CN116657785A - Anti-seismic structure - Google Patents
Anti-seismic structure Download PDFInfo
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- CN116657785A CN116657785A CN202310552834.2A CN202310552834A CN116657785A CN 116657785 A CN116657785 A CN 116657785A CN 202310552834 A CN202310552834 A CN 202310552834A CN 116657785 A CN116657785 A CN 116657785A
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- connecting frame
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- groove
- drive shaft
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- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000010030 laminating Methods 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 abstract description 23
- 230000035939 shock Effects 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 9
- 239000011521 glass Substances 0.000 description 4
- 239000011241 protective layer Substances 0.000 description 3
- 238000011160 research Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002023 wood Substances 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
- 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
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
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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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention provides an anti-seismic structure, which relates to the technical field of civil engineering and comprises a main body structure and a clamping mechanism; the connecting structure is movably connected in the main body structure and is simultaneously and movably connected with the limiting structure, the two sides of the main body structure are respectively and movably connected with the supporting structure and the reciprocating structure, and the reciprocating structure is simultaneously and movably connected with the drawknot mechanism; the fixture is fixed connection respectively in the upper and lower both sides of major structure, and major structure includes: the connecting frame, the bracing piece, the reservation groove, the fixed column, the connecting frame is respectively through bracing piece fixed connection, while fixedly connected with fixed column in the connecting frame, the both sides of connecting frame are equipped with the reservation groove simultaneously, the square frame construction of connecting frame and bracing piece can effectually constitute, the junction between post and roof beam can also be installed to connecting frame and bracing piece simultaneously to be connected the reinforcing bar in roof beam and the post through the connecting frame, stability between roof beam and the post can effectually be improved, and the shock resistance of building is improved.
Description
Technical Field
The invention relates to the technical field of civil engineering, in particular to an earthquake-resistant structure.
Background
Civil engineering refers to the object of engineering construction. Namely, the building is built on the ground or underground, on land or in water, and various engineering facilities for directly or indirectly serving human life, production, military and scientific research, such as houses, roads, railways, pipelines, tunnels, bridges, canals, dams, ports, power stations, airports, ocean platforms, water supply and drainage, protection engineering and the like, and the building needs to consider the earthquake resistance after building formation, especially the building on an earthquake belt, and further needs to improve the earthquake resistance of the building.
For example, patent application No. cn202211497920.X, which discloses an earthquake-resistant structure comprising a top plate and a bottom plate, characterized in that: an anti-seismic mechanism is arranged between the top plate and the lower bottom, the anti-seismic mechanism comprises a telescopic sleeve, a spring piece is arranged on the periphery of the telescopic sleeve, the telescopic sleeve comprises a fixed rod piece fixed on the base, and a rod piece connected with the fixed rod piece in a sliding fit manner, and the rod piece can move up and down in the fixed rod piece; a top plate is fixed on the upper part of the rod piece, a spring piece is arranged between the top plate and the base, and the maximum shrinkage of the rod piece in the fixed rod piece is the maximum compression of the spring piece; the invention has the advantages that the problem of early damage of a building caused by integration of longitudinal wave and transverse wave prevention in the past shock-absorbing building is changed, and particularly, the invention aims at solving the problems of a light-weight structure building, such as a sunlight house roof, a light-weight steel frame peak structure, a light steel wood mixed roof and the like, and researches show that glass on the sunlight house roof can reduce the service life of the glass because of early intervention of low-frequency transverse wave vibration, and the glass is easier to burst if the glass is poor in quality.
Based on prior art discovery, the shock resistance of most buildings is provided by the reinforcing bars, and the mode of installing the elastic piece is unable effectual improvement building shock resistance, can also influence the intensity of building simultaneously, and current building reinforcing bars connect through the mode of ligature simultaneously, lead to the reinforcing bar junction intensity not enough easily.
Disclosure of Invention
In order to solve the problems, the invention provides the following technical scheme: an anti-seismic structure comprises a main body structure and a clamping mechanism; the connecting structure is movably connected in the main body structure and is simultaneously and movably connected with the limiting structure, the two sides of the main body structure are respectively and movably connected with the supporting structure and the reciprocating structure, and the reciprocating structure is simultaneously and movably connected with the drawknot mechanism; the fixture is fixed connection respectively in the upper and lower both sides of major structure, and major structure includes: the connecting frame, bracing piece, reservation groove, fixed column, the connecting frame is respectively through bracing piece fixed connection, and the fixed column of while fixedly connected with in the connecting frame is equipped with the reservation groove simultaneously in the both sides of connecting frame.
