CN110499932A - A kind of steel structure supporting system applied to high-rise assembled architecture - Google Patents
A kind of steel structure supporting system applied to high-rise assembled architecture Download PDFInfo
- Publication number
- CN110499932A CN110499932A CN201910609369.5A CN201910609369A CN110499932A CN 110499932 A CN110499932 A CN 110499932A CN 201910609369 A CN201910609369 A CN 201910609369A CN 110499932 A CN110499932 A CN 110499932A
- Authority
- CN
- China
- Prior art keywords
- power transmission
- ring
- stabilizing ring
- assembled architecture
- steel structure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/02—Shores or struts; Chocks non-telescopic
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of steel structure supporting systems applied to high-rise assembled architecture, belong to steel structure construction technology field, a kind of steel structure supporting system applied to high-rise assembled architecture, the anchor ring mechanical characteristic of stabilizing ring can be passed through, to share the load that crossbeam transmitting comes, load is passed through on power transmission net and evenly dispersed to the entire stabilizing ring of ring stiffener, and the consumption of energy is carried out using energy consumption medium, the magnetic force circulation being aided between magnetic reinforcement ball, on the one hand can be offset by magnetic force stabilizing ring magnetropism reinforcement ball transmitting come load, on the other hand the damping action for reinforcing magnetic particle in energy consumption medium is played, pressure-bearing spring provides the effect of further buffering energy-consumption while to stablizing and changing support, improve the force stability of entire support system, dispersion is guided to the load that crossbeam transmits always simultaneously, it is slow Offset disappears, and then significantly improves the bearing capacity of crossbeam, and the development for high-rise assembled architecture is taken a firm foundation.
Description
Technical field
The present invention relates to steel structure construction technology field, are applied to high-rise assembled architecture more specifically to one kind
Steel structure supporting system.
Background technique
With the development of Building Trade in China, soil is precious as non-renewable scarce resource, therefore more and more
Skyscraper come into being, assembled architecture is using factory's mass production, and what scene directly lifted, and spliced and installs builds
Technology is built, with the development of modern industrial technology, building house can be manufactured in batch completely as machine production.As long as
Prefabricated house component, transports to assemble in site and get up just at because it has shortening build on-site construction period, reduction scene
Recruitment quantity, reduce the advantages that building waste, increasingly by people's recognition and acceptance, while house needs more and more
Requirement to construction steel structure is also higher and higher.
The structure that steel construction is made of steel material is one of main building construction types.Structure is mainly by fashioned iron
With the components composition such as joist steel, steel column, steel truss made of steel plate etc., and using silanization, pure manganese phosphatization, washing drying, zinc-plated
Equal derusting rust-proofings technique.Weld seam, bolt or rivet interlacement are generallyd use between each component or component.Because its self weight is lighter, and apply
Work is easy, is widely used in the fields such as large-sized workshop, venue, Super High.
During high-building construction, usually steel structure support beam is selected to undertake Main Load, but existing steel knot
Structure support system structure is too simple, the main component groups such as the joist steel made of fashioned iron and steel plate etc., steel column, steel truss of structure
At then the form of bolt and welding being mostly used to be installed greatly, although stability is still good, is extremely unfavorable for the biography of load
It passs gentle offset to disappear, as the passage in support service life and the construction progress of high-rise assembled architecture are high, load is gradually being promoted
Under the premise of the bearing capacity of support system but dying down, therefore there is some potential safety problems, need irregular reinforcing and
Maintenance, just limits the development of high-rise assembled architecture under such contradiction.
Summary of the invention
1. technical problems to be solved
Aiming at the problems existing in the prior art, the purpose of the present invention is to provide one kind to be applied to high-rise assembled architecture
Steel structure supporting system, it can be by the anchor ring mechanical characteristic of stabilizing ring, to share the load that crossbeam transmitting comes, by load
By on power transmission net and evenly dispersed to the entire stabilizing ring of ring stiffener, and the consumption of energy is carried out using energy consumption medium, it is auxiliary
With between magnetic reinforcement ball magnetic force circulation, on the one hand can be offset by magnetic force stabilizing ring magnetropism reinforcement ball transmitting come
Load, on the other hand plays the damping action for reinforcing magnetic particle in energy consumption medium, and pressure-bearing spring is changing the same of support to stabilization
When the effect of further buffering energy-consumption is provided, improve the force stability of entire support system, while transmitting always to crossbeam
Load guides dispersion, buffering is offset, and then significantly improves the bearing capacity of crossbeam, and the development for high-rise assembled architecture is beaten
Lower solid foundation.
2. technical solution
To solve the above problems, the present invention adopts the following technical scheme that.
