of elastic columns 115 are equivalent to the bucket of the footstock 120, the footstock 120 is equivalent to the arch of the base 111, the combination of base 111 and footstock 120 can enlarge the area of contact of base frame 104 and top layer structure (bridge roof frame 200, elastic frame 240), and the cooperation of four sets of cooperation sleeves 122 and elastic column 115 makes the support of base 111 to footstock 120 more stable simultaneously, makes base frame 104 and top layer structure splice like the building blocks through the cooperation of "fight" and "hunch", has formed complicated structure and has made the farther that roof 300 can extend, and makes the connection of base frame 104 and bridge roof frame 200, the connection between buffering bow seat 106 and the elastic frame 240 have elasticity more, the injury that reduces the earthquake that can be very big.
Further, the bottom of the base frame 100 is provided with four groups of cross top seats 130 and straight top seats 140, the cross top seats 130 and the straight top seats 140 are respectively inserted into the corresponding cross matching grooves 101 and straight matching grooves 102, the cross top seats 130 and the straight top seats 140 provide support for the whole roof structure, the influence of bottom vibration on the whole roof structure is reduced by reducing the contact area with the roof, the bottoms of the four groups of cross top seats 130 and the straight top seats 140 are fixedly connected with the roof top, the roof top is connected with the roof structure through the cross top seats 130 and the straight top seats 140, specifically, the cross top seats 130 and the straight top seats 140 are respectively assembled with the cross matching grooves 101 and the straight matching grooves 102 through the fixed installation of the four cross top seats 130 and the straight top seats 140, the base frame 104 is installed on the roof top by utilizing the clamping strips 105 and the clamping grooves 103, and thereafter, the base frame 104 is installed on the roof frame 100 by utilizing the clamping strips 112, the clamping strips 105 and the inserting columns 117 are matched with the inserting columns 108, and the base frame 104 is installed on the buffer frame 106.
Further, four feet at the bottom of the bridge type top frame 200 are fixedly connected with the top of the base frame 100, the base frame 100 provides support for the bridge type top frame 200, the top beam 210 is fixedly installed at the top of the bridge type top frame 200, the top beam 210 is provided with support for the top beam 210, two sides of the top beam 210 are respectively provided with an inclined clamping groove 211, the inclination of the inclined clamping groove 211 is the same as that of the first matched chute 220, the second matched chute 230 and the third matched chute 242, four corners of the bottom surface of the top of the bridge type top frame 200 are respectively clamped with the cross clamping grooves 121 at the tops of four groups of buffer arch seats 106, the bucket arch mechanism 110 on the buffer arch seats 106 can support the bridge type top frame 200, meanwhile, the bucket arch mechanism 110 can play a buffering role on the vibration of the bridge type top frame 200, two end side walls at the middle of the bridge type top frame 200 and two end side walls at the bottom are respectively provided with the first matched chute 220 and the second matched chute 230, the bottom surface of the bridge type top frame 200 is clamped into the four groups of the cross clamping grooves 121 at the top of the buffer seats 106, the bridge type top frame 200 is simultaneously fixed to the base frame 100 through bolts, and finally the first matched chute 300 and the third matched chute 300 are matched with the top plate 300.
Further, the cross clamping grooves 121 at the top of four corners of the base frame 104 are clamped with the same elastic frame 240, the elastic frame 240 is composed of elastic metal reinforcing strips and has a good anti-vibration effect, two side frame walls of the elastic frame 240 are respectively positioned in the two groups of buffer bow seats 106 at the side and are movably contacted with the inner walls of the buffer bow seats 106, when the ground vibrates, the ground vibrates and is transferred to the elastic frame 240, so that the elastic frame 240 vibrates, the vibration amplitude is removed, two sides of the elastic frame 240 vibrate in the buffer bow seats 106 at the same time, thereby isolating the vibration source on the elastic frame 240, supporting blocks 241 are fixedly arranged at the four corners of the top of the elastic frame 240, the top of the supporting blocks 241 and the side walls of the elastic frame 240 are respectively provided with a matching chute III 242, the inner walls of the two groups of inclined clamping grooves 211 are respectively clamped with a top plate 300, the corresponding matching chute III 220, the matching chute III 230, the top plate 300 and the supporting blocks 300 can be respectively provided with the top plate 300, and the elastic frame 240 are specifically, the two sides of the buffer bow seats 106 are respectively positioned at the two sides of the same time, and the two sides of the elastic frame 240 are inclined, and the supporting blocks are simultaneously clamped in the buffer bow seats 106 at the two sides at the same time, so that the two sides of the cross clamping frames are clamped into the same side of the base frame 104, and the top of the two sides of the elastic frame 121 are clamped into the top frame 121.