Further, the main structure further includes: the plug-in mounting hole, the routing groove, rotate the groove, the plug-in mounting hole sets up respectively in linking box and bracing piece, is equipped with the routing groove in the linking box simultaneously, and the both sides in routing groove are equipped with respectively and rotate the groove.
Further, the connection structure includes: fixed ring, connecting rod, overlap joint piece A, preformed hole A, fixed ring pass through connecting rod fixed connection respectively, and still fixedly connected with overlap joint piece A simultaneously on the connecting rod is equipped with preformed hole A simultaneously in fixed ring and the connecting rod, and fixed ring passes through preformed hole A and fixed column swing joint, and fixed ring is the arc setting, and its effect is, through the go-between that the arc set up, can effectually avoid concrete when pouring, the aggregate piles up the condition emergence that leads to the hole in the building on the reinforcing bar.
Further, the support structure includes: cushion, the through-hole, the link, control axle A, the cartridge groove, the screw thread groove, control axle A's both ends are equipped with the cartridge groove respectively, and control axle A rotates with the linking bridge simultaneously and is connected, cushion fixed connection is in one side of link, and be equipped with the through-hole in cushion and the link respectively, the link passes through-hole and fixed column sliding connection, be equipped with the screw thread groove in the link simultaneously, the link passes through the screw thread groove and is connected with control axle A rotation, one side of cushion is the arc setting, and the cushion laminates each other with the template, its effect is, can support the linking bridge through the cushion, avoid the protective layer between reinforcing bar and the concrete to appear uneven condition and take place, can effectually improve the holistic stability of building.
Further, the limit structure includes: control axle B, limiting plate, the sliding plate, overlap joint piece B, preformed hole B, control axle B passes through preformed hole A and connecting rod swing joint respectively, two sets of limiting plates of while fixedly connected with on the control axle B, the sliding plate rotates simultaneously with control axle B and is connected, the both ends of sliding plate are equipped with preformed hole B respectively, the sliding plate passes through preformed hole B and fixed column sliding connection, one side fixedly connected with overlap joint piece B of sliding plate, overlap joint piece B sets up with overlap joint piece A relatively respectively, overlap joint piece A is the arc with overlap joint piece B respectively and sets up, its effect is, overlap joint piece A and overlap joint piece B through the arc setting can make overlap joint piece A well mutually laminate with the reinforcing bar, and strengthen the cohesiveness between connecting frame and the reinforcing bar, control axle B is the echelonment setting with the stopper, its effect is, the control axle B that can carry out the phase paper to the sliding distance of sliding plate through the echelonment setting with the stopper.
Further, the clamping mechanism includes: fixed plate, the dead lever, anchor clamps, drive shaft A, knob A, the dead plate is fixed connection respectively on the connecting frame, the both ends of dead lever respectively with fixed plate fixed connection, the dead lever simultaneously with anchor clamps swing joint, swing joint has drive shaft A simultaneously on the dead plate, drive shaft A's both ends respectively fixedly connected with knob A, drive shaft A rotates with anchor clamps simultaneously and is connected, the anchor clamps are the arc setting, its effect is, the anchor clamps through the arc setting, can make the good laminating of anchor clamps on vertical reinforcing bar, and drive shaft A adopts the screw rod, and screw thread on the drive shaft A is two-way setting, its effect is, when drive shaft A rotates, can inwards respectively outwards carry out the slip through drive shaft A simultaneous control two sets of anchor clamps, the anchor clamps can also carry out spacingly through the dead lever, prevent that anchor clamps from rotating along with drive shaft A simultaneously, the condition that can't slide takes place.