A kind of steel structure supporting system applied to high-rise assembled architecture, including crossbeam, the crossbeam downside are equipped with phase
Matched bottom beam has been bolted to connection a pair of of support column, between the crossbeam and bottom beam between the crossbeam and bottom beam
Equipped with stabilizing ring, it is fixedly connected with outer ring power transmission net on the stabilizing ring outer ring surface, is fixedly connected on the stabilizing ring inner ring surface
There is inner ring power transmission net, force transmitting board is fixedly connected between the crossbeam and bottom beam and stabilizing ring, the stabilizing ring inner end is dug
There is power transmission chamber, the power transmission cavity wall is fixedly connected with several equally distributed magnetic reinforcement balls, two-by-two the adjacent magnetism
Arc-shaped connecting rod is fixedly connected between reinforcement ball, the power transmission is intracavitary to be also filled with energy consumption liquid, is equipped on the inside of the stabilizing ring
Several pressure-bearing bidirectional springs, pressure-bearing bidirectional spring both ends are welded between inner ring power transmission net, and stabilizing ring can be passed through
Anchor ring mechanical characteristic, it is to share the load that crossbeam transmitting comes, load is evenly dispersed to whole by power transmission net and ring stiffener
On a stabilizing ring, and using the consumption of energy consumption medium progress energy, on the one hand the magnetic force circulation being aided between magnetic reinforcement ball may be used
With offset by magnetic force stabilizing ring magnetropism reinforcement ball transmitting come load, on the other hand play reinforcement energy consumption medium in magnetism
The damping action of particle, pressure-bearing spring provide the effect of further buffering energy-consumption while to stablizing and changing support, improve entire
The force stability of support system, while dispersion, buffering counteracting are guided to the load that crossbeam transmits always, and then significantly mention
The bearing capacity of high crossbeam, the development for high-rise assembled architecture are taken a firm foundation.
Further, the force transmitting board is fixedly connected with plane power transmission net, the plane power transmission net far from stabilizing ring one end
Several transmission rods are fixedly connected with close to stabilizing ring one end, the transmission rod is welded through force transmitting board and with outer ring power transmission net, put down
Power transmission net in face is used to evenly spread to the load that crossbeam transmitting comes inside force transmitting board, and by transmission rod to tilt to stabilizing ring
Direction transfer force to stabilizing ring, and the horizontal component between symmetrical transmission rod is cancelled out each other.
Further, tilt angle gradually becomes smaller when the transmission rod is from two sides to central distribution, and the inclination of transmission rod
Angle remains the outer ring surface perpendicular to stabilizing ring, and the diameter of the transmission rod is 3-5cm, can always by load transmission extremely
Dispersion counteracting is carried out on stabilizing ring.
Further, the magnetic reinforcement ball outer end is coated with ceramic coating, and the ceramic coating outer surface is fixedly connected
There are several equally distributed soft bars of elasticity, the length of the soft bar of elasticity is 2-5mm, diameter 1-3mm, and ceramic coating plays guarantor
The effect of magnetic reinforcement ball is protected, while providing space for the soft bar of elasticity, on the one hand the soft bar of elasticity is improved to consumption by own resilient
The damping of energy liquid, and then buffering counteracting is carried out to the load that transmitting comes, it on the other hand can also increase energy consumption liquid and ceramics
Contact area between coating improves the conversion ratio of the internal energy of potential energy.
Further, the outer ring power transmission net and inner ring power transmission net pass through several welding pieces and stabilizing ring welds, and every
10-16 welding piece is distributed in square meter, and the company between outer ring power transmission net and inner ring power transmission net and stabilizing ring on the one hand can be improved
Intensity is connect, on the other hand can preferably uniformly transfer outer ring power transmission net and the online power of inner ring power transmission using welding piece.
Further, the stabilizing ring left and right ends are fixedly connected with air spring, the air between support column
Two sides are equipped with limit channel steel to spring up and down, and limit and be fixedly connected between channel steel and support column, in such a way that flexibility is fixed,
Influence of the stabilizing ring in transmitting loading to support column is reduced, while air spring is limited using a pair of limit channel steel
Position avoids it that inoperative occurs to while deformation, bears the load on a part of vertical direction.
Further, the energy consumption liquid includes 55-65 parts of ethylene glycol, 35-40 parts of propylene glycol, 8-12 parts based on parts by weight
Triethanolamine and 20-35 parts of magnetic microspheres, the magnetic microsphere are obtained by Fe2O3 spheroidizing of powder, are imitated with excellent damping
Fruit, and then reach more outstanding energy consumption effect, the load that can come to stabilizing ring transmitting be offset, at the same corrosivity compared with
It is small.
Further, the stabilizing ring inner end is also fixedly connected with several outer ring reinforcing ribs and annular reinforcing rib, institute
It is consistent with annular reinforcing rib quantity to state outer ring reinforcing rib, and is 5-8, the diameter of the outer ring reinforcing rib is greater than interior
On the one hand ring stiffener, outer ring reinforcing rib and annular reinforcing rib play the booster action to stabilizing ring, be not easy it
Deformation occurs under heavy load, on the other hand plays the role of dispersion transmitting load, can be by single direction or single stress point
On load uniformly transfer by outer ring reinforcing rib and annular reinforcing rib to entire stabilizing ring, constitute stress circulation, point
Fractional load can also be offset while undertaking load by dissipating.
