CN117703154B - Assembled anti-seismic building and anti-seismic frame structure - Google Patents
Assembled anti-seismic building and anti-seismic frame structure Download PDFInfo
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- CN117703154B CN117703154B CN202410163074.0A CN202410163074A CN117703154B CN 117703154 B CN117703154 B CN 117703154B CN 202410163074 A CN202410163074 A CN 202410163074A CN 117703154 B CN117703154 B CN 117703154B
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- 230000007246 mechanism Effects 0.000 claims description 35
- 230000005484 gravity Effects 0.000 claims description 15
- 238000010276 construction Methods 0.000 claims description 9
- 230000000149 penetrating effect Effects 0.000 claims description 6
- 230000006835 compression Effects 0.000 claims description 3
- 238000007906 compression Methods 0.000 claims description 3
- 230000009956 central mechanism Effects 0.000 claims 1
- 238000005728 strengthening Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 7
- 238000009435 building construction Methods 0.000 abstract description 3
- 239000000758 substrate Substances 0.000 description 18
- 210000004027 cell Anatomy 0.000 description 9
- 230000006872 improvement Effects 0.000 description 9
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000006073 displacement reaction Methods 0.000 description 5
- 230000009471 action Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 230000005489 elastic deformation Effects 0.000 description 4
- 238000009413 insulation Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 210000002421 cell wall Anatomy 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000001125 extrusion Methods 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002427 irreversible effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
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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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/024—Sectional false floors, e.g. computer floors
- E04F15/02447—Supporting structures
- E04F15/02458—Framework supporting the panels
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- 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)
- General Engineering & Computer Science (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to the technical field of earthquake-resistant buildings, in particular to an assembled earthquake-resistant building and an earthquake-resistant frame structure. The wall comprises a ground body and a wall body arranged on the ground body. According to the invention, the modularized unit plates, the connecting units, the bearing columns, the unit walls and the fixing frames are arranged, the unit plates, the connecting units and the bearing units are combined to form a building bottom combined structure, and then the bearing columns, the unit walls and the fixing frames are combined to form a building wall structure, so that the earthquake-resistant building construction efficiency is improved and the earthquake-resistant effect is ensured through the cooperation of the two structures.
Description
Technical Field
The invention relates to the technical field of earthquake-resistant buildings, in particular to an assembled earthquake-resistant building and an earthquake-resistant frame structure.
Background
The earthquake-resistant building is characterized in that under certain economic conditions, the earthquake-resistant design is carried out on the building and earthquake-resistant measures are taken during engineering construction, so that the earthquake damage of an engineering structure is limited and lightened to the maximum extent, the casualties are avoided, the economic loss is reduced, and the technology popularization and the application of the earthquake-resistant building are generally in an ascending trend along with the importance of national earthquake-resistant disaster-prevention work and the popularization improvement of the propaganda of the earthquake-resistant technology.
The CN113202186B relates to a steel structure anti-seismic frame structure and a steel structure assembled anti-seismic building, and comprises a plurality of groups of support columns vertically arranged on a horizontal substrate, wherein adjacent support columns are connected through steel beams to form a frame structure; the steel beam comprises an upper support plate and a lower support plate which are parallel to each other, and the upper support plate and the lower support plate are vertically connected through a connecting plate in the middle to form an I-shaped structure; a plurality of groups of positioning grooves for accommodating the supporting blocks are formed in horizontal planes corresponding to the upper supporting plate and the lower supporting plate at equal intervals; the positions of the steel beams far away from the two ends are provided with shock absorption steel beams capable of moving upwards; the invention provides a steel girder, which is characterized in that two ends of the steel girder are movably sleeved with adjusting blocks through the sliding grooves formed in the two ends, and the other ends of the adjusting blocks are connected with connecting blocks.
In order to ensure the earthquake-resistant effect and improve the construction efficiency of the earthquake-resistant building, an assembled earthquake-resistant building and an earthquake-resistant frame structure are provided.
Disclosure of Invention
The invention aims to provide an assembled anti-seismic building and an anti-seismic frame structure, which are used for solving the problems in the background technology.