Further, the clamping mechanism further comprises: guide bar, elastic component, stopper, sliding tray, the sliding tray sets up in one side of fixed plate, and the guide bar passes through sliding tray fixed connection in the fixed plate, and swing joint has the elastic component on the guide bar, and the stopper respectively with guide bar, fixed plate sliding connection, the stopper laminating is in drive shaft A's one side, and the both ends of elastic component are laminated mutually with fixed plate, stopper respectively, and the elastic component adopts the spring, and its effect is, can control the stopper to slide to one end automatically through the elastic component, and the stopper laminating that simultaneously still can be good is to drive shaft A on, prevents that drive shaft A from taking place the rotation automatically.
Further, the reciprocating structure includes: drive shaft B, knob B, cartridge piece, connecting plate, cartridge pole, drive shaft B rotates through rotation groove and connecting frame to be connected, drive shaft B's both ends fixedly connected with knob B respectively, drive shaft B rotates simultaneously with the connecting plate to be connected, the connecting plate passes through hollow groove and connecting frame sliding connection, the upper and lower both ends of connecting plate are fixedly connected with cartridge piece respectively, cartridge piece simultaneously with cartridge pole swing joint, drive shaft B's both ends are equipped with the screw thread respectively, and drive shaft B's screw thread is two-way setting, its effect is, when drive shaft B rotates, can control two sets of connecting plates respectively and slide through drive shaft B to fix the cartridge pole through the cartridge piece.
Further, the drawknot mechanism comprises: the connecting ring A and the connecting ring B are respectively fixedly connected to the inserting rod, and one side of the connecting ring A is fixedly connected with the connecting ring B.
Further, the drawknot mechanism further comprises: the utility model provides a tie bar, baffle, nut, fixedly connected with baffle on the tie bar, the nut bolt is in the one end of tie bar simultaneously, tie bar simultaneously with go-between B swing joint, baffle and nut laminating respectively in go-between B's both sides, tie bar, baffle and nut are echelonment setting respectively, and its effect is, can effectually fix the tie bar in go-between B through the baffle and the nut that echelonment set up.
The invention at least comprises the following beneficial effects:
1. this earthquake-resistant structure, connecting frame and bracing piece can effectually constitute square frame construction, junction between post and roof beam can also be installed to connecting frame and bracing piece simultaneously to be connected the reinforcing bar in roof beam and the post through the connecting frame, can effectually improve the stability between roof beam and the post, can fix horizontal, vertical and fore-and-aft reinforcing bar respectively through go-between A, go-between B, overlap joint piece B and anchor clamps simultaneously, when the fixed mode is comparatively simple and easy, can also effectually improve the drawknot ability between the reinforcing bar when taking place the earthquake, improve the shock resistance of building, avoid the building to appear collapsing.
2. This anti-seismic structure can also effectually improve the stability between connecting frame and the bracing piece through solid fixed ring and connecting rod, avoids the building to take place to warp in the major structure when taking place to rock and the condition that damages appears, can also bear the weight of the reinforcing bar through overlap joint piece A in the connecting rod simultaneously.
3. This anti-seismic structure can control connecting plate and cartridge piece respectively inwards slide through drive shaft B to fix the cartridge pole through the cartridge piece, when the fixed mode is comparatively simple, can be further improve the stability between reinforcing bar and the connecting frame, roof beam and post mode break away from when avoiding the earthquake.
4. This anti-seismic structure, control axle A can control the link to slide to both ends respectively, and the link is in the gliding, can also make link and cushion laminating to the template to support link and template, can effectually guarantee the thickness of protective layer between reinforcing bar and the concrete, further improved stability and shock resistance of building, simultaneously after control axle A stops rotating, can also effectually support the link, avoid the connection to take place in the condition of retrieving automatically.
Drawings
In order to more clearly illustrate the technical solution of the embodiments of the present invention, the drawings of the embodiments will be briefly described below.
The drawings described below are only for illustration of some embodiments of the invention and are not intended to limit the invention.
In the drawings:
FIG. 1 shows a schematic top view of an embodiment of the present invention;
FIG. 2 shows a schematic structural view of a main body structure according to an embodiment of the present invention;
FIG. 3 shows a schematic structural view of a connection structure according to an embodiment of the present invention;
FIG. 4 shows a schematic structural view of a support structure according to an embodiment of the invention;
FIG. 5 shows a schematic structural view of a limit structure according to an embodiment of the present invention;
FIG. 6 shows a schematic structural view of a clamping mechanism according to an embodiment of the invention;
FIG. 7 shows a schematic cross-sectional structure of a clamping mechanism according to an embodiment of the invention;
FIG. 8 shows a schematic structural view of a reciprocating structure according to an embodiment of the present invention;
fig. 9 shows a schematic structural view of a drawknot mechanism according to an embodiment of the invention.