Further, the magnetic reinforcement ball is made of height magnetism rare-earth magnet material, the magnetism reinforcement ball
Diameter is 20-40cm, and magnetic identical between the adjacent magnetic reinforcement ball two-by-two, magnetic reinforcement ball has ferromagnetism, into
And obtain the magnetic repulsion between magnetic reinforcement ball two-by-two, offset using mutual magnetic repulsion partially stabilized ring transmitting come
Load, while when magnetic microsphere in liquid that consumes energy is mobile, needs to overcome the magnetic field force of magnetic reinforcement ball, cooperates and realizes enhancing
The damping energy dissipation effect of energy consumption liquid.
Further, pressure-bearing bidirectional spring outer end is enclosed with composite rubber layer, the stabilizing ring, outer ring power transmission net and
Inner ring power transmission net outer end is coated with a nanometer rust-proof coating, and nanometer rust-proof coating inner end is filled with wear-resisting steel ball, described to receive
The thickness of rice rust-proof coating and the diameter ratio of wear-resisting steel ball are 1:0.6-0.8, and wear-resisting steel ball stretches out nanometer rust-proof coating, protects
Support system is protected, external environment is reduced to the adverse effect of support system, assigns stabilizing ring, outer ring power transmission net and inner ring power transmission net
Certain corrosion resistance and wearability also has the permanent support service life under complex environment.
3. beneficial effect
Compared with the prior art, the present invention has the advantages that
(1) this programme can be led to load to share the load that crossbeam transmitting comes by the anchor ring mechanical characteristic of stabilizing ring
It crosses on power transmission net and evenly dispersed to the entire stabilizing ring of ring stiffener, and carries out the consumption of energy using energy consumption medium, be aided with
Between magnetic reinforcement ball magnetic force circulation, on the one hand can be offset by magnetic force stabilizing ring magnetropism reinforcement ball transmitting come load
On the other hand lotus plays the damping action for reinforcing magnetic particle in energy consumption medium, pressure-bearing spring is while changing support to stabilization
The effect of further buffering energy-consumption is provided, the load for improving the force stability of entire support system, while transmitting always to crossbeam
Lotus guides dispersion, buffering is offset, and then significantly improves the bearing capacity of crossbeam, and the development for high-rise assembled architecture is laid
Solid foundation.
(2) force transmitting board is fixedly connected with plane power transmission net far from stabilizing ring one end, and plane power transmission net is close to stabilizing ring one end
Several transmission rods are fixedly connected with, transmission rod is welded through force transmitting board and with outer ring power transmission net, and plane power transmission net is used for crossbeam
The load that transmitting comes is evenly spread to inside force transmitting board, and by transmission rod to transfer force to surely to the inclined direction of stabilizing ring
Determine ring, and the horizontal component between symmetrical transmission rod is cancelled out each other.
(3) tilt angle gradually becomes smaller when transmission rod is from two sides to central distribution, and the tilt angle of transmission rod is protected always
The outer ring surface perpendicular to stabilizing ring is held, the diameter of transmission rod is 3-5cm, will can be divided in load transmission to stabilizing ring always
It dissipates and offsets.
(4) magnetic reinforcement ball outer end is coated with ceramic coating, and ceramic coating outer surface is fixedly connected with several be uniformly distributed
The soft bar of elasticity, the length of the soft bar of elasticity is 2-5mm, diameter 1-3mm, and ceramic coating plays the work for protecting magnetic reinforcement ball
With, while space is provided for the soft bar of elasticity, on the one hand the soft bar of elasticity improves the damping to energy consumption liquid by own resilient, into
And buffering counteracting is carried out to the load that transmitting comes, it on the other hand can also increase the contact surface between energy consumption liquid and ceramic coating
Product improves the conversion ratio of the internal energy of potential energy.
(5) outer ring power transmission net and inner ring power transmission net pass through several welding pieces and stabilizing ring welds, and every square meter is distributed with
On the one hand the bonding strength between outer ring power transmission net and inner ring power transmission net and stabilizing ring can be improved in 10-16 welding piece, another
Aspect can preferably uniformly transfer outer ring power transmission net and the online power of inner ring power transmission using welding piece.
(6) stabilizing ring left and right ends are fixedly connected with air spring between support column, and two sides are equal up and down for air spring
It equipped with limit channel steel, and limits and is fixedly connected between channel steel and support column, in such a way that flexibility is fixed, reduces stabilizing ring and passing
The influence in loading to support column is passed, while air spring is limited using a pair of limit channel steel, avoids its generation
Inoperative bears the load on a part of vertical direction to while deformation.
(7) energy consumption liquid include based on parts by weight 55-65 parts of ethylene glycol, 35-40 parts of propylene glycol, 8-12 parts of triethanolamines and
20-35 parts of magnetic microspheres, magnetic microsphere are obtained by Fe2O3 spheroidizing of powder, have excellent damping, and then reach more
Outstanding energy consumption effect, the load that can come to stabilizing ring transmitting is offset, while corrosivity is smaller.
