CN109083266A - A kind of antidetonation assembled architecture frame structure - Google Patents
A kind of antidetonation assembled architecture frame structure Download PDFInfo
- Publication number
- CN109083266A CN109083266A CN201811140320.1A CN201811140320A CN109083266A CN 109083266 A CN109083266 A CN 109083266A CN 201811140320 A CN201811140320 A CN 201811140320A CN 109083266 A CN109083266 A CN 109083266A
- Authority
- CN
- China
- Prior art keywords
- slot
- column
- leg column
- leg
- frame 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.)
- Withdrawn
Links
Classifications
-
- 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
- E04B1/0007—Base structures; Cellars
- E04B1/0015—Cellars constructed from prefabricated units
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of antidetonation assembled architecture frame structures, including base roof plate, sole plate, leg column and exterior wall, several leg columns are fixedly connected between the base roof plate and sole plate, the exterior wall is respectively fixedly connected on the leg column of two sides, two girder steels are provided between the leg column, two girder steels one end close to each other is flexibly connected；The end face of any one one end close to each other offers end slot in two girder steels, pressure sensor is provided in the end slot, the pressure sensor contacts with each other with another girder steel end face, and electric pushrod and pressure sensor are electrically connected on single-chip microcontroller.The present invention is by the intelligent control of single-chip microcontroller, so that integral frame structure is in rigid connection when not by transverse vibration, structure is more stable, it is rigidly connected and is changed when by transverse vibration, so that structure has anti-seismic performance, practicability is very strong, highly promotes.
Description
Technical field
The present invention relates to technical field of buildings, specially a kind of antidetonation assembled architecture frame structure.
Background technique
Assembled architecture refers to that the prefabricated components first to produce in factory as main component, pass through assembled in situ, anchoring
The advantages of structure class building constituted rapidly, this building is that construction speed is fast, and climate conditionality is small, saves labour
Power, and construction quality can be improved.In current building trade actual production, assembled architecture is the most widely used building side
Formula, in the country that assembled architecture is widely applied, the building that many high quality require gradually selects prefabricated construction
It builds.
Steel construction assembled architecture refers to by the steel member that is prefabricated in the factory as basic structural elements, add lining and
External hanging type wallboard completes the residential structure of assembling with cast-in-situ floor at the scene.Steel construction assembled-type house has intensity height, quality
Gently, short time limit, anti-seismic performance is good, the clear superiorities such as industrialization degree height, using the assembled architecture of Prefabricated steel construction, no matter from
Function still from cost performance, comfort, safety, will all be better than present reinforced concrete building.Steel construction assembled is built
Build be the following assembled architecture ideal development trend.Frame structure in the prior art is built for steel construction assembled anti-knock
There are the imperfect problems of anti seismic efficiency when building.
In order to solve the problems, such as that anti seismic efficiency is bad, in the prior art, application No. is the steel knots of " 201721656723.2 "
Structure anti-seismic frame structure includes sole plate, steel column；Adjacent steel column is connected by girder steel；Girder steel includes the beam of I-steel shape
Body, beam body include upper flange, lower wing plate and web；The flexible supporting element supported on both sides of web；Elastic supporting member for supporting optical member is by elasticity
The waveform configuration that bar bending is formed；The both ends of beam body are slidably connected with the head that is slidably connected, the both ends point of elastic supporting member for supporting optical member
It is not connected to corresponding be slidably connected on head；It is provided with support bracket structure on the side of steel column, the both ends of beam body are supported in pair
It answers on the support bracket structure on steel column.Beneficial effect is that anti-seismic performance is good, fabricated construction mode easy to accomplish, construction effect
Rate is high.
But the above-mentioned anti-seismic frame structure, during installing and using, however it remains following more apparent defect: 1,
When entire frame structure is not by transverse vibration, rigid connection effect it is poor, although can with good carry out antidetonation,
Bonding strength is deteriorated after rigid connection effect difference will lead to the installation of general frame；2, the girder steel of integral frame structure can not mitigate
Vibration on vertical direction, then structure cannot carry out shock-proof when by vertical vibration well, to cause entire
Structure easily deforms.