List of reference numerals:
1. a main body structure; 101. a connection frame; 102. a support rod; 103. a plug-in hole; 104. a hollow groove; 105. a rotating groove; 106. a reserved groove; 107. fixing the column; 2. a connection structure; 201. a fixing ring; 202. a connecting rod; 203. a splicing block A; 204. a preformed hole A; 3. a support structure; 301. a cushion block; 302. a through hole; 303. a connecting frame; 304. a control shaft A; 305. a plug-in groove; 306. a thread groove; 4. a limit structure; 401. a control shaft B; 402. a limiting plate; 403. a sliding plate; 404. a splicing block B; 405. a preformed hole B; 5. a clamping mechanism; 501. a fixing plate; 502. a fixed rod; 503. a clamp; 504. a drive shaft A; 505. a knob A; 506. a guide rod; 507. an elastic member; 508. a limiting block; 509. a sliding groove; 6. a reciprocating structure; 601. a drive shaft B; 602. a knob B; 603. a plug-in block; 604. a connecting plate; 605. a plug-in rod; 7. a drawknot mechanism; 701. a connecting ring A; 702. a connecting ring B; 703. a tie bar; 704. a baffle; 705. and (3) a nut.
Description of the embodiments
Embodiments of the present invention are described in further detail below with reference to the accompanying drawings and examples.
Examples: please refer to fig. 1 to 9:
the invention provides an anti-seismic structure, which comprises a main body structure 1 and a clamping mechanism 5; the connecting structure 2 is movably connected in the main body structure 1, the connecting structure 2 is simultaneously and movably connected with the limiting structure 4, the two sides of the main body structure 1 are respectively and movably connected with the supporting structure 3 and the reciprocating structure 6, and the reciprocating structure 6 is simultaneously and movably connected with the drawknot mechanism 7; the fixture 5 is fixedly connected to the upper side and the lower side of the main body structure 1 respectively, and the main body structure 1 comprises: the connecting frame 101, the bracing piece 102, the reservation groove 106, fixed column 107, connecting frame 101 passes through bracing piece 102 fixed connection respectively, and the fixed column 107 of while fixedly connected with in the connecting frame 101 is equipped with the reservation groove 106 simultaneously in the both sides of connecting frame 101.
As shown in fig. 2, the main structure 1 further includes: the plug-in mounting hole 103, the fretwork groove 104, rotate the groove 105, the plug-in mounting hole 103 sets up respectively in connecting frame 101 and bracing piece 102, be equipped with the fretwork groove 104 simultaneously in the connecting frame 101, the both sides of fretwork groove 104 are equipped with respectively and rotate the groove 105, connecting frame 101 and bracing piece 102 can effectually constitute square frame construction, simultaneously connecting frame 101 and bracing piece 102 can also install the junction between post and roof beam, and be connected the reinforcing bar in roof beam and the post through connecting frame 101, can effectually improve the stability between roof beam and the post, can fix horizontal, vertical and fore-and-aft reinforcing bar respectively through go-between A701, go-between B702, overlap joint piece B404 and anchor clamps 503 simultaneously, the fixed mode is comparatively simple and easy, when taking place the earthquake, still can effectually improve the drawknot ability between the reinforcing bar, improve the shock resistance of building, avoid the building to appear collapsing.
As shown in fig. 3, wherein the connection structure 2 includes: fixed ring 201, connecting rod 202, overlap joint piece A203, preformed hole A204, fixed ring 201 is respectively through connecting rod 202 fixed connection, still fixedly connected with overlap joint piece A203 simultaneously on the connecting rod 202, be equipped with preformed hole A204 simultaneously in fixed ring 201 and the connecting rod 202, fixed ring 201 passes through preformed hole A204 and fixed column 107 swing joint, can also effectually improve the stability between connecting frame 101 and the bracing piece 102 through fixed ring 201 and connecting rod 202, avoid the building to take place to warp in the main part structure 1 when taking place to rock and the circumstances that damages appear, can also bear the reinforcing bar through overlap joint piece A203 in the connecting rod 202 simultaneously.
