CN111734011A - Supporting device for prefabricated building construction - Google Patents
Supporting device for prefabricated building construction Download PDFInfo
- Publication number
- CN111734011A CN111734011A CN202010653424.3A CN202010653424A CN111734011A CN 111734011 A CN111734011 A CN 111734011A CN 202010653424 A CN202010653424 A CN 202010653424A CN 111734011 A CN111734011 A CN 111734011A
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- Prior art keywords
- hydraulic
- base
- screw
- top beam
- support
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B2001/5868—Hinged connections
Abstract
The invention discloses a supporting device for prefabricated building construction, which comprises: wall body bearing support frame, and the bottom of wall body bearing support frame is provided with hydraulic base, hydraulic base's bottom is provided with horizontal bottom plate, supporting sleeve, and it sets up in hydraulic base's top, and supporting sleeve and hydraulic base pass through bolted connection, supporting sleeve's top is provided with extends branch, and extends branch and supporting sleeve telescopic connection, the surface of supporting sleeve both sides is provided with the outer screw that runs through, and extends the surface of branch both sides and be provided with interior through screw, the outer screw that runs through passes through with interior through the screw and pass through the metal stock and be connected, and the outer interval that runs through between screw and the interior through screw is the same. It has realized that the inside bearing structure of prefabricated building can also play the effect of shock attenuation buffering when playing support fixed action to the problem that the surface building receives vibrations to initiate to collapse.
Description
Technical Field
The invention relates to the technical field of fabricated buildings, in particular to a supporting device for a fabricated building.
Background
With the development of modern industrial technology, building houses can be manufactured in batches and sets like machine production. Prefabricated house components are transported to a construction site to be assembled, and the assembled building is interesting in the beginning of the 20 th century and is realized in the end of the sixties. The first attempts made in English, French, Soviet Union, etc. The assembly type building is fast in construction speed and low in production cost, so that the assembly type building is rapidly popularized and developed all over the world; early fabricated buildings were rather rigid and uniform in appearance. Later improvements in design have resulted in increased flexibility and versatility to allow modular construction not only in batch, but also in a wide variety of styles. The movable dwelling house is an advanced assembly type building in America, each dwelling unit is like a large trailer, and the movable dwelling house can be used only by pulling the movable dwelling house to the site by a special automobile and then hoisting the movable dwelling house to a floor cushion block by a crane to be connected with a pre-buried water channel, a power supply and a telephone system. The movable dwelling house is internally provided with facilities such as a heating system, a bathroom, a kitchen, a dining room, a bedroom and the like. The movable dwellings can be formed into a unit independently or can be connected with each other.
The supporting structure used in the existing assembly type building only can play a role in supporting and fixing, and once the building is affected by vibration, the leek in the supporting and connecting structure inside can be deviated and dislocated, so that great potential safety hazards exist.
Disclosure of Invention
An object of the present invention is to solve at least the above problems and to provide at least the advantages described later.
The invention also aims to provide a supporting device for the prefabricated building construction, which realizes that the internal supporting structure of the prefabricated building can play a role in supporting and fixing and also can play a role in damping and buffering, so that the surface building collapses due to vibration.
In order to achieve the above objects and other objects, the present invention adopts the following technical solutions:
a support device for prefabricated building construction, comprising:
the wall body bearing support frame is provided with a hydraulic base at the bottom, and a horizontal bottom plate is arranged at the bottom of the hydraulic base;
the utility model discloses a hydraulic support device, including hydraulic pressure base, support sleeve, its setting is in hydraulic pressure base's top, and support sleeve and hydraulic pressure base pass through bolted connection, support sleeve's top is provided with extends branch, and extends branch and support sleeve telescopic connection, the surface of support sleeve both sides is provided with outer screw that runs through, and the surface that extends the branch both sides is provided with interior screw that runs through, the screw that runs through outward passes through the screw with interior screw and passes through the metal stock and be connected, and the interval that runs through between the screw and the interior screw is the same outward.
