CN111997412A - Structure is built to antidetonation room - Google Patents
Structure is built to antidetonation room Download PDFInfo
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- CN111997412A CN111997412A CN202010832801.XA CN202010832801A CN111997412A CN 111997412 A CN111997412 A CN 111997412A CN 202010832801 A CN202010832801 A CN 202010832801A CN 111997412 A CN111997412 A CN 111997412A
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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
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
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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
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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
- E04B1/36—Bearings or like supports allowing movement
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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
- 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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- 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)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to a structure is built in antidetonation room, relate to building engineering's field, which comprises a base, the room body, the base is fixed in ground, the room body sets up on supporting the base, the room body includes the stand, the baffle, the crossbeam, the roof, the stand is connected in the base upper surface, the stand is vertical to be provided with many, first mounting groove has been seted up on the stand side, the vertical extension of first mounting groove, the baffle is located between the adjacent coexistence post, the baffle is inserted and is located first mounting groove, the crossbeam sets up between the adjacent coexistence post, the crossbeam is located the stand and is close to the top position, the roof sets up between the crossbeam, be provided with on the. This application has the effectual effect of antidetonation.
Description
Technical Field
The application relates to the field of constructional engineering, in particular to an earthquake-resistant building structure.
Background
Earthquake is a natural disaster with serious harm, property loss and casualties caused by earthquake, mainly caused by collapse of buildings, the earthquake can not be regularly generated, and the current technology cannot accurately forecast the earthquake.
In order to reduce damage caused by earthquakes, people try to design various urban building buildings in an earthquake-proof manner, but forget to protect the buildings temporarily living in the building site by people during building of the buildings in an earthquake-proof manner.
Disclosure of Invention
In order to improve the antidetonation effect of activity board house, this application provides a structure is built in antidetonation room.
The application provides a structure is built to antidetonation room adopts following technical scheme:
an earthquake-resistant building structure comprises a base and a building body, wherein the base is fixed on the ground, the building body is arranged on a supporting base and comprises stand columns, baffle plates, cross beams and a top plate, the stand columns are connected to the upper surface of the base, a plurality of stand columns are vertically arranged, first mounting grooves are formed in the side surfaces of the stand columns, the first mounting grooves vertically extend, the baffle plates are positioned between two adjacent stand columns, the baffle plates are inserted in the first mounting grooves, the crossbeam is arranged between two adjacent upright posts, the crossbeam is positioned at the position close to the top of the upright posts, the top plate is arranged between the crossbeams, the baffle is provided with a reinforcing component, the reinforcing component comprises a fixing block, a fixing rod and a bearing block, the fixing block is fixedly connected on the baffle, the bearing block is fixedly connected on the upright posts, the upper surface of the bearing block is provided with a bearing groove, the fixing rod is positioned in the bearing groove, and one end of the fixing rod, which is far away from the bearing groove, is rotatably connected to the fixing block, and the rotating axis of the fixing rod is perpendicular to the baffle.
By adopting the technical scheme, when the building structure is built, the base is fixed on the ground, the upright post is connected to the supporting plate, the baffle plate is inserted into the first mounting groove, the fixing rod is rotated to be clamped in the bearing groove, the assembly of the upright post can be rapidly and conveniently carried out, the fixing rod connects the fixing block and the bearing block together, so that the further enhancement of the connection between the baffle plate and the upright post is realized, when an earthquake occurs, the upright post and the baffle plate can shake in the horizontal direction under the action of transverse earthquake waves, because the upright post and the baffle plate have different mass, shape and the like, the upright post and the baffle plate can generate the tendency of shaking at different frequencies under the action of the transverse waves, when the shaking occurs, the fixing rod plays a role of pulling between the upright post and the baffle plate, the tendency of shaking at different frequencies of the upright post and the baffle plate is reduced, and the probability of falling off of the baffle plate from the upright post is reduced, be favorable to improving the antidetonation effect of building, in addition, because the stand can carry out used repeatedly, after using for a long time, stand self can take place the expansion deformation, the lateral wall of first mounting groove can be to keeping away from each other's direction deformation, can extrude the dead lever in the lateral wall deformation process of first mounting groove, the dead lever is to the application of the lateral wall of first mounting groove and the opposite force of the lateral wall deformation direction of first mounting groove, can reduce the lateral wall deformation's of first mounting groove possibility, improve the stability of building.