(8) stabilizing ring inner end is also fixedly connected with several outer ring reinforcing ribs and annular reinforcing rib, outer ring reinforcing rib
It is consistent with annular reinforcing rib quantity, and be 5-8, the diameter of outer ring reinforcing rib is greater than annular reinforcing rib, outer ring
On the one hand reinforcing rib and annular reinforcing rib play the booster action to stabilizing ring, being not easy it under heavy load, deformation occurs,
On the other hand play the role of dispersion transmitting load, it can be by the load on single direction or single stress point by outer ring
Reinforcing rib and annular reinforcing rib are uniformly transferred to entire stabilizing ring, stress circulation are constituted, while dispersion undertakes load
Fractional load can be offset.
(9) magnetic reinforcement ball is made of height magnetism rare-earth magnet material, and the diameter of magnetic reinforcement ball is 20-40cm,
Magnetic identical between adjacent magnetic reinforcement ball two-by-two, magnetic reinforcement ball has ferromagnetism, and then obtains magnetic reinforcement two-by-two
Magnetic repulsion between ball, offset using mutual magnetic repulsion the transmitting of partially stabilized ring come load, while consuming energy in liquid
Magnetic microsphere it is mobile when need to overcome the magnetic field force of magnetic reinforcement ball, cooperate and realize the damping energy dissipation effect of enhancing energy consumption liquid
Fruit.
(10) pressure-bearing bidirectional spring outer end is enclosed with composite rubber layer, outside stabilizing ring, outer ring power transmission net and inner ring power transmission net
End is coated with a nanometer rust-proof coating, and nanometer rust-proof coating inner end is filled with wear-resisting steel ball, the thickness of nanometer rust-proof coating and resistance to
The diameter ratio for grinding steel ball is 1:0.6-0.8, and wear-resisting steel ball stretches out nanometer rust-proof coating, protects support system, is reduced extraneous
Environment assigns stabilizing ring, outer ring power transmission net and the certain corrosion resistance of inner ring power transmission net and resistance to the adverse effect of support system
Mill property also has the permanent support service life under complex environment.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the structural schematic diagram in Fig. 1 at A；
Fig. 3 is the structural schematic diagram that the present invention stablizes loop section；
Fig. 4 is the structural schematic diagram of outer ring power transmission mesh portions of the present invention；
Fig. 5 is the structural schematic diagram of the magnetic reinforcement ball portion of the present invention；
Fig. 6 is the structural schematic diagram of outer ring reinforcing rib and annular reinforcing rib of the present invention.
Figure label explanation:
1 crossbeam, 2 bottom beams, 3 support columns, 4 stabilizing rings, the soft bar of 5 elasticity, 6 force transmitting boards, 7 transmission rods, 8 plane power transmission nets, 9 skies
Gas spring, 10 limit channel steels, 11 pressure-bearing bidirectional springs, 12 outer ring power transmission nets, 13 inner ring power transmission nets, 14 magnetic reinforcement balls, 15 potteries
Porcelain coating, 16 arc-shaped connecting rods, 17 energy consumption liquid, 18 welding pieces, 19 outer ring reinforcing ribs, 20 annular reinforcing ribs.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description；Obviously, described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments, is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the instruction such as term " on ", "lower", "inner", "outside", " top/bottom end "
Orientation or positional relationship be based on the orientation or positional relationship shown in the drawings, be merely for convenience of description the present invention and simplification retouch
It states, rather than the device or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation,
Therefore it is not considered as limiting the invention.In addition, term " first ", " second " are used for description purposes only, and cannot understand
For indication or suggestion relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation " " is set
Be equipped with ", " be arranged/connect ", " connection " etc., shall be understood in a broad sense, such as " connection ", may be a fixed connection, be also possible to removable
Connection is unloaded, or is integrally connected, can be mechanical connection, is also possible to be electrically connected, can be directly connected, it can also be in
Between medium be indirectly connected, can be the connection inside two elements, for the ordinary skill in the art, can be specific
Situation understands the concrete meaning of above-mentioned term in the present invention.
Embodiment 1:
Referring to Fig. 1, a kind of steel structure supporting system applied to high-rise assembled architecture, including crossbeam 1, under crossbeam 1
Side is equipped with the bottom beam 2 to match, and a pair of of support column 3, crossbeam 1 and bottom beam have been bolted to connection between crossbeam 1 and bottom beam 2
Stabilizing ring 4 is equipped between 2, by the anchor ring mechanical characteristic of stabilizing ring 4, to share the load that the transmitting of crossbeam 1 comes, stabilizing ring 4 is left
Right both ends are fixedly connected with air spring 9 between support column 3, and about 9 two sides of air spring are equipped with limit channel steel 10, and
It is fixedly connected between limit channel steel 10 and support column 3, in such a way that flexibility is fixed, reduces stabilizing ring 4 in transmitting loading
In influence to support column 3, while air spring 9 is limited using a pair of limit channel steel 10, avoids its that inoperative occurs
To while deformation, the load on a part of vertical direction is born.
