CN108360687A - When a kind of construction slidably, rotatable axis pin support part when using - Google Patents
When a kind of construction slidably, rotatable axis pin support part when using Download PDFInfo
- Publication number
- CN108360687A CN108360687A CN201810096739.5A CN201810096739A CN108360687A CN 108360687 A CN108360687 A CN 108360687A CN 201810096739 A CN201810096739 A CN 201810096739A CN 108360687 A CN108360687 A CN 108360687A
- Authority
- CN
- China
- Prior art keywords
- axis pin
- pedestal
- otic placode
- card slot
- sliding rail
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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
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to when a kind of construction slidably, use when rotatable axis pin support part, axis pin bearing and its space structure system.The axis pin support part includes the otic placode for being provided with pin shaft hole, further includes rotating member, the pedestal containing the first limit card slot, the sliding rail containing the second limit card slot, embedded board；The rotating member is connected to the bottom of otic placode, is built in the first limit card slot of pedestal to the lower rotatable of the rotating member；The pedestal is slideably built in the second limit card slot of sliding rail；The embedded board is arranged in the bottom of the sliding rail.By above-mentioned setting, the limitation of conventional pin shaft stool stress can be overcome, the horizontal thrust of dead load generation can be discharged after installation is complete in bearing, reasonable stress is easy to process, adapts to complicated stress condition, can preferably meet the requirement of architectural image.
Description
Technical field
The present invention relates to technical field of structural engineering, when more particularly to a kind of construction slidably, use when it is rotatable
Axis pin support part.
Background technology
In recent years, growing with economic construction of China, various novel buildings continue to bring out, it is various types of greatly across
Space structure is spent as the difficult point and bright spot in many architectural designs instantly.The bearing of building structure is connection superstructure under
The significant points of portion's support, the important link that it is designed as total should use rational design method and construction.One
Reasonably support node must stress be clear, power transmission is direct, safe and reliable, while should accomplish that simple structure is reasonable, make and spell
Dress is convenient, and should have good economy.Currently, the support style at home and abroad applied in a large amount of building roof systems includes mainly
There is lead core rubber support, high-damping rubber again in recent years in sheet-type support, axis pin bearing, rubber bearing and spherical bearing etc.
The novel energy-consumptions bearing such as glue bearing.
With the emergence of novel large-span space structure system, the node connection side in structure between component and component
Formula is increasingly sophisticated, and the forms such as traditional axis pin bearing, spherical bearing and rubber bearing cannot adapt to modern large span completely
The development need of space structure.Wherein, by taking most common conventional pin shaft stool as an example, it is used to connect two adjacent components,
It is fixedly connected on one component there are one otic placode, is fixedly connected on another component there are two otic placode, is passed through by an axis pin upper
State the pin shaft hole on otic placode, you can connect two components.But the axis pin bearing of the above-mentioned type, generally requires and applies at the scene
It is weldingly fixed on component in advance before work, due to various, the above-mentioned axis pin bearing being fixedly connected of component type of attachment, stress
It just cannot be satisfied the complicated connection relation between component.
In addition, in large-span space structure system, due to being influenced by factors such as architectural appearances, except gravity laod,
Outside temperature action, wind load and horizontal earthquake action often play control action.Therefore, roof system bearing is in complicated applied force state.
Prodigious horizontal force may be born under earthquake, wind load and temperature action, while wind load is also possible to that prodigious wind is caused to be inhaled
Power.In view of factors such as economy and safeties, the horizontal thrust that release dead load generates after installation is complete in structure is needed.
In conclusion in order to make space structure design preferably meet the requirement of architectural image, it is necessary to found a kind of technology
Advanced, reasonable stress, support node that is safe and reliable, easy for construction, adapting to complicated applied force state.
Invention content
In view of above-mentioned analysis, the present invention is intended to provide a kind of power transmission is clear, simple structure, easy to process, anti-seismic performance
Preferably and the axis pin support part in the construction stage slidably, rotatable in service stage, to solve how to improve axis pin
The reliability of support node construction simultaneously makes bearing to meet complicated connection relation between component to a greater extent, increases large-span structure
The problem of operation coordination of superstructure and lower support.