As shown in fig. 4, wherein the support structure 3 comprises: the connecting frame comprises a cushion block 301, a through hole 302, a connecting frame 303, a control shaft A304, an inserting groove 305 and a threaded groove 306, wherein the inserting groove 305 is respectively arranged at two ends of the control shaft A304, the control shaft A304 is simultaneously and rotatably connected with the connecting frame 101, the cushion block 301 is fixedly connected to one side of the connecting frame 303, the through holes 302 are respectively arranged in the cushion block 301 and the connecting frame 303, the connecting frame 303 is slidably connected with the fixed column 107 through the through holes 302, the threaded groove 306 is simultaneously arranged in the connecting frame 303, the connecting frame 303 is rotatably connected with the control shaft A304 through the threaded groove 306, the control shaft A304 can control the connecting frame 303 to slide towards two ends respectively, the connecting frame 303 and the cushion block 301 are attached to a template while the connecting frame 101 and the template are supported, the thickness of a protective layer between a reinforcing steel bar and concrete can be effectively ensured, the stability and the shock resistance of a building are further improved, and after the control shaft A304 stops rotating, the connecting frame 303 can be effectively supported, and the condition that the connecting frame 303 is automatically recovered is avoided.
As shown in fig. 5, the limiting structure 4 includes: control shaft B401, limiting plate 402, sliding plate 403, overlap joint piece B404, preformed hole B405, control shaft B401 passes through preformed hole A204 respectively and connecting rod 202 swing joint, two sets of limiting plate 402 of fixedly connected with simultaneously on the control shaft B401, sliding plate 403 rotates simultaneously with control shaft B401 to be connected, the both ends of sliding plate 403 are equipped with preformed hole B405 respectively, sliding plate 403 passes through preformed hole B405 and fixed column 107 sliding connection, one side fixedly connected with overlap joint piece B404 of sliding plate 403, overlap joint piece B404 sets up relatively with overlap joint piece A203 respectively.
As shown in fig. 6 and 7, the clamping mechanism 5 includes: fixed plate 501, dead lever 502, anchor clamps 503, drive shaft A504, knob A505, fixed plate 501 respectively fixed connection is on connecting frame 101, and the both ends of dead lever 502 respectively with fixed plate 501 fixed connection, dead lever 502 simultaneously with anchor clamps 503 swing joint, the last swing joint of fixed plate 501 has drive shaft A504 simultaneously, the both ends of drive shaft A504 respectively fixed connection have knob A505, drive shaft A504 simultaneously with anchor clamps 503 swivelling joint.
As shown in fig. 6 and 7, the clamping mechanism 5 further includes: guide bar 506, elastic component 507, stopper 508, sliding groove 509, the sliding groove 509 sets up in one side of fixed plate 501, and guide bar 506 passes through sliding groove 509 fixed connection in fixed plate 501, and swing joint has elastic component 507 on the guide bar 506, stopper 508 respectively with guide bar 506, fixed plate 501 sliding connection, stopper 508 laminating in one side of drive shaft A504, and the both ends of elastic component 507 laminate with fixed plate 501, stopper 508 respectively.
As shown in fig. 8, wherein the reciprocating structure 6 includes: drive shaft B601, knob B602, cartridge piece 603, connecting plate 604, cartridge pole 605, drive shaft B601 rotates with connecting frame 101 through rotating groove 105 and is connected, drive shaft B601's both ends respectively fixedly connected with knob B602, drive shaft B601 rotates with connecting plate 604 simultaneously and is connected, connecting plate 604 passes through hollow groove 104 and connecting frame 101 sliding connection, the upper and lower both ends of connecting plate 604 respectively fixedly connected with cartridge piece 603, cartridge piece 603 simultaneously with cartridge pole 605 swing joint, can control connecting plate 604 and cartridge piece 603 inwards slide respectively through drive shaft B601, and fix cartridge pole 605 through cartridge piece 603, when the fixed mode is comparatively simple, stability between reinforcing bar and connecting frame 101 can be further improved, beam and post mode break away during the time of avoiding the earthquake.