Referring to Fig. 2, outer ring power transmission net 12 is fixedly connected on 4 outer ring surface of stabilizing ring, it is fixed on 4 inner ring surface of stabilizing ring to connect
It is connected to inner ring power transmission net 13, outer ring power transmission net 12 and inner ring power transmission net 13 play the role of distractive load, while protecting stabilization
Ring 4 is not easy under heavy load that deformation occurs, please continue to refer to Fig. 1, is fixedly connected between crossbeam 1 and bottom beam 2 and stabilizing ring 4
Force transmitting board 6, force transmitting board 6 are fixedly connected with plane power transmission net 8 far from 4 one end of stabilizing ring, and plane power transmission net 8 is close to stabilizing ring 4 one
End is fixedly connected with several transmission rods 7, and transmission rod 7 is welded through force transmitting board 6 and with outer ring power transmission net 12, stabilizing ring 4, force transmitting board
6, transmission rod 7, plane power transmission net 8, outer ring power transmission net 12 and inner ring power transmission net 13 are all made of stainless steel material, plane power transmission net 8
Load for carrying out the transmitting of crossbeam 1 is evenly spread to inside force transmitting board 6, and by transmission rod 7 with to the inclined side of stabilizing ring 4
To transferring force to stabilizing ring 4, and the horizontal component between symmetrical transmission rod 7 is cancelled out each other, and transmission rod 7 is from two sides in
Tilt angle gradually becomes smaller when the heart is distributed, and the tilt angle of transmission rod 7 remains the outer ring surface perpendicular to stabilizing ring 4, passes
The diameter of power bar 7 is 5cm, dispersion counteracting will can be carried out in load transmission to stabilizing ring 4 always, plays the work of transmitting load
With force transmitting board 6 is that trapezoidal and end face matches with stabilizing ring 4, and 4 inner end of stabilizing ring, which is dug, power transmission chamber, and power transmission chamber is used to buffer
The load that consumption transmitting comes, power transmission cavity wall are fixedly connected with several equally distributed magnetic reinforcement balls 14, magnetic reinforcement ball 14
Play the role of stable power transmission chamber, while sharing fractional load, magnetic reinforcement ball 14 uses height magnetism rare-earth magnet material system
At, the diameter of magnetic reinforcement ball 14 is 20cm, it is magnetic identical between adjacent magnetic reinforcement ball 14 two-by-two, magnetic reinforcement ball 14
With ferromagnetism, and then the magnetic repulsion between magnetic reinforcement ball 14 two-by-two is obtained, using mutual magnetic repulsion come the portion of offsetting
The load that the transmitting of point stabilizing ring 4 comes, while when magnetic microsphere in liquid 17 that consumes energy is mobile, needs to overcome the magnetic of magnetic reinforcement ball 14
Field force cooperates and realizes the damping energy dissipation effect of enhancing energy consumption liquid 17, fixed between adjacent magnetic reinforcement ball 14 two-by-two to connect
It is connected to arc-shaped connecting rod 16, on the one hand plays the role of sharing load, magnetic reinforcement ball 14 is on the other hand connected to become one
Stress is whole, facilitates the dispersion and counteracting of load, and power transmission is intracavitary to be also filled with energy consumption liquid 17, is reached using the damping of itself
The purpose of energy consumption off-load, energy consumption liquid 17 include 55 parts of ethylene glycol, 35 parts of propylene glycol, 8 parts of triethanolamines and 20 based on parts by weight
Part magnetic microsphere, magnetic microsphere are obtained by Fe2O3 spheroidizing of powder, have excellent damping, and then reach more outstanding
Energy consumption effect, the load come can be transmitted to stabilizing ring 4 and offset, while corrosivity is smaller.
Referring to Fig. 3, being equipped with several pressure-bearing bidirectional springs 11 on the inside of stabilizing ring 4, pressure-bearing bidirectional spring 11 is utilized from height
Elastic force plays supporting role to stabilizing ring 4 while realizing cushion load, one end by weaken after the load of stabilizing ring 4 and from
The other end passes to stabilizing ring 4 again, and 11 both ends of pressure-bearing bidirectional spring are welded between inner ring power transmission net 13, the two-way bullet of pressure-bearing
11 outer end of spring is enclosed with composite rubber layer, and it is anti-that stabilizing ring 4, outer ring power transmission net 12 and 13 outer end of inner ring power transmission net are coated with nanometer
Become rusty coating, and nanometer rust-proof coating inner end is filled with wear-resisting steel ball, and the diameter ratio of the thickness of nanometer rust-proof coating and wear-resisting steel ball is
1:0.8, and wear-resisting steel ball stretches out nanometer rust-proof coating, protects support system, reduces external environment to the unfavorable of support system
It influences, stabilizing ring 4, outer ring power transmission net 12 and the certain corrosion resistance and wearability of inner ring power transmission net 13 is assigned, in complex environment
Under also have the permanent support service life.