Preferably, the reinforcing assembly is provided with a plurality of reinforcing assemblies along the vertical direction, a screw rod is inserted into the bearing block, and the screw rod penetrates through the bearing block and is arranged on the fixing rod.
Through adopting above-mentioned technical scheme, set up a plurality of reinforcement assembly and can be so that realize being connected of multiple spot between baffle and the stand and strengthen, be favorable to improving the stability of being connected between baffle and the stand, when taking place the earthquake, the vertical direction's rocking can take place for stand and baffle under the effect of earthquake vertical wave, the screw rod is fixed the dead lever and accept between the piece, can reduce the baffle possibility that upwards breaks away from the stand under the effect of earthquake vertical wave, be favorable to improving the antidetonation effect of building.
Preferably, the top of the upright post is provided with a fixing groove, the fixing groove vertically extends from the top of the upright post, the two ends of the cross beam are fixedly connected with connecting rods, and the connecting rods are inserted into the fixing groove.
Through adopting above-mentioned technical scheme, before assembling and building, stand, baffle, crossbeam, roof respectively become integratively, convenient storage and transportation, with the transportation behind target location such as stand, baffle, crossbeam, roof, accomplish the back with stand and baffle installation, insert the connecting rod on the crossbeam and locate the fixed slot, realize the installation of crossbeam, realize the quick convenient equipment of building.
Preferably, be provided with fixed subassembly on the crossbeam, fixed subassembly includes the connection piece, and the bolt, connection piece fixed connection in connecting rod bottom, the connection piece begins to extend to the position of keeping away from the crossbeam middle part from the connecting rod bottom, and the storage tank has been seted up at the stand top, and the storage tank begins vertical extension from the stand top, and storage tank and fixed slot intercommunication, and the connection piece is arranged in the storage tank, and the bolt passes connection piece threaded connection in the stand.
Through adopting above-mentioned technical scheme, when inserting the connecting rod of crossbeam in locating the fixed slot, the connection piece moves along with the connecting rod, the connection piece is arranged in the storage tank, pass connection piece and stand threaded connection with the bolt, realize crossbeam and the ascending fixed of the vertical side of stand, when the emergence earthquake, under the effect of earthquake vertical wave, the rocking of vertical side can take place for stand and crossbeam, the connecting rod rocks along with the crossbeam with the connection piece, the bolt can reduce the connection piece and upwards break away from the possibility of storage tank, and then reduce the possibility that crossbeam and stand break away from, be favorable to improving the antidetonation effect of building.
Preferably, a supporting plate is arranged in the base, the supporting plate is horizontally and slidably connected to the base, a first sliding groove is formed in the supporting plate, and the supporting plate is located in the first sliding groove.
Through adopting above-mentioned technical scheme, under the effect of earthquake transverse wave, the backup pad horizontal migration in first spout, the backup pad drives stand horizontal migration, the energy of earthquake transverse wave effect backup pad is partly turned into the kinetic energy of backup pad and stand, consume the energy of earthquake vertical wave, the backup pad, the stand is unanimous with the direction of motion of earthquake transverse wave, reduce the backup pad, the speed difference between stand and the earthquake transverse wave, and then reduce the effect of earthquake transverse wave to backup pad, stand, reduce the probability that the stand damaged under the effect of earthquake transverse wave, be favorable to improving the antidetonation effect of building.
Preferably, the vertical side surface of the supporting plate is provided with a first elastic damper, and the first elastic damper is abutted against the side wall of the first sliding groove.
Through adopting above-mentioned technical scheme, elastic shrinkage and tensile can take place for first elastic damping under the effect of earthquake transverse wave, provide the space for the removal of backup pad, and first elastic damping can also absorb the energy of partly earthquake transverse wave in addition, reduces the energy that earthquake transverse wave acted on the backup pad, is favorable to improving the antidetonation effect of building.
Preferably, the bottom of the upright post is connected with a sliding block, the sliding block vertically slides in the support plate, a second sliding groove is formed in the support plate, the sliding block is arranged in the second sliding groove, the sliding block is matched with the second sliding groove, the bottom of the sliding block is provided with second elastic damping, the top of the sliding block is fixedly connected with a connecting sleeve, the connecting sleeve is vertically slidably connected to the support plate, one end, away from the sliding block, of the connecting sleeve is located outside the support plate, and the upright post is.