In order to achieve the above object, one of the objects of the present invention is to provide an assembled anti-seismic frame structure, which comprises a ground body and a wall body disposed on the ground body;
The ground body comprises a plurality of unit plates and a receiving unit arranged at the bottom of the unit plates, wherein adjacent unit plates are connected through a connecting unit, corner end slots are formed in four corners of the top of each unit plate, a central sleeve is arranged in the middle of the bottom of each unit plate, a pressure-bearing spring is arranged in each central sleeve, a pressure-equalizing disc is connected to the bottom of each pressure-bearing spring, each receiving unit comprises a movable substrate parallel to each unit plate and a plurality of movable substrates connected with the corresponding movable substrate, a bottom cylinder is formed in the middle of each movable substrate, the bottoms of the pressure-equalizing discs are in contact with the bottoms of the corresponding bottom cylinders, a buffer mechanism is arranged on each movable substrate, the movable substrates are connected with the corresponding movable substrates through the corresponding buffer mechanism, the tops of the movable substrates penetrate through the corresponding movable substrates, and the tops of the movable substrates are provided with parallel mechanisms which are connected with the central sleeves;
The wall body comprises a plurality of bearing columns, unit walls and a fixed frame arranged at the tops of the bearing columns, wherein the bottoms of the bearing columns are in plug-in connection with the corner end slots, a locking mechanism is arranged at the bottoms of the bearing columns, the bearing columns are fixedly connected with the corner end slots through the locking mechanism, the buffer mechanism is pressed and deformed to absorb impact, and the parallel mechanism maintains the parallelism of the unit plates and the movable base plates so as to avoid the inclination of the unit plates and building structures above the unit plates.
As the further improvement of this technical scheme, the movable matrix includes foundation pile that the bottom is connected with the foundation and symmetry sets up the second support arm on the foundation pile lateral wall, buffer gear includes first spring and lantern ring, first spring bottom is located second support arm one end, first spring top with movable substrate bottom contact, the board mouth that runs through its upper and lower surface has been seted up to the symmetry on the diagonal of movable substrate, the lantern ring is located second support arm top, the lantern ring with board mouth inner wall joint cooperation, lantern ring inner wall symmetry is connected with the second spring, the lantern ring through the second spring that sets up with foundation pile outer wall connection.
As a further improvement of the technical scheme, a plurality of limiting grooves penetrating through the upper surface and the lower surface of the movable base plate are symmetrically formed in the movable base plate by taking the plate opening as a circle center, the top of the first spring is connected with the bottom of the limiting groove, one end of the second support arm is provided with a limiting rod, and the top end of the limiting rod is positioned in the limiting groove.
As a further improvement of the technical scheme, the parallel mechanism comprises first support arms symmetrically arranged on the outer wall of the central sleeve and a ball top arranged at the top of the foundation pile, a traction plate is arranged on the ball top, the ball top is rotationally connected with the traction plate, an inserting rod is arranged at one end, away from the central sleeve, of the first support arms, and the inserting rod is in insertion fit with the other end of the traction plate.
As a further improvement of the technical scheme, the upper surface joint of the unit plate is matched with a cover plate, the space above the unit plate and below the cover plate is reserved with a bin, the edge of the outer wall of the unit plate is provided with a lap joint strip, the connecting unit comprises a connecting plate and connecting pipe heads symmetrically arranged at two ends of the connecting plate, the bottom of the connecting plate is matched with the lap joint strip in a clamping manner, clamping grooves are symmetrically formed in two ends of the unit plate, the connecting pipe heads are matched with the clamping grooves in a clamping manner, and the connecting pipe heads are provided with through holes communicated with the reserved bin.
As a further improvement of the technical scheme, the bottom of the bearing column is provided with an inserting shaft which is in insertion fit with the inserting groove at the corner end, a wall groove is formed in the side wall of the bearing column, the unit wall comprises a wall frame with two ends clamped in the wall groove, a reinforcing rib is arranged in the middle of the wall frame, and heat insulation plates are embedded at two ends of the wall frame close to the outer side.
As a further improvement of the technical scheme, a through groove is formed in the bottom of the wall groove, movable blocks are inserted and matched at the bottoms of two ends of the wall frame, third springs are arranged at one ends of the movable blocks, which are located in the wall frame, of the wall frame, the movable blocks are connected with the inner wall of the wall frame through the arranged third springs, and the movable blocks are inserted and matched with the through groove.