The application process of the invention is as follows: the person skilled in the art fixedly installs four cross footrests 130 and a straight footrests 140 on the top of the roof, so that the cross footrests 130 and the straight footrests 140 are respectively assembled with the cross matching grooves 101 and the straight matching grooves 102, and the base frame 100 is installed on the top of the roof (shown in the specification of figure 8), meanwhile, the base frame 104 is installed on the base frame 100 by means of the clamping strips 105 and the strip-shaped clamping grooves 103 (shown in the specification of figure 7), afterwards, the bucket arch mechanism 110 is installed on the base frame 104 and the buffer arch seat 106 by means of the clamping blocks 112 and the clamping strips 105, the inserting posts 117 and the inserting holes 108 (shown in the specification of figure 6), the elastic frame 240 is obliquely placed into the buffer arch seats 106 on two sides, and meanwhile, the same side of the elastic frame is clamped into the two groups of cross clamping grooves 121 on the top of the side of the base frame 104, so that the installation of the elastic frame 240 is completed (shown in the specification of figure 5), afterwards, the bottom surface of the top of the bridge-shaped top frame 200 is clamped into the four groups of cross clamping grooves 121 on the top of the buffer seat 106, and meanwhile, the bridge-shaped top frame 200 is fixed on the base frame 100 by means of bolts (shown in the figure 5), and the bridge-shaped top frame 200 is matched with the top of the top frame 300 is not influenced by the top plate 300, and the roof 300 is installed on the roof 300, and the roof 300 is matched with the roof 300, and the roof 300 is conveniently installed on the roof structure, and the roof structure is in a small-shaped, and the roof structure is easy to be installed.
The base 111 is connected with the footstock 120 through four groups of elastic columns 115 and springs 118, wherein the surface area of the footstock 120 is larger than that of the base 111, therefore, the base 111 and the four groups of elastic columns 115 are equivalent to the 'bucket' of the footstock 120, the footstock 120 is equivalent to the 'arch' of the base 111, the combination of the base 111 and the footstock 120 can enlarge the contact area between the base frame 104 and the top layer structure (bridge type top frame 200 and elastic frame 240), the base 111 is more stable to the support of the footstock 120 through the cooperation of the four groups of matching sleeves 122 and the elastic columns 115, when an earthquake happens, the vibration can be transmitted to the four groups of elastic columns 115 after being transmitted to the base 111, meanwhile, the foam cushion 116 at the tail end of the elastic columns 115 can remove a certain vibration force, and meanwhile, when the elastic columns 115 transmit the vibration to the footstock 120, the elastic columns 115 and the matching sleeves 122 are subjected to relative displacement, so that the springs 118 vibrate, the base 104 and the top layer structure are spliced like to resist a certain amplitude, the bridge type top plate structure is formed through the cooperation of the 'bucket' and the 'arch', the top plate 104 and the top plate structure is more stable, the top plate 300 can be connected with the elastic frame 200, the bridge type top plate is more stable through the bridge type top plate, the vibration bridge type 200 can be more greatly, and the vibration can be connected with the elastic frame 240, and the vibration bridge frame is more resistant to the vibration-resistant to the vibration bridge type bridge frame 240, and the vibration bridge type bridge frame is more greatly can be connected.