By adopting the technical scheme, when the upright post and the supporting plate are assembled, the upright post is inserted into the connecting sleeve, the operation is convenient and rapid, when an earthquake occurs, the slide block vertically moves in the second chute under the action of the earthquake vertical wave, the slide block drives the upright post to move, part of energy of the upright post under the action of the earthquake vertical wave is converted into kinetic energy of the upright post, the energy of the earthquake vertical wave is consumed, the moving direction of the upright post and the earthquake vertical wave is consistent, the speed difference between the upright post and the earthquake vertical wave is reduced, the action of the earthquake vertical wave on the upright post is further reduced, the damage probability of the upright post under the action of the earthquake vertical wave is reduced, the earthquake-resistant effect of a building is favorably improved, in addition, the second elastic damping can elastically contract and stretch under the action of the earthquake vertical wave to provide space for the movement of the slide block, meanwhile, the first elastic damping can also absorb part of energy of the earthquake vertical wave, is favorable for improving the anti-seismic effect of the building.
Preferably, be provided with firm subassembly on the adapter sleeve, firm subassembly includes firm piece, firm pole, and firm piece fixed connection has seted up the firm groove in the stand side on the firm piece, and firm pole is located the firm inslot, and the one end that firm pole kept away from the firm groove rotates to be connected in the adapter sleeve, and the axis of rotation of firm pole is vertical.
Through adopting above-mentioned technical scheme, insert the stand and locate the adapter sleeve after, rotate the firm pole and make firm pole be located stable inslot, pass firm pole, dead lever and accept the piece with the screw rod, the screw rod is fixed stand and adapter sleeve, reduces the probability that the stand upwards breaks away from the adapter sleeve under the effect of earthquake vertical wave, is favorable to improving building antidetonation effect.
Preferably, the bottom of the support plate is provided with a buffer layer.
Through adopting above-mentioned technical scheme, the buffer layer can absorb partly earthquake and erect the ripples, reduces the energy that earthquake vertical wave acted on the backup pad, and then reduces the energy that earthquake vertical wave acted on the stand, is favorable to improving the antidetonation effect of building.
In summary, the present application includes at least one of the following beneficial technical effects:
1. by arranging the reinforcing component, the stability of connection between the baffle and the upright post is enhanced, and the anti-seismic effect of the building is improved;
2. the vertical columns are vertically and slidably connected to the supporting plate, so that the influence of vertical earthquake waves on the vertical columns is relieved, and the earthquake-resistant effect of the building is improved;
3. through setting up backup pad horizontal sliding connection in base, slow down the influence of earthquake transverse wave to backup pad and stand, be favorable to improving the antidetonation effect.
Drawings
Fig. 1 is a schematic view of the overall structure of the present embodiment.
Fig. 2 is a sectional view showing the inside of the base.
Fig. 3 is an enlarged view of a portion a in fig. 2.
Fig. 4 is a schematic structural view of the present embodiment hiding a baffle and a base.
Fig. 5 is an enlarged view of a portion B in fig. 4.
Fig. 6 is a sectional view showing the inside of the first mounting groove.
Fig. 7 is a sectional view showing the connection of the cross member and the vertical post.
Fig. 8 is an enlarged view of the portion C in fig. 7.
Description of reference numerals: 1. a base; 11. a support plate; 111. a first elastic damping; 112. a buffer layer; 113. a second chute; 114. a reinforcing block; 12. a first chute; 2. a house body; 21. a column; 211. a first mounting groove; 212. fixing grooves; 213. a containing groove; 214. a slider; 2141. a second elastic damping; 215. connecting sleeves; 216. a clamping block; 22. a baffle plate; 221. a door panel; 222. a card slot; 23. a cross beam; 231. a second mounting groove; 232. a connecting rod; 24. a top plate; 3. a reinforcement assembly; 31. a fixed block; 32. fixing the rod; 33. a bearing block; 331. a receiving groove; 332. a screw; 3321. a nut; 4. a fixing assembly; 41. connecting sheets; 42. a bolt; 5. a stabilizing assembly; 51. a stabilizing block; 511. a stabilizing groove; 52. And (4) stabilizing the rod.
Detailed Description
The present application is described in further detail below with reference to figures 1-7.