As a further improvement of the technical scheme, an inner groove is formed in the bearing column, the locking mechanism comprises a gravity hammer which is located in the inner groove and slides up and down, a first clamping block is slidably connected in the middle of the gravity hammer, the first clamping block is clamped in the through groove, a second clamping block is inserted and matched with the side wall of the bottom of the inserting shaft, the inclined surface of the bottom of the gravity hammer is in contact with the surface of the second clamping block, and the second clamping block is matched with the inner clamping block of the corner end slot in a clamping manner.
As a further improvement of the technical scheme, the top of the bearing column is provided with a top groove, the bottom of the fixed frame is correspondingly provided with a fixed rod, the fixed rod is in plug-in fit with the top groove, and the top of the fixed frame is provided with a plurality of beam grooves for clamping the house beam.
The second object of the present invention is to provide an assembled earthquake-resistant building obtained by using the assembled earthquake-resistant frame structure.
Compared with the prior art, the invention has the beneficial effects that:
1. in this assembled antidetonation building and antidetonation frame construction, through being equipped with buffer mechanism, during the earthquake, vibrations are conducted to the building along foundation, foundation pile, lead to the building to produce and rock for the cell board drives movable substrate and produces for the displacement of foundation pile, and the second spring in the cover intra-annular receives the extrusion and produces elastic deformation and absorb transverse impact, realizes the transverse stabilization of building, and thereby pressure-bearing spring and a plurality of first springs receive the compression and produce elastic deformation equally and absorb longitudinal impact, realizes the longitudinal stabilization of building.
In the assembled earthquake-resistant building and the earthquake-resistant frame structure, by the aid of the parallel mechanism, the bottom of the unit plate is correspondingly connected with the traction plate through the plurality of first support arms, the plane of the unit plate is parallel to the planes of the first support arms and 1138, the plane of the unit plate is parallel to the plane of the movable substrate, and when the earthquake occurs, the unit plate and the movable substrate relatively move, under the action of the traction plate rotationally connected with the dome, the plane of the unit plate is always parallel to the plane of the movable substrate, so that structural damage caused by inclination of the building is avoided.
In the assembled earthquake-resistant building and the earthquake-resistant frame structure, modularized unit plates, connecting units, bearing columns, unit walls and fixing frames are arranged in the assembled earthquake-resistant building and the earthquake-resistant frame structure, the unit plates, the connecting units and the bearing units are combined to form a building bottom combined structure, the bearing columns, the unit walls and the fixing frames are combined to form a building wall structure, and the earthquake-resistant effect is ensured while the earthquake-resistant building construction efficiency is improved through the cooperation of the two structures.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present invention;
FIG. 2 is a schematic view of the structure of the ground body of the present invention;
FIG. 3 is a cross-sectional view of a cell plate according to the present invention;
FIG. 4 is a schematic diagram of a connection unit according to the present invention;
FIG. 5 is a cross-sectional view of the receiving unit of the present invention;
FIG. 6 is a cross-sectional view of the active matrix of the present invention;
FIG. 7 is a schematic view of a wall structure according to the present invention;
FIG. 8 is a cross-sectional view of the support column of the present invention;
FIG. 9 is a block diagram of a cross-section of a cell wall according to the present invention;
FIG. 10 is a schematic view of a fixing frame structure according to the present invention;
fig. 11 is a schematic view of an earthquake-resistant building of the present invention.
The meaning of each reference sign in the figure is:
1. A ground body; 11. a unit plate; 111. corner end slots; 112. a lap joint strip; 113. a cover plate; 1131. reserving a bin; 1132. a clamping groove; 114. a central sleeve; 115. a pressure-bearing spring; 116. equalizing plates; 117. a first arm; 118. a rod; 12. a connection unit; 121. a connecting plate; 122. a connecting tube head; 123. a through port; 13. a receiving unit; 131. a movable substrate; 132. a bottom cylinder; 133. a movable base; 1331. a foundation pile; 1332. a second arm; 1333. a first spring; 1334. a limit rod; 1335. a collar; 1336. a second spring; 1337. a dome; 1338. a pulling plate; 134. a plate opening; 135. defining a slot;
2. A wall body; 21. a bearing column; 211. inserting a shaft; 212. a wall groove; 213. a through groove; 214. an inner tank; 215. a gravity hammer; 216. a first clamping block; 217. a second clamping block; 218. a top groove; 22. a cell wall; 221. a wall frame; 222. reinforcing ribs; 223. a thermal insulation board; 224. a movable block; 23. a fixed frame; 231. a fixed rod; 232. and a beam groove.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not 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.