The above description is of the preferred embodiments of the present invention, and any person skilled in the art may modify the present invention or make modifications to the present invention with the technical solutions described above. Therefore, any simple modification or equivalent made according to the technical solution of the present invention falls within the scope of the protection claimed by the present invention.
Claims (5)
1. The utility model provides a building shock attenuation roof structure, includes bed frame (100), bridge roof-rack (200) and roof (300), its characterized in that: the utility model discloses a base frame, including base frame (100), base frame (104), buffer bow seat (106) top and base frame (104) top four corners department have all been seted up in base frame (100) four corners department cross fit groove (101), base frame (100) top both sides have all fixed mounting multiunit bar draw-in groove (103), base frame (104) bottom both sides have all fixed mounting multiunit card strip (105), card strip (105) and bar draw-in groove (103) cooperation use and base frame (104) and base frame (100) joint, buffer bow seat (106) top and base frame (104) top four corners department have all been seted up card hole (107), multiunit card hole (107) four corners department all is equipped with jack (108), multiunit card hole (107) top all is equipped with hunch mechanism (110).
2. A building shock absorbing roof structure as defined in claim 1, wherein: the bucket arch mechanism (110) comprises a base (111), a clamping block (112) is fixedly arranged at the center of the bottom of the base (111), a buffer cotton (113) is sleeved on the outer wall of the top of the clamping block (112) and contacts with the base (111), the clamping block (112) is connected with a clamping hole (107) in an inserting mode, the buffer cotton (113) contacts with the peripheral wall of the clamping hole (107), rotating shafts (114) are fixedly connected to four corners of the top of the base (111), elastic columns (115) are fixedly arranged on the inner walls of the outer ends of the rotating shafts (114), slope setting is carried out on the elastic columns (115), a foam cushion (116) is fixedly arranged on the end walls of the elastic columns (115), inserting columns (117) are fixedly arranged at the four corners of the bottom of the base (111), inserting columns (117) are connected with inserting holes (108) in an inserting mode, a footstock (120) is arranged at the top of the base (111), cross clamping grooves (121) are formed in the top of the footstock (120), matching sleeves (122) are fixedly arranged at the four corners of the bottom of the base (120), the matching sleeves (122) are matched with the slope setting sleeves (122), the elastic columns (122) are matched with the outer walls (122) in a sliding mode, one end of the spring (118) is fixedly connected with the top of the matching sleeve (122), and the other end of the spring (118) is fixedly connected with the bottom of the swivel base (114).
3. A building shock absorbing roof structure as defined in claim 2, wherein: the base frame (100) bottom is equipped with cross footstock (130) and a word footstock (140), cross footstock (130) and a word footstock (140) all have four groups, four groups cross footstock (130), a word footstock (140) peg graft with corresponding cross mating groove (101), a word mating groove (102) respectively, four groups cross footstock (130), a word footstock (140) bottom all with roof top fixed connection.
4. A building shock absorbing roof structure as defined in claim 1, wherein: four feet in the bottom of the bridge type top frame (200) are fixedly connected with the top of the base frame (100), top beams (210) are fixedly installed at the top of the bridge type top frame (200), inclined clamping grooves (211) are formed in two sides of each top beam (210), four corners of the bottom surface of the top of the bridge type top frame (200) are respectively clamped with cross clamping grooves (121) in the tops of four groups of buffer bow seats (106), and first matching chute (220) and second matching chute (230) are respectively formed in the side walls of two ends of the middle of the bridge type top frame (200) and the side walls of two ends of the bottom.