Referring to Fig. 5, magnetic 14 outer end of reinforcement ball is coated with ceramic coating 15,15 outer surface of ceramic coating is fixedly connected with
Several soft bars 5 of equally distributed elasticity, the length of the soft bar 5 of elasticity are 5mm, and diameter 2mm, it is magnetic that ceramic coating 15 plays protection
The effect of reinforcement ball 14, while space is provided for the soft bar 5 of elasticity, on the one hand the soft bar 5 of elasticity is improved to energy consumption by own resilient
The damping of liquid 17, and then buffering counteracting is carried out to the load that transmitting comes, it on the other hand can also increase energy consumption liquid 17 and pottery
Contact area between porcelain coating 15 improves the conversion ratio of the internal energy of potential energy.
Referring to Fig. 4, outer ring power transmission net 12 and inner ring power transmission net 13 are welded by several welding pieces 18 with stabilizing ring 4,
And 10 welding pieces 18 are distributed in every square meter, and outer ring power transmission net 12 and inner ring power transmission net 13 and stabilizing ring 4 on the one hand can be improved
Between bonding strength, on the other hand can preferably uniformly transfer outer ring power transmission net 12 and inner ring power transmission net using welding piece 18
Power on 13.
Referring to Fig. 6,4 inner end of stabilizing ring is also fixedly connected with several outer ring reinforcing ribs 19 and annular reinforcing rib 20,
Outer ring reinforcing rib 19 is consistent with 20 quantity of annular reinforcing rib, and is 5-8, and the diameter of outer ring reinforcing rib 19 is greater than interior
Ring stiffener 20, outer ring reinforcing rib 19 and 20 one side of annular reinforcing rib play the booster action to stabilizing ring 4, make it
It is not easy under heavy load that deformation occurs, on the other hand plays the role of dispersion transmitting load, it can be by single direction or single
Load on stress point is uniformly transferred by outer ring reinforcing rib 19 and annular reinforcing rib 20 to entire stabilizing ring 4, is constituted
Stress circulation, dispersion can also offset fractional load while undertaking load.
The anchor ring mechanical characteristic by stabilizing ring 4 may be implemented in the present invention, to share the load that the transmitting of crossbeam 1 comes, will carry
Lotus passes through on power transmission net and evenly dispersed to the entire stabilizing ring of ring stiffener, and the consumption of energy is carried out using energy consumption medium,
The magnetic force circulation being aided between magnetic reinforcement ball 14, on the one hand can offset 4 magnetropism reinforcement ball of stabilizing ring biography by magnetic force
The load come is passed, the damping action for reinforcing magnetic particle in energy consumption medium is on the other hand played, pressure-bearing spring is changing branch to stabilization
The effect of further buffering energy-consumption is provided while support, improves the force stability of entire support system, while always to crossbeam 1
The load transmitted guides dispersion, buffering is offset, and then significantly improves the bearing capacity of crossbeam 1, for high-rise assembled architecture
Development take a firm foundation.
The foregoing is intended to be a preferred embodiment of the present invention；But scope of protection of the present invention is not limited thereto.
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
It improves design and is subject to equivalent substitution or change, should be covered by the scope of protection of the present invention.
Claims (10)
1. a kind of steel structure supporting system applied to high-rise assembled architecture, including crossbeam (1), it is characterised in that: the cross
It is equipped with the bottom beam (2) to match on the downside of beam (1), has been bolted to connection a pair of of branch between the crossbeam (1) and bottom beam (2)
Dagger (3) is equipped with stabilizing ring (4) between the crossbeam (1) and bottom beam (2), is fixedly connected on stabilizing ring (4) outer ring surface
Outer ring power transmission net (12) is fixedly connected with inner ring power transmission net (13), the crossbeam (1) and bottom on stabilizing ring (4) inner ring surface
It is fixedly connected between beam (2) and stabilizing ring (4) force transmitting board (6), stabilizing ring (4) inner end, which is dug, power transmission chamber, described
Power transmission cavity wall is fixedly connected with several equally distributed magnetic reinforcement balls (14), two-by-two the adjacent magnetic reinforcement ball (14)
Between be fixedly connected with arc-shaped connecting rod (16), the power transmission is intracavitary to be also filled with energy consumption liquid (17), on the inside of the stabilizing ring (4)
Equipped with several pressure-bearing bidirectional springs (11), pressure-bearing bidirectional spring (11) both ends are welded between inner ring power transmission net (13).
2. a kind of steel structure supporting system applied to high-rise assembled architecture according to claim 1, it is characterised in that:
The force transmitting board (6) is fixedly connected with plane power transmission net (8) far from stabilizing ring (4) one end, and the plane power transmission net (8) is close to steady
Determine ring (4) one end to be fixedly connected with several transmission rods (7), the transmission rod (7) through force transmitting board (6) and with outer ring power transmission net
(12) it welds.