After an earthquake occurs, in order to restore social order and stability, infrastructure needs to be restored through post-disaster reconstruction, wherein, providing temporary houses provides basic living conditions and living environments for people, which is a precondition for stabilizing social order, and in order to improve efficiency of post-disaster reconstruction and avoid secondary casualties after disaster, post-disaster reconstruction temporary buildings should have easy assembly and anti-seismic effects in consideration of aftershocks still occurring after the earthquake.
Accordingly, referring to fig. 1-10, an objective of the present embodiment is to provide an assembled anti-seismic frame structure, which comprises a ground body 1 and a wall body 2 disposed on the ground body 1, wherein the ground body 1 comprises a plurality of unit plates 11 and a receiving unit 13 disposed at the bottom of the unit plates 11, adjacent unit plates 11 are connected through a connecting unit 12, corner slots 111 are provided at four corners of the top of the unit plates 11, a central sleeve 114 is provided at the bottom middle of the unit plates 11, a pressure spring 115 is provided in the central sleeve 114, a pressure equalizing disc 116 is connected at the bottom of the pressure spring 115, the receiving unit 13 comprises a movable base plate 131 disposed at the bottom of the unit plates 11 and parallel to the unit plates 11, and a plurality of movable base bodies 133 connected with the movable base plate 131, a bottom cylinder 132 is provided at the middle of the movable base plate 131, the pressure equalizing disc 116 is disposed in the bottom cylinder 132, the bottom of the pressure equalizing disc 116 contacts with the bottom of the bottom cylinder 132, the movable base 133 is provided with a buffer mechanism, the movable base 133 is connected with the movable base 131 through the buffer mechanism, the top of the movable base 133 passes through the movable base 131, the top of the movable base 133 is provided with a parallel mechanism, the movable base 133 is connected with the central sleeve 114 through the parallel mechanism, the wall body 2 comprises a plurality of bearing columns 21, unit walls 22 and a fixed frame 23 arranged at the top of the bearing columns 21, the bottom of the bearing columns 21 is in plug-in fit with the corner end slots 111, the bottom of the bearing columns 21 is provided with a locking mechanism, the bearing columns 21 are fixedly connected with the corner end slots 111 through the locking mechanism, when an earthquake happens, the unit plates 11 and the movable base 131 relatively displace, the buffer mechanism is pressed and deformed to absorb the impact, the parallel mechanism maintains the parallelism of the unit plates 11 and the movable base 131, so as to avoid the inclination of the unit plates 11 and building structures above the unit plates 11, the unit plates 11 fix the bearing columns 21 through the locking mechanism, the structural stability of the wall body 2 is ensured, and the building structure above the unit plates 11 is prevented from being damaged.