In order to solve the above technical problems, the present invention is mainly achieved through the following technical solutions：
When a kind of construction slidably, rotatable axis pin support part when using, including be provided with the otic placode of pin shaft hole, also
Pedestal including rotating member, containing the first limit card slot, the sliding rail containing the second limit card slot, embedded board；The rotating member position
In the bottom of otic placode, it is built in the first limit card slot of pedestal to the lower rotatable of the rotating member；The pedestal can be slided
It is built in dynamicly in the second limit card slot of sliding rail；The embedded board is arranged in the bottom of the sliding rail.The bottom of the sliding rail
It is weldingly fixed on the embedded board before the installation of axis pin support part.
Further, the rotating member is fixedly connected with or is integrally formed casting with the otic placode；The rotating member includes connecting
Spindle and core, the connecting shaft top is connect with otic placode bottom, connecting shaft bottom is connect with core；The core is relative to even
Core outward flange is arranged in spindle；First limit card slot is surrounded by base outer wall to be formed, and pedestal is arranged in the top of base outer wall
Inside upper flange；The core outward flange is placed in first limit card slot, outside the inside upper flange limitation core of pedestal
Movement of the flange in rotating member axis direction；Second limit card slot is surrounded by sliding rail outer wall to be formed, and the setting of sliding rail outer wall is slided
The inside upper flange of rail and the inside lower flange of sliding rail；The middle part of the base outer wall has the outside flange of pedestal；The pedestal to
Outer flange is placed in second limit card slot, and the inside upper flange of sliding rail limits the outside flange of pedestal in rotating member axis
The movement in line direction.The pedestal is weldingly fixed on after construction on the embedded board.Pass through rotating member, pedestal and sliding rail
Three cooperates, and realizes that the rotation of twocouese wide-angle, stress are adjusted according to actual conditions, adapts to complicated stress item
Part, and discharge the horizontal thrust of dead load generation by sliding.
Further, the rotating member further includes otic placode bottom plate, and the otic placode bottom plate is arranged in the connecting shaft and otic placode
Between bottom；The otic placode bottom plate is fixedly connected with otic placode or is integrally formed casting with otic placode.By above-mentioned setting, it is convenient for otic placode
With connect axis connection.
Further, between the pedestal and core friction coefficient can be reduced by, being both provided between pedestal and embedded board
Interlayer, the interlayer use SF-1 plates.By reducing the friction coefficient between pedestal and core, between pedestal and embedded board, more
Be conducive to core to rotate on pedestal, pedestal slides on embedded board.
Further, the core outward flange does chamfered with the inside upper flange of the pedestal, can effectively avoid stress
It concentrates.
Further, the otic placode is two or one.
A kind of axis pin bearing, including axis pin further include above-mentioned axis pin support part, the axis pin and axis pin support part
Pin shaft hole cooperation.
Further, axis pin bearing further includes the cover board coordinated with axis pin both ends, and the axis pin passes through countersunk head spiral shell with cover board
It tethers and connects.
A kind of space structure system, including component are connected at least partly between component by above-mentioned axis pin bearing, the pin
Shaft stool uses above-mentioned axis pin support part.
Using above-mentioned technical solution, the present invention has the beneficial effect that：
1) pedestal by increasing rotating member on the basis of existing otic placode and containing the first limit card slot, three's phase interworking
It closes, can be formed with the axis pin bearing for horizontally rotating function, it can be achieved that the rotation of twocouese wide-angle, stress can be according to practical feelings
Condition adjusts, and adapts to complicated stress condition.
2) by increasing sliding rail and embedded board in pedestal lower part, three cooperates, and may be formed at the construction stage with cunning
The axis pin bearing of dynamic function by sliding, it can be achieved that discharge the horizontal thrust of dead load generation.
3) it is cooperated by otic placode, rotating member, pedestal, sliding rail, embedded board, whole stress is clear, and power transmission is direct.
4) axis pin support stiffness is big, and bearing capacity is high, and anti-seismic performance is good, superior durability.