As shown in fig. 9, the drawknot mechanism 7 includes: the connecting ring A701 and the connecting ring B702 are respectively fixedly connected to the inserting rod 605, and the connecting ring B702 is fixedly connected to one side of the connecting ring A701.
As shown in fig. 9, the drawknot mechanism 7 further includes: the steel tie 703, the baffle 704 and the nut 705 are fixedly connected with the baffle 704 on the steel tie 703, the nut 705 is simultaneously bolted at one end of the steel tie 703, the steel tie 703 is simultaneously movably connected with the connecting ring B702, and the baffle 704 and the nut 705 are respectively attached to two sides of the connecting ring B702.
Specific use and action of the embodiment:
firstly, the driving shaft B601 can be controlled to rotate through the knob B602, the driving shaft B601 drives the inserting block 603 to automatically slide while rotating, the inserting rod 605 is fixed through the inserting block 603, after the fixing is finished, the connecting rib 703 can be connected through the connecting ring A701 and the connecting ring B702, meanwhile, the tie bar 703 is fixed through the baffle 704 and the nut 705, the stability of the steel bar during the connection can be effectively improved, the steel bar can be placed on the lap joint block A203, then the control shaft B401 is rotated, the lap joint block B404 is controlled to be attached to one side of the lap joint block A203, meanwhile, the steel bar shape is fixed through the lap joint block B404 and the lap joint block A203, and the connection mode of fixing the beam and the column through binding can be effectively changed after the fixing, the stability after having improved being connected between roof beam and the post, improve the shock resistance of building simultaneously, avoid the building to take place to collapse the condition appearance, further connecting frame 101 and support column 102 can be connected through the reinforcing bar of cartridge's mode fixing in the post, still can control drive shaft A504 through knob A505 after the connection is accomplished and rotate, drive shaft A504 is when rotating, can control anchor clamps 503 laminating to the reinforcing bar in the post on, and fix the reinforcing bar in the post and connecting frame 101, drive shaft A504 can also restrict through stopper 508 after the fixing is accomplished, stopper 508 still can control automatically to one end slip through the elastic component 507 simultaneously, can effectually avoid drive shaft A504 to take place the condition of rotation when unmanned control is automatic, further the shock resistance of building has been guaranteed.
Claims (10)
1. An earthquake-resistant structure, characterized in that: comprises a main body structure (1) and a clamping mechanism (5); the connecting structure (2) is movably connected in the main body structure (1), the connecting structure (2) is simultaneously and movably connected with the limiting structure (4), the two sides of the main body structure (1) are respectively and movably connected with the supporting structure (3) and the reciprocating structure (6), and the reciprocating structure (6) is simultaneously and movably connected with the drawknot mechanism (7); the fixture (5) is respectively fixed connection in the upper and lower both sides of main body structure (1), and main body structure (1) includes: the connecting frame (101), bracing piece (102), reservation groove (106), fixed column (107), connecting frame (101) are respectively through bracing piece (102) fixed connection, and fixed column (107) are fixedly connected with in connecting frame (101) simultaneously, and both sides of connecting frame (101) are equipped with reservation groove (106) simultaneously.
2. An earthquake-resistant structure according to claim 1, characterized in that: the main body structure (1) further comprises: the novel connecting frame comprises a plug-in hole (103), a hollowed-out groove (104) and a rotating groove (105), wherein the plug-in hole (103) is respectively arranged in the connecting frame (101) and the supporting rod (102), the hollowed-out groove (104) is simultaneously arranged in the connecting frame (101), and the rotating groove (105) is respectively arranged at two sides of the hollowed-out groove (104).
3. An earthquake-resistant structure as claimed in claim 2, characterized in that: the connection structure (2) comprises: fixed ring (201), connecting rod (202), overlap joint piece A (203), preformed hole A (204), fixed ring (201) are respectively through connecting rod (202) fixed connection, and fixedly connected with overlap joint piece A (203) still simultaneously on connecting rod (202), are equipped with preformed hole A (204) simultaneously in fixed ring (201) and connecting rod (202), and fixed ring (201) are through preformed hole A (204) and fixed column (107) swing joint.