Preferably, the inside of hydraulic pressure base is provided with electronic hydraulic jack, and electronic hydraulic jack sets up to multilayer formula structure, electronic hydraulic jack extends to the inside of supporting sleeve, and supporting sleeve sets up to hollow structure, electronic hydraulic jack passes through jack stabilizing base with hydraulic pressure base and is connected, and jack stabilizing base passes through bolted connection with hydraulic pressure base.
Preferably, one side of electronic hydraulic jack is provided with the wiring port, and wiring port and electronic hydraulic jack fixed connection, one side of hydraulic pressure base is provided with the wiring curb plate, and the wiring curb plate passes through the draw-in groove with the hydraulic pressure base and is connected, the top of electronic hydraulic jack is provided with rubber buffer, and rubber buffer passes through the adhesive with electronic hydraulic jack and is connected.
Preferably, be provided with the isolation bearing between hydraulic pressure base and the horizontal bottom plate, the isolation bearing includes central axis seat, the upper and lower both ends of central axis seat all are provided with connection steel sheet, and connection steel sheet and central axis seat fixed connection, connection steel sheet passes through the strengthening rib with hydraulic pressure base and horizontal bottom plate and is connected, and the strengthening rib runs through jack stabilizing base.
Preferably, the center pin base comprises a rubber wrapping sleeve, a lead core is arranged inside the rubber wrapping sleeve, the lead core is attached to the rubber wrapping sleeve and connected with the rubber wrapping sleeve, steel plate layers are arranged on two sides of the lead core, intervals are arranged between the steel plate layers, and seal plates are arranged at the upper end and the lower end of the lead core.
Preferably, the top of the extension supporting rod is provided with four top beam expanding rod frames, and the top beam expanding rod frames are connected with the extension supporting rod through a rotating shaft movable groove.
Preferably, the top beam is extended the below of bar frame and is provided with the triangle rack, and the triangle rack passes through bolted connection with extension branch, the top beam is extended the bar frame and is connected through horizontal standing groove with the triangle rack, and the horizontal standing groove degree of depth is the same with top beam extension bar frame thickness.
Preferably, the outer surface of the top beam expanding rod frame is provided with a positioning screw hole, the top beam expanding rod frame is connected with the metal top beam plate through a concave limiting groove, the depth of the concave limiting groove is the same as the thickness of the metal top beam plate, and the top beam expanding rod frame is connected with the metal top beam plate through an anchoring bolt.
The invention at least comprises the following beneficial effects:
1. the electric hydraulic jack of the invention realizes the lifting function by an external power supply, when in use, the wiring side plate is opened to connect the circuit to the wiring port at one side of the electric hydraulic jack, and then the electric hydraulic jack can be controlled to carry out lifting operation, after the electric hydraulic jack is adjusted by connecting an external power supply, the metal anchor rod penetrates through the hole position of the common through screw hole between the extension supporting rod and the supporting sleeve, the electric hydraulic jack cannot be withdrawn in the process, after the two groups of metal anchor rods are fixed, the electric hydraulic jack can withdraw from the inside of the supporting sleeve, and then the metal anchor rods are sequentially inserted into the through screw holes on the supporting sleeve, even three group metal anchor rods above are broken, the extension supporting rod cannot fall to the bottommost part of the supporting sleeve, and the metal anchor rods inside the supporting sleeve can play a role in blocking.