It in the present invention, can also be combined with each other between above-mentioned each technical solution, to realize more preferred assembled schemes.This
Other feature and advantage of invention will illustrate in the following description, also, certain advantages can become from specification it is aobvious and
It is clear to, or understand through the implementation of the invention.The purpose of the present invention and other advantages can by write specification, right
Specifically noted structure is realized and is obtained in claim and attached drawing.
Description of the drawings
Attached drawing is only used for showing the purpose of specific embodiment, and is not considered as limitation of the present invention, in entire attached drawing
In, identical reference mark indicates identical component.
Fig. 1 be the present invention construction when slidably, use when can Double-directional rotary axis pin bearing structure illustration；
Fig. 2 is A-A diagrammatic cross-sections in Fig. 1；
Fig. 3 is B-B diagrammatic cross-sections in Fig. 1；
Fig. 4 is C-C diagrammatic cross-sections in Fig. 1；
Fig. 5 is D-D diagrammatic cross-sections in Fig. 1；
Fig. 6 is schematic diagram of base structure；
When Fig. 7 is present invention construction slidably, rotatable axis pin bearing three dimensional structure diagram when using.
In figure：1- otic placodes, 2- axis pins, 3- rotating members, 31- otic placode bottom plates, 32- connecting shafts, 33- cores, outside 331- cores
Flange, 4- pedestals, the inside upper flange of 41- pedestals, the outside flange of 42- pedestals, the first limit card slots of 43-, 5- sliding rails, 51- are slided
The inside upper flange of rail, the inside lower flange of 52- sliding rails, the second limit card slots of 53-, 6- dormant bolts, 7- cover boards, 8- embedded boards, 9-
Sliding rail weld seam, 10- firm bankings end weld seam.
Specific implementation mode
Specifically describing the preferred embodiment of the present invention below in conjunction with the accompanying drawings, wherein attached drawing constitutes the application part, and
It is used to illustrate the principle of the present invention together with embodiments of the present invention, be not intended to limit the scope of the present invention.
In order to adapt to complicated stress condition and facilitate construction, the present invention provides a kind of construction stage slidably, make
With the stage can Double-directional rotary axis pin support part, including otic placode 1, rotating member 3, pedestal 4, sliding rail 5 and embedded board 8.
As shown in Figure 1, 2, rotating member 3 includes connecting shaft 32 and core 33, and top and 1 bottom of otic placode of connecting shaft 32 connect
Connect, the bottom of connecting shaft 32 is connect with core 33, core 33 relative to connecting shaft 32 have core outward flange 331.Pedestal 4 includes
First limit card slot 43, the first limit card slot 43 is surrounded by base outer wall to be formed, on the top of base outer wall setting pedestal is inside
Flange 41.Be built in the lower rotatable of core 33 in the first limit card slot 43, rotating member 3 in the first limit card slot 43 around
Its axis horizontal rotates, and then drives otic placode rotation.Further, the core outward flange 331 of rotating member 3 is placed in the first limit
In card slot 43, the inside upper flange 41 of pedestal limits movement of the core outward flange 331 on 3 axis direction of rotating member, ensures rotation
Part rotates in the horizontal direction, on its axis without upper and lower vibration.In order to reduce the friction coefficient between pedestal 4 and core 33,
Can between pedestal 4 and core 33 sandwich establishment, such as SF-1 plates.In order to avoid stress concentration, core outward flange 331 and pedestal to
Interior upper flange 41 does chamfered.
The rotating member 3 can also include otic placode bottom plate 31, and otic placode bottom plate 31 is arranged between connecting shaft 32 and otic placode 1,
It is connect respectively with the top of the bottom of otic placode 1 and connecting shaft 32.The otic placode bottom plate 31 can be fixedly connected with otic placode 1, the two
The casting that can also be integrally formed, preferably steel casting.