The embodiment of the application discloses structure is built to antidetonation room. Referring to fig. 1, a structure is built in antidetonation room includes base 1, the room body 2, base 1 is fixed subaerial, the room body 2 sets up on base 1, the room body 2 includes stand 21, baffle 22, crossbeam 23, roof 24, stand 21 sets up on base 1, stand 21 is provided with four, baffle 22 sets up between adjacent two stands 21, crossbeam 23 sets up between adjacent two stands 21, and crossbeam 23 is located stand 21 top position, roof 24 sets up between crossbeam 23, be provided with between baffle 22 and the stand 21 and strengthen the subassembly 3 that baffle 22 and stand 21 are connected stability, strengthen the stability of being connected between baffle 22 and the stand 21, be favorable to improving the architectural effect antidetonation.
Referring to fig. 2, a supporting plate 11 is arranged in a base 1, the supporting plate 11 is horizontally slidably connected to the base 1, a first sliding groove 12 is formed in the base 1, the first sliding groove 12 vertically extends from the top of the base 1, the supporting plate 11 is located in the first sliding groove 12, the supporting plate 11 is adapted to the first sliding groove 12, a first elastic damper 111 is arranged on the vertical side surface of the supporting plate 11, the first elastic damper 111 is abutted to the side wall of the first sliding groove 12, the first elastic damper 111 is made of rubber, when an earthquake occurs, under the action of earthquake transverse waves, the supporting plate 11 horizontally slides in the first sliding groove 12, the supporting plate 11 drives a house body 2 to slide together, so that a part of energy of the earthquake transverse waves is converted into kinetic energy of the supporting plate 11 and the house body 2, meanwhile, the first elastic damper 111 can also absorb a part of energy of the earthquake transverse waves, the ability of the earthquake transverse waves to act on the house body 2 is reduced, and, first elastic damping 111 still provides the space for the motion of backup pad 11, and in addition, the moving direction of backup pad 11 and the room body 2 is the same with the moving direction of earthquake transverse wave, can reduce the velocity difference between earthquake transverse wave and the room body 2, and then reduces earthquake transverse wave to the destructive power of the room body 2, is favorable to improving the antidetonation effect of the room body 2.
Referring to fig. 2 and 3, a sliding block 214 is disposed in the support plate 11, the sliding block 214 is vertically slidably connected to the support plate 11, the support plate 11 is provided with a second sliding groove 113, the sliding block 214 is disposed in the second sliding groove 113, the sliding block 214 is adapted to the second sliding groove 113, a connecting sleeve 215 is fixedly connected to the top of the sliding block 214, one end of the connecting sleeve 215 far away from the sliding block 214 is disposed outside the support plate 11, a reinforcing block 114 is fixedly connected to the top of the support plate 11, a side surface of the reinforcing block 114 far away from the support plate 11 and one end of the connecting sleeve 215 far away from the support plate 11 are on the same horizontal plane, a second elastic damper 2141 is disposed at the bottom of the sliding block 214, the upright post 21 is inserted into the connecting sleeve 215, the bottom of the baffle 22 abuts against the reinforcing block 114, the bottom of the support plate 11, reduce the energy that earthquake vertical wave transmitted backup pad 11, under the effect of earthquake vertical wave, slider 214 vertical motion in second spout 113, slider 214 drives stand 21 vertical motion, stand 21 drives baffle 22, crossbeam 23, roof 24 moves together, make the energy of earthquake vertical wave partly convert the kinetic energy of the motion of the room body 2, second elastic damping 2141 also can absorb the energy of a part of earthquake transverse wave simultaneously, reduce the ability that earthquake transverse wave acted on room body 2, reduce the room body 2 and damage under the effect of earthquake transverse wave, in addition, the moving direction of the room body 2 is the same with the moving direction of earthquake vertical wave, can reduce the velocity difference between earthquake vertical wave and the room body 2, and then reduce the destructive power of earthquake vertical wave to room body 2, be favorable to improving the antidetonation effect of room body 2.
Referring to fig. 3, a stabilizing assembly 5 is arranged on the connecting sleeve 215, the stabilizing assembly 5 includes a stabilizing block 51 and a stabilizing rod 52, the stabilizing block 51 is fixedly connected to the side surface of the upright post 21, a stabilizing groove 511 is formed in the stabilizing block 51, the stabilizing rod 52 is located in the stabilizing groove 511, one end of the stabilizing rod 52, which is far away from the stabilizing groove 511, is rotatably connected to the connecting sleeve 215, the rotation axis of the stabilizing rod 52 is vertical, after the upright post 21 is inserted into the connecting sleeve 215, the stabilizing rod 52 is rotated to enable the stabilizing rod 52 to be located in the stabilizing groove 511, the screw rod 332 penetrates through the stabilizing rod 52, the fixing rod 32 and the bearing block 33, the screw rod 332 fixes the upright post 21 and the connecting sleeve 215, the probability that the upright post 21 is separated from the connecting sleeve 215 upwards under the action of vertical earthquake waves.