Summary of the invention
The purpose of the present invention is to provide a kind of antidetonation assembled architecture frame structures, to solve to mention in above-mentioned background technique
Out the problem of.
To achieve the above object, the invention provides the following technical scheme:
A kind of antidetonation assembled architecture frame structure, including base roof plate, sole plate, leg column and exterior wall, it is described
Several leg columns are fixedly connected between base roof plate and sole plate, the exterior wall is respectively fixedly connected with the leg column in two sides
On, two girder steels are provided between the leg column, two girder steels one end close to each other is flexibly connected；
One end that the girder steel is located remotely from each other offers sliding slot, and activity is inserted with inserting column, the inserting column in the sliding slot
One end is connected with extruding spring in sliding slot, and inserting column is fixedly connected on leg column far from spring one end is squeezed；
The end face of any one one end close to each other offers end slot in two girder steels, is provided in the end slot
Pressure sensor, the pressure sensor contact with each other with another girder steel end face, and two described girder steel one end close to each other
It is socketed with end cap, opens up fluted in the end cap, is provided with single-chip microcontroller in the groove；
The girder steel wall upper surface offers support rod slot, and electric pushrod, the electricity are fixedly installed in the support rod slot
Dynamic push rod one end is fixedly connected with top plate, and the top plate movement is inserted in column slot, and the column slot is opened in leg column side wall, and
Electric pushrod and pressure sensor are electrically connected on single-chip microcontroller.
Preferably, equal activity is inserted with threaded rod in the leg column, and the inserting column offers slotting far from extruding spring one end
Slot；
Threaded rod one end connected slot and the other end in the leg column of two sides are connected with fastening nut；
Threaded rod both ends in intermediate leg column are all connected in the slot of leg column two sides.
Preferably, the sliding slot is connected with shifting chute close to rod-groove side is supported, and is movably set with movement in the shifting chute
Plate, and girder steel side wall offers string holes between support rod slot and end cap；
Traction rope is provided in the string holes, described traction rope one end is connected to movable plate and the other end is connected with stretching bullet
Spring, the extension spring are fixedly connected on leg column side wall far from traction rope one end by connecting rope.
Preferably, it is connected with each other between the end cap and leg column side wall by reinforcing rope.
Preferably, U-shaped fixed frame is provided between the exterior wall and leg column, the U-shaped fixed frame is fixedly connected on leg
On column, and mounting screw is provided through in exterior wall and U-shaped fixed frame, the mounting screw is located at U-shaped fixed frame one end company
It is connected to installation bolt.
Compared with prior art, the beneficial effects of the present invention are:
1, the present invention passes through the setting of two girder steels interconnected, and pressure sensor is allowed to experience transverse vibration
Wave, so that frame structure is changed into antidetonation buffering connection from rigid connection, is realized so that controlroof is moved out from column slot
Anti seismic efficiency；
2, the present invention opening up by string holes, allows traction rope, extension spring and connecting rope to the shifting inside girder steel
Movable plate carries out stretching and drawing, and in top plate after being moved in column slot, and integral frame structure can also have vertical resist
Brisance, and there is lifting force to two girder steels being laterally arranged, further prevent girder steel to fall.
The present invention is by the intelligent control of single-chip microcontroller, so that integral frame structure is not when by transverse vibration in rigid
Property connection, structure is more stable, and be rigidly connected when by transverse vibration is changed so that structure have anti-seismic performance, reality
It is very strong with property, highly promote.
Detailed description of the invention
Fig. 1 is overall structure partial schematic sectional view of the invention；
Fig. 2 is two girder steel connection structure perspective view of the explosions of the invention；
Fig. 3 is steel beam structure schematic front view of the invention；
Fig. 4 is steel beam structure schematic top plan view of the invention；
Fig. 5 is end cap structural schematic diagram of the invention；
Fig. 6 is A plot structure enlarged diagram of the invention；
Fig. 7 is B plot structure enlarged diagram of the invention；
Fig. 8 is that single-chip microcontroller pin of the invention is electrically connected schematic diagram.