As shown in Fig. 2,7, sliding rail 5 is set as two, is separately positioned on the left and right ends of pedestal 4.Sliding rail 5 includes the second limit
Position card slot 53, the second limit card slot 53 is surrounded by sliding rail outer wall to be formed.Sliding rail outer wall has the inside upper flange 51 of sliding rail and sliding rail
Inside lower flange 52；The middle part of 4 outer wall of pedestal is arranged the outside flange 42 of pedestal, and the outside flange of pedestal 42 is placed in the second limit
In card slot 53, the inside upper flange 51 of sliding rail limits the movement of axis direction of the outside flange 42 of pedestal in rotating member 3, pedestal 4
It is slided in a lateral other side of sliding rail 5, ensures outside 42 sliding in the second limit card slot 53 of flange of pedestal, in core axis
Without upper and lower vibration on line.
As shown in Fig. 2,7, embedded board 8 is arranged in the lower part of sliding rail 5 and pedestal 4.In order to reduce friction coefficient, embedded board 8
The sandwich establishment between pedestal 4, such as SF-1 plates.
As shown in fig. 7, the otic placode 1 being connect with rotating member 3 is two, i.e., can be slided when the two of axis pin bearing otic placode side is constructed
It is dynamic, when using can Double-directional rotary to adapt to complicated stress condition, and the horizontal thrust that dead load generates can be discharged.In addition,
Also otic placode 1 can be set to 1, i.e., by an otic placode side of axis pin bearing be set as construction when slidably, use when can be two-way
The form of rotation can also make bearing adapt to complex loading conditions.
When the axis pin support part of the present invention is applied in space structure system, connected by above-mentioned axis pin bearing adjacent
The sliding rail 5 of axis pin bearing is weldingly fixed on embedded board 8 by component, slidably, when using can be double when being constructed with two otic placode sides
To for rotation, then with the common otic placode being welded on another component of unification, by the pin shaft hole of axis pin 2 and above-mentioned otic placode
Cooperation is fixed.Specifically as shown in Fig. 2,5, using the fixed form of cover board 7 and dormant bolt 6, cover board 7 coordinates with 2 both ends of axis pin,
Axis pin 2 is connect with cover board 7 by dormant bolt 6.
During practice of construction, the horizontal force of axis pin bearing is transferred to pedestal 4 and sliding rail 5 by core 33, uplift force by
Core outward flange 331 reaches pedestal 4, then reaches sliding rail 5 by the outside flange of pedestal 42, and sliding rail 5 is reached power by weld seam
The agent structure of component.Horizontally rotating for axis pin bearing is realized by the relative rotation of core 33 and pedestal 4；It is horizontal when construction
Sliding of the displacement by pedestal 4 relative to sliding rail 5 is realized；Rotation in surface is completed by axis pin 2.
Processing and fabricating of the present invention is simple, and erecting and welding is convenient, and specific implementation process is：
1, otic placode 1, axis pin 2, rotating member 3, pedestal 4, dormant bolt 6, cover board 7 are completed and are transported in steel construction factory process
Scene.
2, embedded board 8 is positioned and fixed.
3, sliding rail 5 position and be weldingly fixed on embedded board 8 by sliding rail weld seam 9.
4, the support node completed in steel construction factory process is positioned and is installed.
5, structure unloads, and the horizontal thrust that dead load is generated discharges.
6, after structure unloading, pedestal both ends are welded on by firm banking end weld seam 10 on embedded board 8.
In conclusion an embodiment of the present invention provides when a kind of construction slidably, use when can Double-directional rotary axis pin branch
Base member can be used for the architectural structure system of this any required node, to improve construction feasibility, the safety of the building structure
Property, stability and economy.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Any one skilled in the art in the technical scope disclosed by the present invention, the change or replacement that can be readily occurred in,
It should be covered by the protection scope of the present invention.
Claims (10)
1. when a kind of construction slidably, rotatable axis pin support part when using, including be provided with the otic placode (1) of pin shaft hole,
It is characterized in that：Further include rotating member (3), the pedestal (4) containing the first limit card slot (43), contain the second limit card slot (53)
Sliding rail (5), embedded board (8)；
The rotating member (3) is connected to the bottom of otic placode (1), is built in the first of pedestal to the lower rotatable of the rotating member
In limit card slot (43)；
The pedestal (4) is slideably built in the second limit card slot (53) of sliding rail (5)；
Bottom of embedded board (8) setting in the sliding rail (5).