Referring to fig. 4, a first mounting groove 211 is formed on a side surface of the pillar 21, the first mounting groove 211 vertically extends, and the blocking plate 22 is inserted into the first mounting groove 211.
Referring to fig. 5 and 6, the reinforcing component 3 includes a fixing block 31, a fixing rod 32, and a receiving block 33, the fixing block 31 is fixedly connected to the baffle 22, the receiving block 33 is fixedly connected to the upright post 21, a receiving groove 331 is formed on the upper surface of the receiving block 33, the fixing rod 32 is located in the receiving groove 331, one end of the fixing rod 32 away from the receiving groove 331 is rotatably connected to the fixing block 31, the rotation axis of the fixing rod 32 is perpendicular to the baffle 22, a screw rod 332 is inserted into the receiving block 33, the screw rod 332 penetrates through the receiving block 33 and the fixing rod 32, a nut 3321 is threadedly connected to the screw rod 332, the reinforcing component 3 is vertically provided with a plurality of blocks, a door panel 221 is provided on one baffle 22, a block 216 is fixedly connected to the side wall of the first mounting groove 211, the block 216 vertically extends, a block 222 is formed on the baffle 22, the block 222 vertically extends, the block 216, the latch 216 is disposed in the latch slot 222.
Referring to fig. 4 and 5, after the upright post 21 is inserted into the connecting sleeve 215, the fixture block 216 is aligned with the fixture groove 22, the baffle plate 22 is inserted into the first mounting groove 211 from above the upright post 21 to below, the fixing rod 32 is rotated to clamp the fixing rod 32 in the receiving groove 331, the screw rod 332 passes through the receiving block 33 and the fixing rod 32, the nut 3321 is screwed on the screw rod 332 to enable the nut 3321 to abut against the outer wall of the receiving block 33, when an earthquake occurs, the upright post 21 and the baffle plate 22 can horizontally shake under the action of transverse waves of the earthquake, when the shaking frequencies of the upright post 21 and the baffle plate 22 are inconsistent, the movement of the fixture block 216 in the horizontal direction is blocked by the side wall of the fixture groove 222, so as to reduce the possibility that the baffle plate 22 is separated from the first mounting groove 211, and at the same time, the fixing rod 32 plays a role of pulling between the upright post 21 and the baffle plate 22, when the shaking frequencies of the, the fixing rod 32 pulls the baffle 22, the probability that the baffle 22 falls off from the upright post 21 is further reduced, the damage to personnel caused by the falling of the baffle 22 is reduced, and the improvement of the anti-seismic effect of the building body 2 is facilitated, in addition, the upright post 21 can deform under the action of earthquake transverse waves, the side walls of the first mounting groove 211 can deform towards the direction away from each other, the fixing rod 32 can be extruded in the deformation process of the side walls of the first mounting groove 211, the fixing rod 32 applies a force to the side walls of the first mounting groove 211, the force is opposite to the deformation direction of the side walls of the first mounting groove 211, the possibility of the deformation of the side walls of the first mounting groove 211 can be reduced, the separation of the fixture blocks 216 from the clamping grooves 222 in the direction perpendicular to the side walls of the first mounting groove 212 is reduced, the connection effect of the fixture blocks 216 on the baffle 22 and the upright post 21 is ensured, the, the stability of the house body 2 is improved, and the anti-seismic effect of the house body 2 is improved.
Referring to fig. 7 and 8, a second mounting groove 231 is formed in a side surface of the cross beam 23, the second mounting groove 231 extends horizontally, the top plate 24 is inserted into the second mounting groove 231, a fixing groove 212 is formed in a top portion of the upright post 21, the fixing groove 212 extends vertically from the top portion of the upright post 21 from the fixing groove 212, connecting rods 232 are fixedly connected to two ends of the cross beam 23, the connecting rods 232 are inserted into the fixing grooves 212, a fixing assembly 4 is disposed on the cross beam 23, the fixing assembly 4 includes a connecting piece 41 and a bolt 42, the connecting piece 41 is fixedly connected to a bottom portion of the connecting rod 232, the connecting piece 41 extends from the bottom portion of the connecting rod 232 to a position far away from a middle portion of the cross, the receiving groove 213 is communicated with the fixing groove 212, the connecting piece 41 is disposed in the receiving groove 213, and the bolt 42 is threaded to the pillar 21 through the connecting piece 41.