In order to reduce impact damage to a building caused by vibration when an earthquake occurs, the impact force transmitted to the building from the ground needs to be absorbed and relieved, the movable base 133 comprises a foundation pile 1331 with the bottom connected with the foundation and a second support arm 1332 symmetrically arranged on the side wall of the foundation pile 1331, the buffer mechanism comprises a first spring 1333 and a collar 1335, the bottom of the first spring 1333 is positioned at one end of the second support arm 1332, the top of the first spring 1333 is contacted with the bottom of the movable base 131, a plate opening 134 penetrating through the upper surface and the lower surface of the movable base 131 is symmetrically arranged on the diagonal line of the movable base 131, the collar 1335 is positioned above the second support arm 1332, the collar 1335 is in clamping fit with the inner wall of the plate opening 134, the collar 1335 is a circular ring with a C-shaped section, the inner wall of the collar 1335 is symmetrically connected with a second spring 1336, the collar 1335 is connected with the outer wall of the foundation pile 1331 through the second spring 1336, the second spring 1336 is arranged, the vibration is transmitted to the building along the foundation and the foundation pile 1331 when the earthquake occurs, the construction is caused to shake, the movable base plate 131 is driven by the unit plate 11 to generate displacement relative to the foundation pile 1331, the second spring 1336 in the collar 1335 is extruded to generate elastic deformation to absorb transverse impact force, the transverse stability of the construction is realized, the pressure-bearing spring 115 and the plurality of first springs 1333 are compressed to generate elastic deformation to absorb longitudinal impact force as well, the longitudinal stability of the construction is realized, in addition, a plurality of limiting grooves 135 penetrating through the upper surface and the lower surface of the movable base plate 131 are symmetrically formed on the movable base plate 131 by taking the plate opening 134 as a circle center, the limiting grooves 135 are cylindrical grooves with thin upper parts and thick lower parts, the tops of the first springs 1333 are connected with the bottoms of the limiting grooves 135, a limiting rod 1334 is arranged at one end of the second support arm 1332, the top end of the limiting rod 1334 is positioned in the limiting groove 135, and when the construction shakes, the relative displacement of the movable base plate 131 and the foundation pile 1331 drives the limiting rod 1334 to move in the limiting grooves 135, the limiting groove 135 and the limiting rod 1334 are provided to limit the movable range of the movable base plate 131 and the foundation pile 1331, and to avoid irreversible compression of the pressure-bearing spring 115, the first spring 1333 and the second spring 1336 caused by excessive displacement.
When the impact force is counteracted by displacement deformation, the parallelism between the building and the ground is required to be kept, structural damage caused by the inclination of the building is avoided, the parallel mechanism comprises a first support arm 117 symmetrically arranged on the outer wall of the central sleeve 114 and a ball top 1337 arranged at the top of the foundation pile 1331, a traction plate 1338 is arranged on the ball top 1337, a ball groove penetrating through the upper surface and the lower surface of the traction plate 1338 is formed at one end of the traction plate 1338, a ball part of the ball top 1337 is positioned in the ball groove, the ball top 1337 is rotationally connected with the traction plate 1338, a socket is formed at the other end of the traction plate 1338, a plug rod 118 is arranged at one end of the first support arm 117 far away from the central sleeve 114, the plug rod 118 penetrates through the socket, the inserted link 118 is in plug-in fit with the other end of the traction plate 1338, and through being provided with a parallel mechanism, the bottom of the unit plate 11 is correspondingly connected with the traction plate 1338 through a plurality of first support arms 117 which extend, the plane of the unit plate 11 is parallel to the planes of the first support arms 117 and the traction plate 1338, and the plane of the unit plate 11 is parallel to the plane of the movable base plate 131, when an earthquake occurs to cause the relative movement of the unit plate 11 and the movable base plate 131, under the action of the traction plate 1338 which is rotationally connected with the dome 1337, the plane of the unit plate 11 is always parallel to the plane of the movable base plate 131, so that the structural damage caused by building inclination is avoided.
In order to be convenient for connect the bottom of antidetonation building as a whole when being convenient for assemble, ensure the stable in structure of antidetonation building bottom, cell board 11 upper surface joint cooperation has apron 113, cell board 11 top and apron 113 below space are reserved storehouse 1131, can be used to buries of objects such as water pipe, cable, cell board 11 outer wall edge is equipped with overlap joint strip 112, connecting unit 12 includes connecting plate 121 and symmetry set up in connecting pipe head 122 at connecting plate 121 both ends, connecting plate 121 bottom and overlap joint strip 112 joint cooperation, draw-in groove 1132 has been seted up to cell board 11 both ends symmetry, connecting pipe head 122 is located draw-in groove 1132, connecting pipe head 122 and draw-in groove 1132 joint cooperation, adjacent cell board 11 is connected through connecting unit 12, and connecting unit 12 realizes cell board 11 and connecting unit 12's fixed connection through the connecting pipe head 122 of card in draw-in groove 1132, form building bottom integrated configuration, and, connecting pipe head 122 has seted up the through-hole 123 that is linked with reserved storehouse 1131, the inside line of building bottom integrated configuration is convenient for through the opening 123 that sets up.