2. The connecting steel plates on the upper side and the lower side of the shock insulation support are respectively connected with the hydraulic base and the horizontal bottom plate, so that the shock insulation support is equivalent to that a shock insulation layer is additionally arranged between the upper structure of the hydraulic base and the foundation, the rubber shock insulation support is formed by alternately laminating a plurality of layers of steel plates and rubber, the steel plates are used as stiffening materials of the rubber support, the characteristic that the vertical rigidity of a rubber body is small is changed, the horizontal earthquake action can be reduced, and large vertical load can be borne, because the rubber is used as an elastic body and the energy consumption is insufficient, a lead core is added into the support, the lead core rubber shock insulation support can bear the vertical load of the whole upper structure, the structural period is prolonged, certain damping can be provided, the earthquake force of the lower structure is redistributed, the displacement of the shock insulation layer is not large, the shock insulation effect is good, and meanwhile, the lead, the rubber shock insulation support has the advantages that the rubber shock insulation support can resist load and brake load, is in soft connection with the ground, and can offset about 80% of energy of an earthquake.
Drawings
FIG. 1 is a schematic structural view of a prefabricated building construction support device provided by the present invention;
FIG. 2 is a schematic view of an unfolded configuration of the prefabricated building construction support device provided by the present invention;
FIG. 3 is a schematic view of the construction of an extension bar of the prefabricated building supporting device according to the present invention;
FIG. 4 is a schematic view showing the internal structure of a hydraulic base of the supporting device for prefabricated building construction according to the present invention;
FIG. 5 is a schematic view of the internal structure of the seismic isolation bearing of the supporting device for prefabricated building construction provided by the invention.
Detailed Description
The present invention is described in detail below with reference to the attached drawings so that those skilled in the art can implement the invention by referring to the description.
As shown in fig. 1 to 5, a supporting device for prefabricated house construction includes: wall body bearing support frame 1, and the bottom of wall body bearing support frame 1 is provided with hydraulic base 2, the bottom of hydraulic base 2 is provided with horizontal bottom plate 3, supporting sleeve 4, it sets up the top at hydraulic base 2, and supporting sleeve 4 passes through bolted connection with hydraulic base 2, the top of supporting sleeve 4 is provided with extends branch 5, and extend branch 5 and 4 telescopic connection of supporting sleeve, the surface at supporting sleeve 4 both sides is provided with outer screw 9 that runs through, and the surface that extends branch 5 both sides is provided with interior through screw 13, it is connected through metal stock 14 with interior through screw 13 to run through screw 9 outward, and the interval that runs through between screw 9 and interior through screw 13 is the same outward.
In the above scheme, place the horizontal bottom plate of wall body bearing support frame bottom on the level ground when the installation, fix it on subaerial through the bolt afterwards, connect external power source and adjust the back to electric hydraulic jack, pass the metal stock on extending the common screw hole site that runs through between branch and the support sleeve, electric hydraulic jack can not withdraw from in this in-process, after fixing two sets of metal stocks, electric hydraulic jack alright with withdraw from the inside of support sleeve, insert the metal stock in proper order afterwards in the screw hole that runs through on the support sleeve, even like this three group metal stocks of top take place the fracture, it can not fall to the bottommost of support sleeve to extend branch yet, because the inside metal stock of support sleeve can play the effect of separation.
In a preferred scheme, the inside of hydraulic base 2 is provided with electronic hydraulic jack 18, and electronic hydraulic jack 18 sets up to multilayer structure, and electronic hydraulic jack 18 extends to the inside of support sleeve 4, and support sleeve 4 sets up to hollow structure, and electronic hydraulic jack 18 is connected through jack stabilizing seat 21 with hydraulic base 2, and jack stabilizing seat 21 passes through bolted connection with hydraulic base 2.
Among the above scheme, electronic hydraulic jack adopts automatically controlled formula structural design, and its control power supply unit need not to be in the same place with hydraulic jack long-term fixed mounting, only need when using with power access alright with control regulation, after adjusting, power supply unit alright with breaking away from hydraulic jack.
In a preferred scheme, one side of electro-hydraulic jack 18 is provided with wiring port 20, and wiring port 20 and electro-hydraulic jack 18 fixed connection, and one side of hydraulic pressure base 2 is provided with wiring curb plate 17, and wiring curb plate 17 passes through the draw-in groove with hydraulic pressure base 2 and is connected, and the top of electro-hydraulic jack 18 is provided with rubber buffer 19, and rubber buffer 19 passes through the adhesive with electro-hydraulic jack 18 and is connected.