In figure: 1 base roof plate, 100 sole plates, 2 leg columns, 3 girder steels, 4 sliding slots, 5 inserting columns, 6 squeeze spring, 7 end slots, 8
Pressure sensor, 9 end caps, 10 grooves, 11 single-chip microcontrollers, 12 support rod slots, 13 electric pushrods, 14 top plates, 15 column slots, 16 threaded rods,
17 slots, 18 fastening nuts, 19 shifting chutes, 20 movable plates, 21 string holes, 22 traction ropes, 23 extension springs, 24 connecting ropes, 25 add
Qiang Sheng, 26 exterior walls, 27U type fixed frame, 28 mounting screws, 29 installation bolts.
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, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It 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.
Fig. 1-8 is please referred to, the present invention provides a kind of technical solution:
A kind of antidetonation assembled architecture frame structure, as shown in Figure of description 1, including base roof plate 1, sole plate
100, leg column 2 and exterior wall 26, base roof plate 1 and sole plate 100 are arranged in parallel, base roof plate 1 and sole plate
Several leg columns 2 are fixedly connected between 100, leg column 2 is provided with three, and three 2 both ends of leg column are vertically connected on 1 He of base roof plate
On sole plate 100, exterior wall 26 is respectively fixedly connected on the leg column 2 of two sides, is provided with U between exterior wall 26 and leg column 2
Type fixed frame 27, U-shaped fixed frame 27 are fixedly connected on leg column 2, and are provided through peace in exterior wall 26 and U-shaped fixed frame 27
Cartridge screw 28, mounting screw 28 are located at U-shaped 27 one end of fixed frame and are connected with installation bolt 29, pass through mounting screw 28 and installation spiral shell
Exterior wall 26 and leg column 2 are fixedly connected by the mating connection of bolt 29, and the setting of U-shaped fixed frame 27, so that exterior wall 26
Without being directly connected to leg column 2, preferably installed.
It is provided with two girder steels 3 between leg column 2, two girder steels 3, two 3 water of girder steel are provided between every two leg columns 2
Flat setting is in same level, and two girder steels 3 one end close to each other is flexibly connected, 3 one end phase of girder steel close to each other
It mutually resists, section is bonded to each other, and is realized and is connected with each other.
One end that girder steel 3 is located remotely from each other offers sliding slot 4, and activity is inserted with inserting column 5 in sliding slot 4, and inserting column 5 is located at sliding slot
One end, which is connected with, in 4 squeezes spring 6, and inserting column 5 is fixedly connected on leg column 2 far from 6 one end of spring is squeezed, and inserting column 5 can be
It is moved in sliding slot 4, carries out buffering antidetonation by squeezing spring 6, and inserting column 5 can also be supported girder steel 3.
Equal activity is inserted with threaded rod 16 in leg column 2, and inserting column 5 offers slot 17 far from 6 one end of spring is squeezed, and is located at two
16 one end connected slot 17 of threaded rod and the other end in side leg column 2 are connected with fastening nut 18, the spiral shell in intermediate leg column 2
16 both ends of rasp bar are all connected in the slot 17 of 2 two sides of leg column, the setting of threaded rod 16, leg column 2 and inserting column 5 can be realized phase
It is mutually fixed, and then realize rigid connection well.
The end face of any one one end close to each other offers end slot 7 in two girder steels 3, is provided with pressure in end slot 7
Sensor 8, pressure sensor 8 contact with each other with another 3 end face of girder steel, so that by the section contact of two girder steels 3, so that
Pressure sensor 8 can be experienced from lateral shock wave, and two one end close to each other of girder steel 3 are socketed with end cap 9, end cap
9 catch one end set that two girder steels 3 contact with each other, and realize the support to girder steel 3, open up fluted 10 in end cap 9, groove 10
In be provided with single-chip microcontroller 11, single-chip microcontroller 11 is used to receive the signal data of pressure sensor 8.