5. A building shock absorbing roof structure as defined in claim 4, wherein: the cross clamping grooves (121) at the tops of four corners of the base frame (104) are clamped with the same elastic frame (240), two groups of buffer bow seats (106) at two sides of the elastic frame (240) are respectively located inside the buffer bow seats (106) at the sides and are in movable contact with the inner walls of the buffer bow seats (106), supporting blocks (241) are fixedly installed at four corners of the tops of the elastic frame (240), three matched chute (242) are respectively arranged at the tops of the supporting blocks (241) and the side walls of the elastic frame (240), a top plate (300) is clamped on the inner walls of the inclined clamping grooves (211), and the top plate (300) is fixedly connected with the corresponding first matched chute (220), the corresponding second matched chute (230) and the side walls of the three matched chute (242).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410339358.0A CN117926965B (en) | 2024-03-25 | 2024-03-25 | Building shock attenuation roof structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410339358.0A CN117926965B (en) | 2024-03-25 | 2024-03-25 | Building shock attenuation roof structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN117926965A true CN117926965A (en) | 2024-04-26 |
| CN117926965B CN117926965B (en) | 2024-06-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202410339358.0A Active CN117926965B (en) | 2024-03-25 | 2024-03-25 | Building shock attenuation roof structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN117926965B (en) |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN211873304U (en) * | 2019-12-31 | 2020-11-06 | 北京城建集团有限责任公司 | Metal bracket |
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| CN115787908A (en) * | 2023-01-30 | 2023-03-14 | 江苏蚂蚁加固工程有限公司 | Shock attenuation formula building structure |
| CN219033731U (en) * | 2023-02-07 | 2023-05-16 | 滁州茂业建筑工程有限公司 | Roof steel structure of assembled board house building |
| CN116290530A (en) * | 2023-03-22 | 2023-06-23 | 长春建筑学院 | A prefabricated green building energy-saving roof |
| US20230243170A1 (en) * | 2022-01-28 | 2023-08-03 | Linhai Guanghe Crafts Co,.Ltd | Waterproof roof for outdoor shed and outdoor shed |
| CN117188643A (en) * | 2023-09-14 | 2023-12-08 | 中国华西工程设计建设有限公司 | A kind of shock-absorbing structure for steel structure houses |
| CN220266815U (en) * | 2023-06-06 | 2023-12-29 | 新疆润煌建设工程有限公司 | A kind of assembled bucket arch |
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2024
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|---|---|---|---|---|
| KR102210420B1 (en) * | 2019-09-20 | 2021-01-29 | 이영숙 | Wooden house with seismic structure |
| CN211873304U (en) * | 2019-12-31 | 2020-11-06 | 北京城建集团有限责任公司 | Metal bracket |
| CN112267391A (en) * | 2020-10-27 | 2021-01-26 | 西南交通大学 | A two-stage energy-consuming shed tunnel support structure connected by bucket arch principle and its design method |
| US20230243170A1 (en) * | 2022-01-28 | 2023-08-03 | Linhai Guanghe Crafts Co,.Ltd | Waterproof roof for outdoor shed and outdoor shed |
| CN217998367U (en) * | 2022-08-03 | 2022-12-09 | 福建华鼎丰建设工程有限公司 | Energy-saving anti-seismic fabricated building structure |
| CN218306160U (en) * | 2022-10-12 | 2023-01-17 | 杭州晚峰文化创意有限公司 | An environmentally friendly building block pavilion structure |
| CN115538834A (en) * | 2022-10-20 | 2022-12-30 | 山东鼎驰木业集团有限公司 | Quakeproof wood structure house |
| CN218541141U (en) * | 2022-11-22 | 2023-02-28 | 佛山市华胜飞装饰材料有限公司 | Earthquake-resistant structure of wood structure house |
| CN115787908A (en) * | 2023-01-30 | 2023-03-14 | 江苏蚂蚁加固工程有限公司 | Shock attenuation formula building structure |
| CN219033731U (en) * | 2023-02-07 | 2023-05-16 | 滁州茂业建筑工程有限公司 | Roof steel structure of assembled board house building |
| CN116290530A (en) * | 2023-03-22 | 2023-06-23 | 长春建筑学院 | A prefabricated green building energy-saving roof |
| CN220266815U (en) * | 2023-06-06 | 2023-12-29 | 新疆润煌建设工程有限公司 | A kind of assembled bucket arch |
| CN117188643A (en) * | 2023-09-14 | 2023-12-08 | 中国华西工程设计建设有限公司 | A kind of shock-absorbing structure for steel structure houses |
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| CN117926965B (en) | 2024-06-04 |
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