Among the above scheme, the lifting function is realized through external power supply's mode to the electro-hydraulic jack, open the wiring curb plate during the use on the wiring port of line connection in electro-hydraulic jack one side, at this moment alright carry out the lifting operation with control electro-hydraulic jack, after accomplishing the lift, fix extension branch, at this moment alright shrink back with electro-hydraulic jack, and withdraw from electrical equipment, when the later stage need carry out altitude mixture control, only need connect the power alright control regulation with electro-hydraulic jack.
In an optimal scheme, be provided with isolation bearing 22 between hydraulic pressure base 2 and the horizontal bottom plate 3, isolation bearing 22 includes center axle seat 23, and the upper and lower both ends of center axle seat 23 all are provided with connection steel sheet 24, and connection steel sheet 24 and center axle seat 23 fixed connection, and connection steel sheet 24 passes through the strengthening rib 25 with hydraulic pressure base 2 and horizontal bottom plate 3 to be connected, and the strengthening rib 25 runs through jack stabilizing base 21.
In the scheme, the connecting steel plates on the upper side and the lower side of the shock isolation support are respectively connected with the hydraulic base and the horizontal bottom plate, so that the shock isolation support is equivalently formed by additionally arranging a shock isolation layer between the upper structure of the hydraulic base and a foundation, the rubber shock isolation support is in flexible connection with the ground, about 80% of energy of an earthquake can be offset through the shock isolation support, the shock isolation support is a structural member with small horizontal rigidity and large vertical rigidity, can bear large horizontal deformation, and can also be used as a part of a bearing system.
In a preferred scheme, center pin base 23 includes rubber parcel sleeve pipe 26, and the inside of rubber parcel sleeve pipe 26 is provided with lead 28, and lead 28 and the laminating of rubber parcel sleeve pipe 26 are connected, and the both sides of lead 28 all are provided with steel deck 27, and are provided with the interval between the steel deck 27, and the upper and lower both ends of lead 28 all are provided with shrouding 29.
In the above scheme, rubber shock insulation support is formed by multilayer steel sheet and rubber coincide in turn, the steel sheet is as the stiffening material of rubber support, the less characteristics of the vertical rigidity of the rubber body have been changed, make it can reduce horizontal earthquake effect, can bear great vertical load again, because rubber is as the elastomer, the power consumption is not enough, consequently add the lead core in the support, lead core rubber support can enough undertake the vertical load of whole superstructure, the extension structure cycle, can provide certain damping again, make substructure earthquake power redistribution, the displacement on shock insulation layer also can not be very big, fine shock insulation effect has, simultaneously, lead core rubber shock insulation support possesses certain initial horizontal rigidity again, can resist the effect of load and braking load.
In a preferred scheme, the top of the extension supporting rod 5 is provided with four top beam expanding rod frames 7, and the top beam expanding rod frames 7 are connected with the extension supporting rod 5 through a rotating shaft movable groove 15.
In the above scheme, the top beam expansion rod frame is located the top of the extension branch, and the top beam expansion rod frame is connected with the extension branch through the rotation of the rotating shaft, so that the top beam expansion rod frame can be retracted and gathered when being carried, the occupation of space is reduced, and the top beam expansion rod frame is unfolded during use.
In a preferred scheme, the triangular placing frame 6 is arranged below the top beam expanding rod frame 7, the triangular placing frame 6 is connected with the extension supporting rod 5 through bolts, the top beam expanding rod frame 7 is connected with the triangular placing frame 6 through the horizontal placing groove 16, and the depth of the horizontal placing groove 16 is the same as the thickness of the top beam expanding rod frame 7.