3 wall upper surface of girder steel offers support rod slot 12, and electric pushrod 13, electric pushrod are fixedly installed in support rod slot 12
13 one end are fixedly connected with top plate 14, and the movement of top plate 14 is inserted in column slot 15, and column slot 15 is opened in 2 side wall of leg column, and electricity
Dynamic push rod 13 is electrically connected on single-chip microcontroller 11 with pressure sensor 8, is controlled by single-chip microcontroller 11 electric pushrod 13,
When pressure sensor 8 does not sense transverse vibration wave, top plate 14 is plugged in column slot 15, so that realizing rigidity between leg column 2
Connection, when pressure sensor 8 senses transverse vibration wave, electric pushrod 13 drives top plate 14 to move, and extracts out from column slot 15,
Inserting column 5 is moved in sliding slot 4, anti seismic efficiency may be implemented, as shown in Figure of description 8, in the present embodiment
Single-chip microcontroller 11 selects 80C51 model single-chip microcontroller, and electric pushrod 13 selects the HB- of Wuxi City Hong Ba mechanical & electronic equipment corporation, Ltd production
DJ806 type push rod, interior centrally-mounted driving can directly pass through single-chip microcontroller by the driving of the Darlington of ULN2003 model
11 carry out the stroke of control electric pushrod 13, realize linear reciprocating motion, and pressure sensor 8 selects MPXV5050GP model
Sensor the signal data of sensor is transferred to by single-chip microcontroller 11 by the modulus conversion chip circuit of HA17741 model
It is interior.
Preferably as one, sliding slot 4 is connected with shifting chute 19 close to 12 side of support rod slot, is movably set in shifting chute 19
Movable plate 20, and 3 side wall of girder steel offers string holes 21 between support rod slot 12 and end cap 9, is provided with traction rope 22 in string holes 21,
22 one end of traction rope is connected to movable plate 20 and the other end is connected with extension spring 23, and extension spring 23 is far from 22 one end of traction rope
It is fixedly connected on 2 side wall of leg column by connecting rope 24, by traction rope 22, the effect of extension spring 23 and connecting rope 24, one
Aspect can be further stretched girder steel 3, so that girder steel 3 has the ability resisted and vertically shaken, kill two birds with one stone.
It is connected with each other between 2 side wall of end cap 9 and leg column by reinforcing rope 25, the intensity of end cap 9 not enough causes in order to prevent
Situations such as girder steel 3 is fallen allows end cap 9 preferably to girder steel so end cap 9 is carried out traction connection by reinforcing rope 25
3 are supported.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (5)
1. a kind of antidetonation assembled architecture frame structure, including base roof plate (1), sole plate (100), leg column (2) and outer
Wall (26), it is characterised in that: several leg columns (2) are fixedly connected between the base roof plate (1) and sole plate (100),
The exterior wall (26) is respectively fixedly connected on the leg column (2) of two sides, and two girder steels (3) are provided between the leg column (2),
Two girder steels (3) one end close to each other is flexibly connected；
One end that the girder steel (3) is located remotely from each other offers sliding slot (4), and activity is inserted with inserting column (5) in the sliding slot (4),
The inserting column (5) is located at sliding slot (4) interior one end and is connected with extruding spring (6), and inserting column (5) is solid far from spring (6) one end is squeezed
Surely it is connected on leg column (2)；
The end face of any one one end close to each other offers end slot (7) in two girder steels (3), in the end slot (7)
It is provided with pressure sensor (8), the pressure sensor (8) contacts with each other with another girder steel (3) end face, and two steel
Beam (3) one end close to each other is socketed with end cap (9), is opened up fluted (10) on the end cap (9), setting in the groove (10)
There are single-chip microcontroller (11)；
Girder steel (3) wall upper surface offers support rod slot (12), is fixedly installed electric pushrod in the support rod slot (12)
(13), described electric pushrod (13) one end is fixedly connected with top plate (14), and top plate (14) movement is inserted in column slot (15),
The column slot (15) is opened in leg column (2) side wall, and electric pushrod (13) and pressure sensor (8) are electrically connected at monolithic
On machine (11).