2. when construction according to claim 1 slidably, rotatable axis pin support part when using, it is characterised in that：
The rotating member (3) is fixedly connected with or is integrally formed casting with the otic placode (1)；The rotating member (3) includes connecting shaft (32)
And core (33), the connecting shaft top is connect with otic placode bottom, connecting shaft bottom is connect with core (33)；
The core (33) is relative to connecting shaft (32) setting core outward flange (331)；First limit card slot (43) is the bottom of by
Seat outer wall surrounds to be formed, the top setting inside upper flange of pedestal (41) of base outer wall；The core outward flange (331) is placed in institute
It states in the first limit card slot (43), the inside upper flange of pedestal (41) the limitation core outward flange (331) is in rotating member axis side
To movement；
Second limit card slot (53) is surrounded by sliding rail outer wall to be formed, and sliding rail outer wall is arranged the inside upper flange of sliding rail (51) and slides
The inside lower flange of rail (52)；The middle part of the base outer wall has the outside flange of pedestal (42)；The outside flange of pedestal
(42) it is placed in second limit card slot (53), the inside upper flange limitation outside flange of pedestal (42) of sliding rail is rotating
The movement of part axis direction.
3. when construction according to claim 2 slidably, rotatable axis pin support part when using, which is characterized in that
The rotating member (3) further includes otic placode bottom plate (31), and the otic placode bottom plate (31) is arranged in the connecting shaft (32) and otic placode bottom
Between portion；The otic placode bottom plate (31) is fixedly connected with otic placode (1) or is integrally formed casting with otic placode (1).
4. when construction according to claim 2 slidably, rotatable axis pin support part when using, it is characterised in that：
It is both provided with the interlayer that can reduce friction coefficient between the pedestal (4) and core (33), between pedestal (4) and embedded board (8).
5. when construction according to claim 4 slidably, rotatable axis pin support part when using, it is characterised in that：
The interlayer uses SF-1 plates.
6. when construction according to claim 2 slidably, when using can Double-directional rotary axis pin support part, feature exists
In the core outward flange (331) does chamfered with the inside upper flange of the pedestal (41).
7. when being constructed according to claim 1-6 any one of them slidably, rotatable axis pin support part when using, it is special
Sign is：The otic placode (1) is two or one.
8. a kind of axis pin bearing, including axis pin (2), it is characterised in that：Further include such as claim 1-7 any one of them axis pins
Support part, the axis pin (2) and the pin shaft hole of axis pin support part coordinate.
9. axis pin bearing according to claim 8, it is characterised in that：It further include the cover board coordinated with the axis pin both ends
(7), the axis pin (2) is connect with the cover board (7) by dormant bolt (6).
10. a kind of space structure system, including component are at least partly connected between component by axis pin bearing, it is characterised in that：
The axis pin bearing includes such as claim 1-7 any one of them axis pin support parts or using as claim 8-9 is any
Axis pin bearing described in.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810096739.5A CN108360687B (en) | 2018-01-31 | 2018-01-31 | Pin shaft support part capable of sliding during construction and rotating during use |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810096739.5A CN108360687B (en) | 2018-01-31 | 2018-01-31 | Pin shaft support part capable of sliding during construction and rotating during use |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108360687A true CN108360687A (en) | 2018-08-03 |
| CN108360687B CN108360687B (en) | 2019-12-06 |
Family
ID=63007694