In the above scheme, the top beam is extended and is connected through the pivot between the branch with extending, although the function of the rotation shrink of realization, nevertheless can have certain flaw on the support stability, the triangle rack is located the below of top beam extension bar, will block into the horizontal standing groove on triangle rack surface after top beam extension bar expandes, at this moment top beam extension bar is ninety degrees contained angle with extending between the branch, and the shelf of triangle structure is when playing spacing, can also support the top beam extension bar after expanding, share the pressure on the top beam extension bar.
In a preferred scheme, the outer surface of the top beam expanding rod frame 7 is provided with a positioning screw hole 8, the top beam expanding rod frame 7 is connected with the metal top beam plate 10 through a concave limiting groove 11, the depth of the concave limiting groove 11 is the same as the thickness of the metal top beam plate 10, and the top beam expanding rod frame 7 is connected with the metal top beam plate 10 through an anchoring bolt 12.
In the scheme, the top beam expansion rod frame is cross after being unfolded, the top beam expansion rod frames at the top ends of the two adjacent groups of wall body bearing support frames can be connected and used through the metal top beam plates, the metal top beam plates are firstly placed in the concave limiting grooves in the surfaces of the top beam expansion rod frames, and then the metal top beam plates and the top beam expansion rod frames are fixedly connected through the anchoring bolts, so that the connection between the wall body bearing support frames can be realized, and the support performance of the wall body bearing support frames on top buildings is enhanced.
While embodiments of the invention have been described above, it is not limited to the applications set forth in the description and the embodiments, which are fully applicable in various fields of endeavor to which the invention pertains, and further modifications may readily be made by those skilled in the art, it being understood that the invention is not limited to the details shown and described herein without departing from the general concept defined by the appended claims and their equivalents.
Claims (8)
1. A support device for prefabricated building construction, comprising:
the wall body bearing support frame is provided with a hydraulic base at the bottom, and a horizontal bottom plate is arranged at the bottom of the hydraulic base;
the utility model discloses a hydraulic support device, including hydraulic pressure base, support sleeve, its setting is in hydraulic pressure base's top, and support sleeve and hydraulic pressure base pass through bolted connection, support sleeve's top is provided with extends branch, and extends branch and support sleeve telescopic connection, the surface of support sleeve both sides is provided with outer screw that runs through, and the surface that extends the branch both sides is provided with interior screw that runs through, the screw that runs through outward passes through the screw with interior screw and passes through the metal stock and be connected, and the interval that runs through between the screw and the interior screw is the same outward.
2. The prefabricated house building supporting device according to claim 1, wherein the hydraulic base is provided at an inner portion thereof with an electro-hydraulic jack, the electro-hydraulic jack is provided in a multi-layered structure, the electro-hydraulic jack extends to an inner portion of a support sleeve, the support sleeve is provided in a hollow structure, the electro-hydraulic jack is connected with the hydraulic base through a jack stabilizing base, and the jack stabilizing base is connected with the hydraulic base through a bolt.
3. The prefabricated house building supporting device as claimed in claim 2, wherein one side of the electro-hydraulic jack is provided with a wiring port fixedly connected with the electro-hydraulic jack, one side of the hydraulic base is provided with a wiring side plate connected with the hydraulic base through a clamping groove, a rubber buffer pad is arranged on the top of the electro-hydraulic jack, and the rubber buffer pad is connected with the electro-hydraulic jack through an adhesive.
4. The supporting device for prefabricated house building of claim 2, wherein a vibration isolating support is arranged between the hydraulic base and the horizontal bottom plate, the vibration isolating support comprises a central shaft seat, connecting steel plates are arranged at the upper end and the lower end of the central shaft seat, the connecting steel plates are fixedly connected with the central shaft seat, the connecting steel plates are connected with the hydraulic base and the horizontal bottom plate through reinforcing ribs, and the reinforcing ribs penetrate through the jack stabilizing seat.