Similarly, in order to ensure the structural strength of the wall structure of the earthquake-proof building while being convenient for assembly, the bottom of the bearing column 21 is provided with an inserting shaft 211 which is in inserting fit with the corner end inserting groove 111, the side wall of the bearing column 21 is provided with a wall groove 212, the unit wall 22 comprises a wall frame 221 with two ends clamped in the wall groove 212, the middle part in the wall frame 221 is provided with an X-shaped reinforcing rib 222, the two ends in the wall frame 221 are embedded with heat insulation boards 223 near the outer sides, the unit wall 22 realizes the decorative effect of the wall through the heat insulation boards 223, the reinforcing rib 222 in the unit wall ensures the structural strength of the unit wall 22, the bottom of the wall groove 212 is provided with a through groove 213, the bottoms of the two ends of the wall frame 221 are in inserting fit with movable blocks 224, the movable block 224 is arranged at one end in the wall frame 221, the movable block 224 is connected with the inner wall of the wall frame 221 through the arranged third spring, the movable block 224 is in plug-in fit with the through groove 213, the plug shaft 211 of the bearing column 21 is inserted into the corner end slot 111 to realize the combination of the unit plate 11 and the bearing column 21, then the wall frame 221 is inserted between the adjacent bearing columns 21, during the insertion, the two ends of the bottom of the wall frame 221 are inserted along the wall grooves 212 of the two bearing columns 21 and pushed downwards until the bottom of the wall frame 221 reaches the bottom of the wall groove 212, and at the moment, under the elastic force of the third spring, the movable block 224 is pushed into the through groove 213 to enable the bottom of the wall frame 221 to be in clamping fit with the plug shaft 211;
In addition, an inner groove 214 is formed in the bearing column 21, the locking mechanism comprises a gravity hammer 215 which is positioned in the inner groove 214 and slides up and down, the middle part of the gravity hammer 215 is connected with a first clamping block 216 in a sliding manner, the first clamping block 216 is clamped in the through groove 213, the side wall of the bottom of the inserting shaft 211 is in plug-in fit with a second clamping block 217, the bottom inclined surface of the gravity hammer 215 is in contact with the surface of the second clamping block 217, the second clamping block 217 is in plug-in fit with the corner end slot 111, under the normal condition, the first clamping block 216 is clamped in the through groove 213, the gravity hammer 215 can not move downwards along the inner groove 214 to push out the second clamping block 217, when the movable block 224 is pushed into the through groove 213 by a third spring, the first clamping block 216 positioned in the through groove 213 is pushed to move towards the gravity hammer 215 by the movable block 224, the through groove 213 is separated from the gravity hammer 215, the gravity hammer 215 slides downwards along the self-weight direction under the action of the inner groove 214, and under the extrusion action of the inclined surface of the gravity hammer 215, at the moment, the second clamping block 217 is pushed out into the corner end slot 111 and is clamped, in the corner end slot 111, in the structure diagram in the bearing column 21 is shown in fig. 8, and the adjacent clamping units 22 are fixed between the clamping units and the adjacent clamping units 22 through the locking mechanism and the clamping units 21 by the locking mechanism, and the inner wall 22 are combined with the inner wall of the bearing column 21;
The roof groove 218 has been seted up at spandrel post 21 top, fixed frame 23 bottom correspondence is equipped with dead lever 231, dead lever 231 and roof groove 218 grafting cooperation, a plurality of roof beam grooves 232 that are used for joint roof beam have been seted up at the top on the fixed frame 23, fixed frame 23 is according to building house formula structure integrated into one piece's frame, a plurality of spandrel posts 21 bottoms pass through cell board 11 fixed connection, and the top of spandrel post 21 is then through fixed frame 23 fixed connection for spandrel post 21, cell wall 22 and fixed frame 23 form complete building wall structure, cooperate with building bottom integrated configuration, can ensure the antidetonation effect of antidetonation building.
To sum up, as shown in fig. 11, a simple earthquake-resistant building constructed by the assembled earthquake-resistant frame according to the invention is provided with modularized unit plates 11, connecting units 12, receiving units 13, bearing columns 21, unit walls 22 and fixing frames 23, and the unit plates 11, the connecting units 12 and the receiving units 13 are combined to form a building bottom combined structure, and then the bearing columns 21, the unit walls 22 and the fixing frames 23 are combined to form a building wall structure, so that the rapid construction of the building is realized by the cooperation of the two structures, and the earthquake-resistant building construction efficiency is improved and the earthquake-resistant effect is ensured.