Referring to fig. 7 and 8, after the vertical column 21 and the baffle 22 are assembled, the connecting rod 232 is inserted into the fixing groove 212, the connecting piece 41 is placed in the containing groove 213 along with the movement of the connecting rod 232, the installation of one cross beam 23 is completed, then the installation of the next cross beam 23 is performed, the connecting piece 41 of the next cross beam 23 is overlapped above the connecting piece 41 of the installed cross beam 23, after the assembly of the three cross beams 23 is completed, the top plate 24 is inserted into the second mounting groove 231, then the end of the top plate 24 which is not inserted into the second mounting groove 231 is slightly lifted up, the fourth cross beam 23 is moved, the top plate 24 is inserted into the second mounting groove 231 of the fourth cross beam 23, then the fourth cross beam 23 is moved downwards, the connecting rod 232 is clamped into the fixing groove 212, then the bolt 42 is screwed to the vertical column 21 through the two overlapped connecting pieces 41, and the assembly of the whole house 2 is, convenient and fast, when taking place the earthquake, under the effect of earthquake vertical wave, rocking of vertical direction can take place for stand 21 and crossbeam 23, and connecting rod 232 rocks along with crossbeam 23 with connection piece 41, and bolt 42 can reduce the possibility that connection piece 41 upwards breaks away from storage tank 213, and then reduces the possibility that crossbeam 23 and stand 21 break away from, is favorable to improving the antidetonation effect of building.
The implementation principle of the embodiment is as follows: before assembly, the base 1, the upright post 21, the cross beam 23, the baffle plate 22 and the top plate 24 are integrated into a whole for convenient transportation, after all the components are conveyed to a target position, the base 1 is fixed on the ground by using a reinforcing bolt, the upright post 21 is inserted into the connecting sleeve 215, the rotating stabilizing rod 52 is arranged in the stabilizing groove 511, the baffle plate 22 is inserted into the first fixing groove 212, then the fixing rod 32 is rotated to be arranged in the receiving groove 331, the screw rod 332 passes through the receiving block 33 and the fixing rod 32, the nut 3321 is screwed on the screw rod 332 to ensure that the nut 3321 is abutted against the side wall of the receiving block 33, then the first cross beam 23 is operated to ensure that the connecting piece 41 is arranged in the receiving groove 213 in the fixing groove 212, then the second cross beam 23 is operated in the same way to ensure that the connecting piece 41 of the second cross beam 23 is lapped on the connecting piece 41 of the first cross beam 23, and the operating bolt 42 is, the third beam 23 is installed in the same way, then the top plate 24 is inserted into the second installation groove 231, then the fourth beam 23 is installed in the same way, the assembling and building of the whole building are completed, the operation is convenient and fast, when the room body 2 needs to be disassembled, the bolt 42 is unscrewed, one beam 23 is pulled out from the fixed groove 212, then the top plate 24 is pulled out from the second installation groove 231, then the rest beams 23 are taken out, the unscrewing nut 3321 is unscrewed to rotate the fixed rod 32 to leave the receiving groove 331, the baffle plate 22 is pulled out from the first installation groove 211, the stabilizing rod 52 is rotated to leave the stabilizing groove 511, the upright rod is pulled out from the connecting sleeve 215, then the reinforcing bolt 42 is unscrewed to separate the base 1 from the ground, the disassembling of the whole building is realized, the operation is convenient and fast, when an earthquake occurs, under the action of transverse waves, the supporting plate 11 drives the room body 2 to horizontally slide in the first sliding groove 12 to reduce the destructive power of the earthquake transverse waves to the room body, under the effect of earthquake vertical waves, the sliding block 214 drives the upright post 21 to vertically move so as to reduce the destructive force of the earthquake vertical waves on the house body 2, and in the shaking process of the upright post 21 and the baffle plate 22, the bolt 42 can reduce the probability that the fixing rod 32 falls off from the bearing groove 331, so that the probability that the baffle plate 22 is separated from the upright post 21 is reduced, and the earthquake-resistant effect of the house body 2 is improved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (9)