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810096739.5A Active CN108360687B (en) | 2018-01-31 | 2018-01-31 | Pin shaft support part capable of sliding during construction and rotating during use |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108360687B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109455266A (en) * | 2018-10-31 | 2019-03-12 | 共享钢构有限责任公司 | The production method of the production method and mast pin shaft support of otic placode support |
| CN110306677A (en) * | 2019-08-05 | 2019-10-08 | 浙江大学 | A kind of Bidirectional slide resistance to plucking ball hinged support |
| CN110397167A (en) * | 2019-08-01 | 2019-11-01 | 田春海 | A kind of construction steel structure stable base |
| CN111173255A (en) * | 2020-02-25 | 2020-05-19 | 中国建筑第四工程局有限公司 | Single-layer overhanging protection platform foundation device |
| CN114960965A (en) * | 2022-06-22 | 2022-08-30 | 中冶赛迪工程技术股份有限公司 | Inclined plane support for sliding of reticulated shell and construction method for connection of inclined plane support |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003155839A (en) * | 2001-11-24 | 2003-05-30 | Kenjiro Ogata | Vibration-isolation damper |
| CN103898979A (en) * | 2014-04-15 | 2014-07-02 | 中国建筑设计研究院 | Pin shaft support component capable of rotating and sliding, pin shaft support and spatial structure system |
| CN103938725A (en) * | 2014-04-15 | 2014-07-23 | 中国建筑设计研究院 | Rotatable hinge pin support component, hinge pin support and space structural system |
| CN203891198U (en) * | 2014-04-15 | 2014-10-22 | 中国建筑设计研究院 | Rotatable pin shaft support seat part, pin shaft support seat and space structure system having rotatable pin shaft support seat part |
| CN203891199U (en) * | 2014-04-15 | 2014-10-22 | 中国建筑设计研究院 | Rotatable and slidable pin shaft support seat part, pin shaft support seat and space structure system |
| CN204551745U (en) * | 2015-03-13 | 2015-08-12 | 华东建筑设计研究院有限公司 | A kind of multidirectional performance metal slide bearing |
| CN206143924U (en) * | 2016-10-11 | 2017-05-03 | 无锡圣丰建筑新材料有限公司 | Two -way rotatory hinged -support that slides |
-
2018
- 2018-01-31 CN CN201810096739.5A patent/CN108360687B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003155839A (en) * | 2001-11-24 | 2003-05-30 | Kenjiro Ogata | Vibration-isolation damper |
| CN103898979A (en) * | 2014-04-15 | 2014-07-02 | 中国建筑设计研究院 | Pin shaft support component capable of rotating and sliding, pin shaft support and spatial structure system |
| CN103938725A (en) * | 2014-04-15 | 2014-07-23 | 中国建筑设计研究院 | Rotatable hinge pin support component, hinge pin support and space structural system |
| CN203891198U (en) * | 2014-04-15 | 2014-10-22 | 中国建筑设计研究院 | Rotatable pin shaft support seat part, pin shaft support seat and space structure system having rotatable pin shaft support seat part |
| CN203891199U (en) * | 2014-04-15 | 2014-10-22 | 中国建筑设计研究院 | Rotatable and slidable pin shaft support seat part, pin shaft support seat and space structure system |
| CN204551745U (en) * | 2015-03-13 | 2015-08-12 | 华东建筑设计研究院有限公司 | A kind of multidirectional performance metal slide bearing |
| CN206143924U (en) * | 2016-10-11 | 2017-05-03 | 无锡圣丰建筑新材料有限公司 | Two -way rotatory hinged -support that slides |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109455266A (en) * | 2018-10-31 | 2019-03-12 | 共享钢构有限责任公司 | The production method of the production method and mast pin shaft support of otic placode support |
| CN110397167A (en) * | 2019-08-01 | 2019-11-01 | 田春海 | A kind of construction steel structure stable base |
| CN110397167B (en) * | 2019-08-01 | 2020-11-03 | 江苏安迪钢结构工程有限公司 | Firm base of building steel construction |
| CN110306677A (en) * | 2019-08-05 | 2019-10-08 | 浙江大学 | A kind of Bidirectional slide resistance to plucking ball hinged support |
| CN111173255A (en) * | 2020-02-25 | 2020-05-19 | 中国建筑第四工程局有限公司 | Single-layer overhanging protection platform foundation device |
| CN114960965A (en) * | 2022-06-22 | 2022-08-30 | 中冶赛迪工程技术股份有限公司 | Inclined plane support for sliding of reticulated shell and construction method for connection of inclined plane support |
| CN114960965B (en) * | 2022-06-22 | 2024-01-26 | 中冶赛迪工程技术股份有限公司 | Construction method for inclined plane support and inclined plane support connection for net shell sliding |
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| Publication number | Publication date |
|---|---|
| CN108360687B (en) | 2019-12-06 |
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