5. The supporting device for prefabricated house building of claim 4, wherein the central shaft seat comprises a rubber-covered sleeve, a lead core is arranged inside the rubber-covered sleeve, the lead core is attached to the rubber-covered sleeve, steel plate layers are arranged on two sides of the lead core, a gap is arranged between the steel plate layers, and sealing plates are arranged at the upper end and the lower end of the lead core.
6. The prefabricated building supporting device of claim 1, wherein four roof beam expanding brackets are provided on the top of the extension strut, and the roof beam expanding brackets are connected with the extension strut through a rotating shaft moving groove.
7. The prefabricated house building supporting device as claimed in claim 6, wherein a triangular placing frame is arranged below the top beam expanding bar frame, the triangular placing frame is connected with the extension supporting bar through bolts, the top beam expanding bar frame is connected with the triangular placing frame through a horizontal placing groove, and the depth of the horizontal placing groove is the same as the thickness of the top beam expanding bar frame.
8. The prefabricated building supporting device of claim 6, wherein the outer surface of the top beam expanding bar is provided with a positioning screw hole, the top beam expanding bar is connected with the metal top beam plate through a concave limiting groove, the depth of the concave limiting groove is equal to the thickness of the metal top beam plate, and the top beam expanding bar is connected with the metal top beam plate through an anchoring bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010653424.3A CN111734011A (en) | 2020-07-08 | 2020-07-08 | Supporting device for prefabricated building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010653424.3A CN111734011A (en) | 2020-07-08 | 2020-07-08 | Supporting device for prefabricated building construction |
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| Publication Number | Publication Date |
|---|---|
| CN111734011A true CN111734011A (en) | 2020-10-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010653424.3A Pending CN111734011A (en) | 2020-07-08 | 2020-07-08 | Supporting device for prefabricated building construction |
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| Country | Link |
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| CN (1) | CN111734011A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113502935A (en) * | 2021-08-18 | 2021-10-15 | 东晟兴诚集团有限公司 | Shock insulation rubber support and construction method thereof |
| CN114575470A (en) * | 2022-05-05 | 2022-06-03 | 中国航空规划设计研究总院有限公司 | Support node of large-span V-shaped truss structure system |
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| CN205444977U (en) * | 2016-03-17 | 2016-08-10 | 牛恩华 | Support for building |
| CN106522582A (en) * | 2016-12-23 | 2017-03-22 | 雅克设计有限公司 | Supporting frame applicable to poured floor |
| CN108824938A (en) * | 2018-07-27 | 2018-11-16 | 中铁二局第二工程有限公司 | A kind of construction Moveable Pipeline bracket and its application method |
| CN109424238A (en) * | 2017-08-24 | 2019-03-05 | 吴方华 | A kind of architectural engineering rubber earthquake isolation support |
| EP3540151A1 (en) * | 2018-03-15 | 2019-09-18 | Soletanche Freyssinet | Enhanced seismic isolation lead rubber bearings |
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2020
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Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205444977U (en) * | 2016-03-17 | 2016-08-10 | 牛恩华 | Support for building |
| CN106522582A (en) * | 2016-12-23 | 2017-03-22 | 雅克设计有限公司 | Supporting frame applicable to poured floor |
| CN109424238A (en) * | 2017-08-24 | 2019-03-05 | 吴方华 | A kind of architectural engineering rubber earthquake isolation support |
| EP3540151A1 (en) * | 2018-03-15 | 2019-09-18 | Soletanche Freyssinet | Enhanced seismic isolation lead rubber bearings |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113502935A (en) * | 2021-08-18 | 2021-10-15 | 东晟兴诚集团有限公司 | Shock insulation rubber support and construction method thereof |
| CN114575470A (en) * | 2022-05-05 | 2022-06-03 | 中国航空规划设计研究总院有限公司 | Support node of large-span V-shaped truss structure system |
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Application publication date: 20201002 |