2. a kind of antidetonation assembled architecture frame structure according to claim 1, it is characterised in that: in the leg column (2)
Equal activity is inserted with threaded rod (16), and the inserting column (5) offers slot (17) far from spring (6) one end is squeezed；
Threaded rod (16) one end connected slot (17) and the other end in two sides leg column (2) are connected with fastening nut (18)；
Threaded rod (16) both ends in intermediate leg column (2) are all connected in the slot (17) of leg column (2) two sides.
3. a kind of antidetonation assembled architecture frame structure according to claim 1, it is characterised in that: the sliding slot (4) is leaned on
Nearly support rod slot (12) side is connected with shifting chute (19), is movably set with movable plate (20) in the shifting chute (19), and girder steel
(3) side wall offers string holes (21) between support rod slot (12) and end cap (9)；
It is provided with traction rope (22) in the string holes (21), described traction rope (22) one end is connected to movable plate (20) and the other end
It is connected with extension spring (23), the extension spring (23) is fixedly connected on far from traction rope (22) one end by connecting rope (24)
On leg column (2) side wall.
4. a kind of antidetonation assembled architecture frame structure according to claim 1, it is characterised in that: the end cap (9) and
It is connected with each other between leg column (2) side wall by reinforcing rope (25).
5. a kind of antidetonation assembled architecture frame structure according to claim 1, it is characterised in that: the exterior wall (26)
It is provided between leg column (2) U-shaped fixed frame (27), the U-shaped fixed frame (27) is fixedly connected on leg column (2), and exterior wall
It is provided through mounting screw (28) in body (26) and U-shaped fixed frame (27), the mounting screw (28) is located at U-shaped fixed frame
(27) one end is connected with installation bolt (29).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811140320.1A CN109083266A (en) | 2018-09-28 | 2018-09-28 | A kind of antidetonation assembled architecture frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811140320.1A CN109083266A (en) | 2018-09-28 | 2018-09-28 | A kind of antidetonation assembled architecture frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109083266A true CN109083266A (en) | 2018-12-25 |
Family
ID=64842706
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811140320.1A Withdrawn CN109083266A (en) | 2018-09-28 | 2018-09-28 | A kind of antidetonation assembled architecture frame structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109083266A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110335530A (en) * | 2019-07-23 | 2019-10-15 | 深圳防灾减灾技术研究院 | Building aseismicity structure simulators |
| CN111609086A (en) * | 2020-06-10 | 2020-09-01 | 蚌埠龙淮建筑科技有限公司 | Suspension type buffering anti-seismic equipment with rigidity and flexibility capable of being automatically switched |
| CN112411745A (en) * | 2020-11-28 | 2021-02-26 | 安徽一品小院建筑科技有限公司 | Assembled prestressed concrete frame structure antidetonation node |
| CN111021567B (en) * | 2019-11-26 | 2021-05-28 | 广东珠江建筑工程设计有限公司 | Damping structure of small-sized residence |
| CN112982660A (en) * | 2021-02-25 | 2021-06-18 | 广东恒昌源钢结构工程有限公司 | Assembly type steel structure building assembly and assembly method |
| CN113653186A (en) * | 2021-08-31 | 2021-11-16 | 应急管理部国家自然灾害防治研究院 | Assembled energy consumption node device capable of absorbing strong shock instantaneous impact energy and construction method |
-
2018
- 2018-09-28 CN CN201811140320.1A patent/CN109083266A/en not_active Withdrawn
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110335530A (en) * | 2019-07-23 | 2019-10-15 | 深圳防灾减灾技术研究院 | Building aseismicity structure simulators |
| CN111021567B (en) * | 2019-11-26 | 2021-05-28 | 广东珠江建筑工程设计有限公司 | Damping structure of small-sized residence |