The foregoing has shown and described the basic principles, principal features and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the above-described embodiments, and that the above-described embodiments and descriptions are only preferred embodiments of the present invention, and are not intended to limit the invention, and that various changes and modifications may be made therein without departing from the spirit and scope of the invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (10)
1. An assembled antidetonation frame construction, its characterized in that: comprises a ground body (1) and a wall body (2) arranged on the ground body (1);
The ground body (1) comprises a plurality of unit plates (11) and carrying units (13) arranged at the bottoms of the unit plates (11), wherein adjacent unit plates (11) are connected through connecting units (12), corner end slots (111) are formed in four corners of the tops of the unit plates (11), a central sleeve (114) is arranged in the middle of the bottoms of the unit plates (11), a pressure-bearing spring (115) is arranged in the central sleeve (114), a pressure-bearing disc (116) is connected to the bottoms of the pressure-bearing spring (115), each carrying unit (13) comprises a movable base plate (131) parallel to the unit plates (11) and a plurality of movable base bodies (133) connected with the movable base plate (131), a bottom cylinder (132) is formed in the middle of the movable base plate (131), the bottoms of the pressure-bearing disc (116) are in contact with the bottoms of the bottom cylinder (132), a buffer mechanism is arranged on the movable base body (133), the movable base body (133) is connected with the movable base plate (131) through the buffer mechanism, the tops of the movable base body (133) penetrate through the movable base plate (131), and the movable base plate (131) is parallel to the movable base plate (131), and the movable base body (133) is connected with the movable base plate (133) through the central mechanism (133).
The wall body (2) comprises a plurality of bearing columns (21), unit walls (22) and fixed frames (23) arranged at the tops of the bearing columns (21), wherein the bottoms of the bearing columns (21) are in plug-in connection with the corner end slots (111), locking mechanisms are arranged at the bottoms of the bearing columns (21), the bearing columns (21) are fixedly connected with the corner end slots (111) through the locking mechanisms, the buffer mechanism is subjected to compression deformation to absorb impact, and the parallel mechanism is used for maintaining the parallelism of the unit plates (11) and the movable base plates (131) so as to avoid the inclination of the unit plates (11) and building structures above the unit plates (11).
2. The fabricated earthquake-resistant frame structure of claim 1, wherein: the movable base body (133) comprises a foundation pile (1331) with the bottom connected with a foundation and a second support arm (1332) symmetrically arranged on the side wall of the foundation pile (1331), the buffer mechanism comprises a first spring (1333) and a collar (1335), the bottom of the first spring (1333) is located at one end of the second support arm (1332), the top of the first spring (1333) is in contact with the bottom of the movable base plate (131), a plate opening (134) penetrating through the upper surface and the lower surface of the movable base plate (131) is symmetrically arranged on the diagonal line of the movable base plate (131), the collar (1335) is located above the second support arm (1332), the collar (1335) is matched with the inner wall of the plate opening (134) in a clamping mode, the inner wall of the collar (1335) is symmetrically connected with a second spring (1336), and the collar (1335) is connected with the outer wall of the foundation pile (1331) through the second spring (1336).
3. The fabricated earthquake-resistant frame structure of claim 2, wherein: the movable base plate (131) is symmetrically provided with a plurality of limiting grooves (135) penetrating through the upper surface and the lower surface of the movable base plate (131) by taking the plate opening (134) as a circle center, the top of the first spring (1333) is connected with the bottom of the limiting groove (135), one end of the second support arm (1332) is provided with a limiting rod (1334), and the top end of the limiting rod (1334) is positioned in the limiting groove (135).
4. The fabricated earthquake-resistant frame structure of claim 2, wherein: the parallel mechanism comprises a first support arm (117) symmetrically arranged on the outer wall of the center sleeve (114) and a ball top (1337) arranged on the top of the foundation pile (1331), a traction plate (1338) is arranged on the ball top (1337), the ball top (1337) is rotationally connected with the traction plate (1338), an inserting rod (118) is arranged at one end, away from the center sleeve (114), of the first support arm (117), and the inserting rod (118) is in plug-in fit with the other end of the traction plate (1338).