1. The utility model provides a structure is built to antidetonation room which characterized in that: including base (1), the room body (2), base (1) is fixed in ground, the room body (2) sets up on supporting pedestal (1), the room body (2) is including stand (21), baffle (22), crossbeam (23), roof (24), stand (21) are connected in base (1) upper surface, stand (21) are vertical to be provided with many, first mounting groove (211) have been seted up on stand (21) side, vertical extension of first mounting groove (211), baffle (22) are located between adjacent two stands (21), baffle (22) are inserted and are located in first mounting groove (211), crossbeam (23) set up between adjacent two stands (21), crossbeam (23) are located stand (21) and are close to the top position, roof (24) set up between crossbeam (23), be provided with on baffle (22) and consolidate subassembly (3), consolidate subassembly (3) including fixed block (31), consolidate subassembly (3), The fixing device comprises a fixing rod (32) and a bearing block (33), wherein the fixing block (31) is fixedly connected to the baffle (22), the bearing block (33) is fixedly connected to the upright post (21), a bearing groove (331) is formed in the upper surface of the bearing block (33), the fixing rod (32) is located in the bearing groove (331), one end, far away from the bearing groove (331), of the fixing rod (32) is rotatably connected to the fixing block (31), and the rotating axis of the fixing rod (32) is perpendicular to the baffle (22).
2. An earthquake-resistant building structure according to claim 1, wherein: the reinforcing component (3) is provided with a plurality of screws (332) along the vertical direction, the screw (332) is inserted into the bearing block (33), and the screw (332) penetrates through the bearing block (33) and is arranged on the fixing rod (32).
3. An earthquake-resistant building structure according to claim 1, wherein: fixed slot (212) have been seted up at stand (21) top, and fixed slot (212) begin vertical extension from stand (21) top, crossbeam (23) both ends fixedly connected with connecting rod (232), and connecting rod (232) insert locate in fixed slot (212).
4. An earthquake-resistant building structure according to claim 2, wherein: be provided with fixed subassembly (4) on crossbeam (23), fixed subassembly (4) are including connection piece (41), bolt (42), connection piece (41) fixed connection is in connecting rod (232), connection piece (41) begin to extend to the position of keeping away from crossbeam (23) middle part from connecting rod (232) bottom, storage tank (213) have been seted up at stand (21) top, vertical extension is started from stand (21) top in storage tank (213), and storage tank (213) and fixed slot (212) intercommunication, storage tank (213) are arranged in connection piece (41), bolt (42) pass connection piece (41) threaded connection in stand (21).
5. An earthquake-resistant building structure according to claim 1, wherein: the support plate (11) is arranged in the base (1), the support plate (11) is horizontally connected to the base (1) in a sliding mode, a first sliding groove (12) is formed in the support plate (11), and the support plate (11) is located in the first sliding groove (12).
6. An earthquake-resistant building structure according to claim 5, wherein: the vertical side of the supporting plate (11) is provided with a first elastic damper (111), and the first elastic damper (111) layer is abutted against the side wall of the first sliding groove (12).
7. An earthquake-resistant building structure according to claim 1, wherein: the utility model discloses a support plate, including stand (21), slider (214) vertical slip in backup pad (11), second spout (113) have been seted up on backup pad (11), slider (214) are arranged in second spout (113), slider (214) and second spout (113) looks adaptation, slider (214) bottom is provided with second elastic damping (2141), slider (214) top fixedly connected with adapter sleeve (215), adapter sleeve (215) vertical sliding connection is in backup pad (11), slider (214) one end is kept away from in adapter sleeve (215) outside being located backup pad (11), stand (21) are inserted and are located adapter sleeve (215).
8. An earthquake-resistant building structure according to claim 7, wherein: be provided with firm subassembly (5) on adapter sleeve (215), firm subassembly (5) are including firm piece (51), firm pole (52), firm piece (51) fixed connection in stand (21) side, firm groove (511) have been seted up on firm piece (51), firm pole (52) are located firm groove (511), the one end rotation that firm groove (511) were kept away from in firm pole (52) is connected in adapter sleeve (215), the axis of rotation of firm pole (52) is vertical.
9. An earthquake-resistant building structure according to claim 5, wherein: the bottom of the support plate (11) is provided with a buffer layer (112).
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| CN111997412B (en) | 2021-10-01 |
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