4. An earthquake-resistant structure as claimed in claim 2, characterized in that: the support structure (3) comprises: cushion (301), through-hole (302), link (303), control axle A (304), cartridge groove (305), screw thread groove (306), control axle A (304) both ends are equipped with cartridge groove (305) respectively, and control axle A (304) are connected with connecting frame (101) rotation simultaneously, one side of link (303) is connected in cushion (301) fixed connection, and be equipped with through-hole (302) in cushion (301) and link (303) respectively, link (303) pass through-hole (302) and fixed column (107) sliding connection, be equipped with screw thread groove (306) in link (303) simultaneously, link (303) are connected with control axle A (304) rotation through screw thread groove (306).
5. A seismic structure according to claim 3, characterized in that: the limit structure (4) comprises: control axle B (401), limiting plate (402), sliding plate (403), overlap joint piece B (404), preformed hole B (405), control axle B (401) are respectively through preformed hole A (204) and connecting rod (202) swing joint, two sets of limiting plate (402) of fixedly connected with simultaneously on control axle B (401), sliding plate (403) are simultaneously with control axle B (401) swivelling joint, both ends of sliding plate (403) are equipped with preformed hole B (405) respectively, sliding plate (403) are through preformed hole B (405) and fixed column (107) sliding connection, one side fixedly connected with overlap joint piece B (404) of sliding plate (403), overlap joint piece B (404) set up with overlap joint piece A (203) relatively respectively.
6. An earthquake-resistant structure as claimed in claim 2, characterized in that: the clamping mechanism (5) comprises: fixed plate (501), dead lever (502), anchor clamps (503), drive shaft A (504), knob A (505), fixed plate (501) are fixed connection respectively on connecting frame (101), both ends of dead lever (502) respectively with fixed plate (501) fixed connection, dead lever (502) simultaneously with anchor clamps (503) swing joint, simultaneously swing joint has drive shaft A (504) on fixed plate (501), both ends of drive shaft A (504) are fixed connection respectively knob A (505), drive shaft A (504) simultaneously with anchor clamps (503) rotate to be connected.
7. An earthquake-resistant structure as claimed in claim 6, characterized in that: the clamping mechanism (5) further comprises: guide bar (506), elastic component (507), stopper (508), sliding tray (509) set up in one side of fixed plate (501), guide bar (506) are through sliding tray (509) fixed connection in fixed plate (501), swing joint has elastic component (507) on guide bar (506), stopper (508) respectively with guide bar (506), fixed plate (501) sliding connection, stopper (508) laminating is in one side of drive shaft A (504), the both ends of elastic component (507) laminate with fixed plate (501), stopper (508) respectively.
8. An earthquake-resistant structure as claimed in claim 2, characterized in that: the reciprocating structure (6) comprises: drive shaft B (601), knob B (602), cartridge piece (603), connecting plate (604), cartridge pole (605), drive shaft B (601) rotate through rotation groove (105) and connecting frame (101) to be connected, the both ends of drive shaft B (601) are fixedly connected with knob B (602) respectively, drive shaft B (601) rotate simultaneously with connecting plate (604) to be connected, connecting plate (604) pass through hollow groove (104) and connecting frame (101) sliding connection, upper and lower both ends of connecting plate (604) are fixedly connected with cartridge piece (603) respectively, cartridge piece (603) simultaneously with cartridge pole (605) swing joint.
9. An earthquake-resistant structure as claimed in claim 8, characterized in that: the drawknot mechanism (7) comprises: the connecting ring A (701) and the connecting ring B (702) are respectively fixedly connected to the inserting rod (605), and the connecting ring B (702) is fixedly connected to one side of the connecting ring A (701) at the same time.
10. An earthquake-resistant structure as claimed in claim 9, characterized in that: the drawknot mechanism (7) further comprises: the novel steel wire rope comprises a tie bar (703), a baffle plate (704) and a nut (705), wherein the baffle plate (704) is fixedly connected to the tie bar (703), the nut (705) is simultaneously bolted to one end of the tie bar (703), the tie bar (703) is simultaneously movably connected with a connecting ring B (702), and the baffle plate (704) and the nut (705) are respectively attached to two sides of the connecting ring B (702).