| CN111609086A (en) * | 2020-06-10 | 2020-09-01 | 蚌埠龙淮建筑科技有限公司 | Suspension type buffering anti-seismic equipment with rigidity and flexibility capable of being automatically switched |
| CN112411745A (en) * | 2020-11-28 | 2021-02-26 | 安徽一品小院建筑科技有限公司 | Assembled prestressed concrete frame structure antidetonation node |
| CN112982660A (en) * | 2021-02-25 | 2021-06-18 | 广东恒昌源钢结构工程有限公司 | Assembly type steel structure building assembly and assembly method |
| CN113653186A (en) * | 2021-08-31 | 2021-11-16 | 应急管理部国家自然灾害防治研究院 | Assembled energy consumption node device capable of absorbing strong shock instantaneous impact energy and construction method |
| CN113653186B (en) * | 2021-08-31 | 2022-07-15 | 应急管理部国家自然灾害防治研究院 | Assembled energy consumption node device capable of absorbing strong shock instantaneous impact energy and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109083266A (en) | A kind of antidetonation assembled architecture frame structure | |
| CN209025196U (en) | A kind of antidetonation assembled architecture frame structure | |
| CN108867862B (en) | Post-tensioned unbonded prestressed precast concrete recoverable beam column node | |
| CN211714212U (en) | Anti-seismic connecting structure of prefabricated building | |
| CN110318479A (en) | A kind of Self-resetting suspension column structure and its construction method | |
| CN211548032U (en) | Anti-seismic fabricated building frame structure | |
| CN106401254A (en) | Self-reset steel framework structure for restraining energy consumption of core plate through buckling | |
| CN216076465U (en) | Reinforced concrete column node antidetonation reinforcing apparatus | |
| CN210263386U (en) | Assembled building beam column connection structure | |
| CN110359549A (en) | Multi-storey prefabricated house with balcony | |
| CN208105475U (en) | A kind of assembled architecture support component | |
| CN107653985A (en) | A kind of assembled abnormity column connected node and its installation method | |
| CN107905369B (en) | Assembled frame beam column connection node | |
| CN207829153U (en) | Frame beam column connecting node containing replaceable energy consumption part | |
| CN116290371A (en) | Building steel construction assembly type assembly | |
| CN213013896U (en) | Expansion joint device for bridge construction | |
| CN113529968A (en) | Steel beam and reinforced concrete shear wall node capable of adapting to vertical deformation difference between members | |
| CN210767318U (en) | Assembled composite two-stage energy consumption damper | |
| CN207829157U (en) | Assembling frame beam-column connection | |
| CN109778895B (en) | External elevator's pin-connected panel basis | |
| CN112854472A (en) | Full-assembly type concrete node device with replaceable seismic isolation and reduction devices | |
| CN219281072U (en) | Anti-seismic precast beam structure convenient for construction | |
| KR100717896B1 (en) | Power generation system of brace frame using piezoelectric element | |
| CN113338434B (en) | Assembled energy-consumption self-resetting column base structure and upright column connecting node | |
| CN214994632U (en) | Anti-seismic profile steel structure |
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 | ||
| CB02 | Change of applicant information |
Address after: 230088 Room 401, Building A4, Hefei Innovation Industrial Park, Hefei High-tech Zone, Hefei City, Anhui Province Applicant after: Anhui Yipin Xiaoyuan Architectural Technology Co., Ltd. Address before: 231131 Building A of Honglu Building on the West Side of Fuyang North Road, Changfeng Shuangfeng Economic Development Zone, Changfeng County, Hefei City, Anhui Province Applicant before: Anhui Yipin Xiaoyuan Architectural Technology Co., Ltd. |
|
| CB02 | Change of applicant information | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20181225 |
|
| WW01 | Invention patent application withdrawn after publication |