5. The fabricated earthquake-resistant frame structure of claim 1, wherein: the utility model discloses a solar cell module, including cell board (11), cell board (11) upper surface joint cooperation has apron (113), cell board (11) top with apron (113) space below is reserved storehouse (1131), cell board (11) outer wall edge is equipped with overlap joint strip (112), connecting unit (12) include connecting plate (121) and symmetry set up in connecting pipe head (122) at connecting plate (121) both ends, connecting plate (121) bottom with overlap joint strip (112) joint cooperation, draw-in groove (1132) have been seted up to cell board (11) both ends symmetry, connecting pipe head (122) with draw-in groove (1132) joint cooperation, connecting pipe head (122) seted up with through-hole (123) that reserved storehouse (1131) are linked together.
6. The fabricated earthquake-resistant frame structure of claim 1, wherein: the utility model discloses a wall socket, including bearing post (21), wall socket (212) are offered on bearing post (21) lateral wall, unit wall (22) are in including both ends card wall frame (221) in wall socket (212), middle part is provided with strengthening rib (222) in wall frame (221), both ends are close to the outside and inlay in wall frame (221) are equipped with heated board (223).
7. The fabricated earthquake-resistant frame structure of claim 6, wherein: the wall groove (212) bottom has been seted up logical groove (213), wall frame (221) both ends bottom grafting cooperation has movable block (224), movable block (224) are located one end is provided with the third spring in wall frame (221), movable block (224) through the third spring that sets up with wall frame (221) inner wall connection, movable block (224) with pass through groove (213) grafting cooperation.
8. The fabricated earthquake-resistant frame structure of claim 7, wherein: an inner groove (214) is formed in the bearing column (21), the locking mechanism comprises a gravity hammer (215) which is located in the inner groove (214) and slides up and down, a first clamping block (216) is connected to the middle of the gravity hammer (215) in a sliding mode, the first clamping block (216) is clamped in the through groove (213), a second clamping block (217) is matched with the side wall of the bottom of the inserting shaft (211) in an inserting mode, the inclined surface of the bottom of the gravity hammer (215) is in surface contact with the second clamping block (217), and the second clamping block (217) is matched with the corner end slot (111) in a clamping mode.
9. The fabricated earthquake-resistant frame structure of claim 1, wherein: the bearing column is characterized in that a top groove (218) is formed in the top of the bearing column (21), a fixing rod (231) is correspondingly arranged at the bottom of the fixing frame (23), the fixing rod (231) is in plug-in connection with the top groove (218), and a plurality of beam grooves (232) for clamping a house beam are formed in the top of the fixing frame (23).
10. A fabricated earthquake-resistant structure as claimed in any one of claims 1-9.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202410163074.0A CN117703154B (en) | 2024-02-05 | 2024-02-05 | Assembled anti-seismic building and anti-seismic frame structure |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202410163074.0A CN117703154B (en) | 2024-02-05 | 2024-02-05 | Assembled anti-seismic building and anti-seismic frame structure |
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| CN117703154A CN117703154A (en) | 2024-03-15 |
| CN117703154B true CN117703154B (en) | 2024-04-19 |
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Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006063657A (en) * | 2004-08-27 | 2006-03-09 | Tanaka Sekizai Kk | Vibration isolation device of gravestone and the gravestone equipped with the vibration isolation device |
| CN201202293Y (en) * | 2008-06-06 | 2009-03-04 | 张昌茂 | Assembled anti-vibration movable house |
| CN112922010A (en) * | 2021-02-03 | 2021-06-08 | 阳江市第四建筑工程有限公司 | Anti-seismic building construction structure |
-
2024
- 2024-02-05 CN CN202410163074.0A patent/CN117703154B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006063657A (en) * | 2004-08-27 | 2006-03-09 | Tanaka Sekizai Kk | Vibration isolation device of gravestone and the gravestone equipped with the vibration isolation device |
| CN201202293Y (en) * | 2008-06-06 | 2009-03-04 | 张昌茂 | Assembled anti-vibration movable house |
| CN112922010A (en) * | 2021-02-03 | 2021-06-08 | 阳江市第四建筑工程有限公司 | Anti-seismic building construction structure |
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| CN117703154A (en) | 2024-03-15 |
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