3. a kind of steel structure supporting system applied to high-rise assembled architecture according to claim 2, it is characterised in that:
Tilt angle gradually becomes smaller when the transmission rod (7) is from two sides to central distribution, and the tilt angle of transmission rod (7) remains
Perpendicular to the outer ring surface of stabilizing ring (4), the diameter of the transmission rod (7) is 3-5cm.
4. a kind of steel structure supporting system applied to high-rise assembled architecture according to claim 1, it is characterised in that:
Described magnetism reinforcement ball (14) outer end is coated with ceramic coating (15), and ceramic coating (15) outer surface is fixedly connected with several
The equally distributed soft bar of elasticity (5), the length of the soft bar of elasticity (5) are 2-5mm, diameter 1-3mm.
5. a kind of steel structure supporting system applied to high-rise assembled architecture according to claim 1, it is characterised in that:
The outer ring power transmission net (12) and inner ring power transmission net (13) are welded by several welding pieces (18) and stabilizing ring (4), and are often put down
10-16 welding piece (18) are distributed in rice.
6. a kind of steel structure supporting system applied to high-rise assembled architecture according to claim 1, it is characterised in that:
Stabilizing ring (4) left and right ends are fixedly connected with air spring (9) between support column (3), on the air spring (9)
Lower two sides are equipped with limit channel steel (10), and limit and be fixedly connected between channel steel (10) and support column (3).
7. a kind of steel structure supporting system applied to high-rise assembled architecture according to claim 1, it is characterised in that:
The energy consumption liquid (17) includes 55-65 parts of ethylene glycol, 35-40 parts of propylene glycol, 8-12 parts of triethanolamines and 20- based on parts by weight
35 parts of magnetic microspheres, the magnetic microsphere are obtained by Fe2O3 spheroidizing of powder.
8. a kind of steel structure supporting system applied to high-rise assembled architecture according to claim 1, it is characterised in that:
Stabilizing ring (4) inner end is also fixedly connected with several outer ring reinforcing ribs (19) and annular reinforcing rib (20), the outer ring
Shape reinforcing rib (19) is consistent with annular reinforcing rib (20) quantity, and is 5-8, the diameter of the outer ring reinforcing rib (19)
Greater than annular reinforcing rib (20).
9. a kind of steel structure supporting system applied to high-rise assembled architecture according to claim 1, it is characterised in that:
The magnetism reinforcement ball (14) is made of height magnetism rare-earth magnet material, and the diameter of the magnetism reinforcement ball (14) is 20-
40cm is magnetic identical between the adjacent magnetic reinforcement ball (14) two-by-two.
10. a kind of steel structure supporting system applied to high-rise assembled architecture according to claim 1, feature exist
Composite rubber layer is enclosed in: pressure-bearing bidirectional spring (11) outer end, the stabilizing ring (4), outer ring power transmission net (12) and interior
Ring power transmission net (13) outer end is coated with a nanometer rust-proof coating, and nanometer rust-proof coating inner end is filled with wear-resisting steel ball, described
The thickness of nanometer rust-proof coating and the diameter ratio of wear-resisting steel ball are 1:0.6-0.8, and wear-resisting steel ball stretches out nanometer rust-proof coating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910609369.5A CN110499932B (en) | 2019-07-08 | 2019-07-08 | Steel structure supporting system applied to high-rise assembly type building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910609369.5A CN110499932B (en) | 2019-07-08 | 2019-07-08 | Steel structure supporting system applied to high-rise assembly type building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110499932A true CN110499932A (en) | 2019-11-26 |
| CN110499932B CN110499932B (en) | 2021-05-25 |
Family
ID=68585523
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910609369.5A Active CN110499932B (en) | 2019-07-08 | 2019-07-08 | Steel structure supporting system applied to high-rise assembly type building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110499932B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111755154A (en) * | 2020-05-30 | 2020-10-09 | 吴波 | Fixed point reinforcing type cable capable of automatically restraining bending angle |
| CN112796507A (en) * | 2020-12-31 | 2021-05-14 | 武汉市连路钢模制造有限公司 | Wear-resistant composite type multi-layer steel building template |
| CN112853926A (en) * | 2021-01-11 | 2021-05-28 | 西安建筑科技大学 | Multidirectional rice style of calligraphy bridge shock attenuation stopper of consuming energy |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11230257A (en) * | 1998-02-12 | 1999-08-27 | Bando Chem Ind Ltd | Base isolation device |
| CN205173330U (en) * | 2015-12-08 | 2016-04-20 | 山东科技大学 | Isolator based on magnetic current becomes elastomer and magnetic current becomes liquid |