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310552834.2A CN116657785B (en) | 2023-05-17 | 2023-05-17 | Anti-seismic structure |
| CN202311242763.2A CN117027218A (en) | 2023-05-17 | 2023-05-17 | Anti-seismic structure with limiting structure |
| CN202311242780.6A CN117230908A (en) | 2023-05-17 | 2023-05-17 | Anti-seismic structure with clamping mechanism and use method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310552834.2A CN116657785B (en) | 2023-05-17 | 2023-05-17 | Anti-seismic structure |
Related Child Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202311242763.2A Division CN117027218A (en) | 2023-05-17 | 2023-05-17 | Anti-seismic structure with limiting structure |
| CN202311242780.6A Division CN117230908A (en) | 2023-05-17 | 2023-05-17 | Anti-seismic structure with clamping mechanism and use method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN116657785A true CN116657785A (en) | 2023-08-29 |
| CN116657785B CN116657785B (en) | 2023-10-20 |
Family
ID=87712815
Family Applications (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310552834.2A Active CN116657785B (en) | 2023-05-17 | 2023-05-17 | Anti-seismic structure |
| CN202311242763.2A Withdrawn CN117027218A (en) | 2023-05-17 | 2023-05-17 | Anti-seismic structure with limiting structure |
| CN202311242780.6A Withdrawn CN117230908A (en) | 2023-05-17 | 2023-05-17 | Anti-seismic structure with clamping mechanism and use method thereof |
Family Applications After (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202311242763.2A Withdrawn CN117027218A (en) | 2023-05-17 | 2023-05-17 | Anti-seismic structure with limiting structure |
| CN202311242780.6A Withdrawn CN117230908A (en) | 2023-05-17 | 2023-05-17 | Anti-seismic structure with clamping mechanism and use method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (3) | CN116657785B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000179053A (en) * | 1998-12-18 | 2000-06-27 | Kaieitechno Co Ltd | Connecting metal |
| JP2017227016A (en) * | 2016-06-22 | 2017-12-28 | 大成建設株式会社 | Moving tool for beam main reinforcement |
| CN110006761A (en) * | 2019-04-26 | 2019-07-12 | 郑州航空工业管理学院 | A kind of assembling type steel structure node experiment device |
| CN212285700U (en) * | 2020-04-13 | 2021-01-05 | 廊坊全辉建筑工程有限公司 | Reinforcing bar butt joint auxiliary device |
| CN113833133A (en) * | 2021-09-29 | 2021-12-24 | 安徽玖环重工科技有限公司 | Connecting structure of steel beam and steel bar |
| CN217896796U (en) * | 2022-06-15 | 2022-11-25 | 五矿二十三冶建设集团有限公司 | Municipal works stagnant water steel sheet position drag hook mounting structure |
-
2023
- 2023-05-17 CN CN202310552834.2A patent/CN116657785B/en active Active
- 2023-05-17 CN CN202311242763.2A patent/CN117027218A/en not_active Withdrawn
- 2023-05-17 CN CN202311242780.6A patent/CN117230908A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000179053A (en) * | 1998-12-18 | 2000-06-27 | Kaieitechno Co Ltd | Connecting metal |
| JP2017227016A (en) * | 2016-06-22 | 2017-12-28 | 大成建設株式会社 | Moving tool for beam main reinforcement |
| CN110006761A (en) * | 2019-04-26 | 2019-07-12 | 郑州航空工业管理学院 | A kind of assembling type steel structure node experiment device |
| CN212285700U (en) * | 2020-04-13 | 2021-01-05 | 廊坊全辉建筑工程有限公司 | Reinforcing bar butt joint auxiliary device |
| CN113833133A (en) * | 2021-09-29 | 2021-12-24 | 安徽玖环重工科技有限公司 | Connecting structure of steel beam and steel bar |
| CN217896796U (en) * | 2022-06-15 | 2022-11-25 | 五矿二十三冶建设集团有限公司 | Municipal works stagnant water steel sheet position drag hook mounting structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN117230908A (en) | 2023-12-15 |
| CN117027218A (en) | 2023-11-10 |
| CN116657785B (en) | 2023-10-20 |
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