| CN106930592A (en) * | 2017-04-13 | 2017-07-07 | 兰州理工大学 | A kind of multidirectional compound TMD dampers of ball-type |
| CN206941860U (en) * | 2017-06-13 | 2018-01-30 | 国家电投集团科学技术研究院有限公司 | A kind of sub-truss shock-damping structure |
| CN207814296U (en) * | 2018-01-16 | 2018-09-04 | 北京创元成业科技有限公司 | A kind of contactless damper |
| CN109235688A (en) * | 2018-11-07 | 2019-01-18 | 山东大学 | A kind of magnetorheological half active stiffness adjustable shock absorber |
-
2019
- 2019-07-08 CN CN201910609369.5A patent/CN110499932B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11230257A (en) * | 1998-02-12 | 1999-08-27 | Bando Chem Ind Ltd | Base isolation device |
| CN205173330U (en) * | 2015-12-08 | 2016-04-20 | 山东科技大学 | Isolator based on magnetic current becomes elastomer and magnetic current becomes liquid |
| CN106930592A (en) * | 2017-04-13 | 2017-07-07 | 兰州理工大学 | A kind of multidirectional compound TMD dampers of ball-type |
| CN206941860U (en) * | 2017-06-13 | 2018-01-30 | 国家电投集团科学技术研究院有限公司 | A kind of sub-truss shock-damping structure |
| CN207814296U (en) * | 2018-01-16 | 2018-09-04 | 北京创元成业科技有限公司 | A kind of contactless damper |
| CN109235688A (en) * | 2018-11-07 | 2019-01-18 | 山东大学 | A kind of magnetorheological half active stiffness adjustable shock absorber |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111755154A (en) * | 2020-05-30 | 2020-10-09 | 吴波 | Fixed point reinforcing type cable capable of automatically restraining bending angle |
| CN111755154B (en) * | 2020-05-30 | 2021-09-28 | 石家庄华通线缆有限公司 | Fixed point reinforcing type cable capable of automatically restraining bending angle |
| CN112796507A (en) * | 2020-12-31 | 2021-05-14 | 武汉市连路钢模制造有限公司 | Wear-resistant composite type multi-layer steel building template |
| CN112796507B (en) * | 2020-12-31 | 2021-11-23 | 台州伟兴科技有限公司 | Wear-resistant composite type multi-layer steel building template |
| CN112853926A (en) * | 2021-01-11 | 2021-05-28 | 西安建筑科技大学 | Multidirectional rice style of calligraphy bridge shock attenuation stopper of consuming energy |
| CN112853926B (en) * | 2021-01-11 | 2022-05-17 | 西安建筑科技大学 | Multidirectional rice style of calligraphy bridge shock attenuation stopper of consuming energy |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110499932B (en) | 2021-05-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110499932A (en) | A kind of steel structure supporting system applied to high-rise assembled architecture | |
| KR101767677B1 (en) | Compisite column structure for steel and concrete | |
| CN105625623A (en) | Circular awning with cable dome and spatial steel truss being combined and construction method of circular awning | |
| US20100095616A1 (en) | Concrete material, construction element for a thermal insulation, and brick-shaped thermally insulating element, each using the concrete material | |
| US20090282753A1 (en) | Shock-Resisting Steel Concrete Structure | |
| CN102433943B (en) | Sliding cabin type multilevel damper equipped with power consumption and tuning particles | |
| CN103496865A (en) | Hybrid FRP (Fiber Reinforced Plastic) grid enhancedreinforced ECC (Engineered Cementitious Composite) and application thereof tostructure for reinforcing concrete structure | |
| CN101806097A (en) | Tensile prestress rubber earthquake isolation support | |
| CN102108761A (en) | Fiber reinforced plastics-steel composite pipe restricted structural steel high-strength concrete column | |
| CN102011434A (en) | BRB (buckling restrained brace) concrete frame beam-column joint | |
| CN102677943A (en) | Mounting structure for three-tube tube-in-tube chimney | |
| CN202299572U (en) | Plus or minus 800kV extra-high voltage direct current large-crossing steel tubular tower joint | |
| CN101974940A (en) | Joint of buckling restrained brace and concrete beam | |
| CN207829163U (en) | The spherical rib-ring-shaped intersection Suo Cheng latticed shell structures of single layer | |
| CN207776486U (en) | Wall reinforcement structure for existing old building | |
| CN109914217A (en) | A kind of energy-dissipating and shock-absorbing arch springing device | |
| CN205919302U (en) | A truss reinforcing beam device for boiler | |
| CN209194844U (en) | One kind partly combining prefabricated assembled beam | |
| CN115059198A (en) | High-performance ring spring self-resetting composite energy-consuming wall type damper and assembling method thereof | |
| CN108916547B (en) | Primary equipment bearing device for loop | |
| Mousleh et al. | The cost efficiency by using outriggers in tall buildings | |
| CN203821403U (en) | Five-vertical rod soil pressure balance beam with rectangular end parts | |
| Raj et al. | Shear strength of RC deep beam panels–a review | |
| EP3502368B1 (en) | Structural connector | |
| KR101070043B1 (en) | Column-type damper for improving earthquake-proof efficiency |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20210430 Address after: 311200 No.73, Jianshe 1st Road, Xiaoshan Economic and Technological Development Zone, Hangzhou City, Zhejiang Province Applicant after: Hangzhou Kaiyuan Construction Management Co.,Ltd. Address before: 138000 No.32, Fanrong street, Ningjiang district, Songyuan City, Jilin Province Applicant before: By China |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |