CN110512786A - Workshop floor structure and electronics clean room - Google Patents
Workshop floor structure and electronics clean room Download PDFInfo
- Publication number
- CN110512786A CN110512786A CN201910744551.1A CN201910744551A CN110512786A CN 110512786 A CN110512786 A CN 110512786A CN 201910744551 A CN201910744551 A CN 201910744551A CN 110512786 A CN110512786 A CN 110512786A
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- China
- Prior art keywords
- web member
- bearing structure
- truss
- hack lever
- diagonal web
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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
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
-
- 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
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
Abstract
The invention discloses a kind of workshop floor structure and electronics clean rooms.The workshop floor structure includes support column arrangement at least arranged in the first direction；And the first bearing structure and the second bearing structure stacked on top of one another for being set to support column arrangement；Also, auxiliary support structure is provided between the first bearing structure and the second bearing structure, auxiliary support structure and the first bearing structure and the second bearing structure collectively form girder system structure.Workshop floor structure of the invention, it can satisfy the requirement of floor micro-vibration control standard, and it can be formed by field-installed mode, compared to the floor using reinforced concrete structure, the engineering construction period is shortened, and the popularization to the construction period than high-tech electronic workshop project more sensitive, that investment is big can effectively act as power-assisted effect.
Description
Technical field
The present invention relates to building structure technology field more particularly to a kind of workshop floor structures and electronics clean room.
Background technique
Electronics clean room, usually multiple technique layer laminate arrangements, each process layer are divided into technique production layer and work again
Skill produces the interlayer below layer, and many precision equipments are supported on technique production layer.Technique produces layer, in technique production district,
Purity requirements air vertical laminar flow from top to down；The horizontal direction and vertical vibration of technique production layer need to meet micro-vibration
The requirement of control standard.
For having the electronics clean room of two process layers, such as TFT-LCD (Thin Film Transistor-
Liquid Crystal Display, Thin Film Transistor-LCD) electronics clean room, first process layer, i.e. L10
Layer, L20 layers, generally use reinforced concrete structure, second process layer, i.e. L30 layers, L40 layers generally also use reinforced concrete
Soil structure, the engineering construction period that this allows for electronics clean room is longer, is unfavorable for the construction period than more sensitive, investment
The popularization of big high-tech electronic workshop project.
Summary of the invention
The embodiment of the present invention provides a kind of workshop floor structure and electronics clean room, and the engineering construction period is shorter, can
The requirement for meeting micro-vibration control standard, is adapted for promoting and applying.
On the one hand, the embodiment of the present invention proposes a kind of workshop floor structure, comprising: branch at least arranged in the first direction
Hinge structure；And the first bearing structure and the second bearing structure stacked on top of one another for being set to support column arrangement；Also, first holds
It carries and is provided with auxiliary support structure between structure and the second bearing structure, auxiliary support structure is held with the first bearing structure and second
It carries structure and collectively forms girder system structure.
According to an aspect of an embodiment of the present invention, auxiliary support structure includes perpendicular web member and diagonal web member, erects web member and tiltedly
Web member is that one end is connected to the first bearing structure, the other end is connected to the second bearing structure, and at least one end of diagonal web member is same
When be connected to perpendicular web member.
According to an aspect of an embodiment of the present invention, the first bearing structure includes the first main truss hack lever, the first main truss hack lever
It is connected between support column arrangement, the first main truss hack lever is connected with perpendicular web member and diagonal web member.
According to an aspect of an embodiment of the present invention, the first bearing structure further includes first time truss rod, the first jack truss
Bar is connected between the first main truss hack lever, and first time truss rod is connected with diagonal web member or first time truss rod is connected with perpendicular abdomen
Bar and diagonal web member.
According to an aspect of an embodiment of the present invention, the first bearing structure further includes the first secondary beam, and the first secondary beam is connected to
Between first main truss hack lever and first time truss rod, the first secondary beam is connected with diagonal web member or the first secondary beam is connected with perpendicular web member
And diagonal web member.
According to an aspect of an embodiment of the present invention, the second bearing structure includes the second main truss hack lever, the second main truss hack lever
It is connected between support column arrangement, the second main truss hack lever is connected with perpendicular web member and diagonal web member.
According to an aspect of an embodiment of the present invention, the second bearing structure further includes second of truss rod, the second jack truss
Bar is connected between the second main truss hack lever, and second of truss rod is connected with diagonal web member or second of truss rod is connected with perpendicular abdomen
Bar and diagonal web member.
According to an aspect of an embodiment of the present invention, the second bearing structure further includes the second secondary beam, and the second secondary beam is connected to
Between second main truss hack lever and second of truss rod, the second secondary beam is connected with diagonal web member or the second secondary beam is connected with perpendicular web member
And diagonal web member.
According to an aspect of an embodiment of the present invention, support column arrangement is concrete filled steel tube, steel-tube construction or reinforcing bar
Concrete structure.
On the other hand, the embodiment of the present invention proposes a kind of electronics clean room, including workshop floor structure as the aforementioned.
The auxiliary support structure of workshop floor structure provided in an embodiment of the present invention and the first bearing structure and the second carrying
Structure collectively forms girder system structure, and the rigidity of structure can satisfy the requirement of floor micro-vibration control standard, and can be by existing
The mode of field assembling forms, and compared to the floor using reinforced concrete structure, the engineering construction period is shortened, to construction week
Popularization of the phase than high-tech electronic workshop project more sensitive, that investment is big can effectively act as power-assisted effect.
Detailed description of the invention
In order to illustrate the technical solution of the embodiments of the present invention more clearly, will make below to required in the embodiment of the present invention
Attached drawing is briefly described, it should be apparent that, drawings described below is only some embodiments of the present invention, for
For those of ordinary skill in the art, without creative efforts, it can also be obtained according to these attached drawings other
Attached drawing.
Fig. 1 is the overlooking structure diagram of the first bearing structure of the workshop floor structure of the embodiment of the present invention；
Fig. 2 is the overlooking structure diagram of the second bearing structure of the workshop floor structure of the embodiment of the present invention；
Fig. 3 is the X along Fig. 1 of the workshop floor structure of the embodiment of the present invention to the schematic view of the front view of vertical profile；
Fig. 4 is the schematic view of the front view of Y-direction vertical profile along Fig. 1 of the workshop floor structure of the embodiment of the present invention；
Fig. 5 is the 1-1 along Fig. 1 of the workshop floor structure of the embodiment of the present invention to the schematic view of the front view of vertical profile；
Fig. 6 a to Fig. 6 c is the cross-sectional structure schematic diagram of the support column arrangement of the workshop floor structure of the embodiment of the present invention；
Fig. 7 is the schematic view of the front view of the electronics clean room of the embodiment of the present invention.
In attached drawing:
The first bearing structure of 1-, the second bearing structure of 2-；3- auxiliary support structure；4- support column arrangement；
11- the first main truss hack lever；12- first time truss rod；The first secondary beam of 13-；
21- the second main truss hack lever, second of truss rod of 22-, the second secondary beam of 23-；
31- erects web member, 32- diagonal web member.
Specific embodiment
Embodiments of the present invention are described in further detail with reference to the accompanying drawings and examples.Following embodiment it is detailed
Thin description and attached drawing cannot be used to limit the scope of the invention for illustratively illustrating the principle of the present invention, i.e., of the invention
It is not limited to described embodiment.
In the description of the present invention, it should be noted that unless otherwise indicated, term " first " and " second " etc. are only used for
Purpose is described, relative importance is not understood to indicate or imply；The meaning of " plurality " is two or more；Term
The orientation or positional relationship of the instructions such as "inner", "outside", " top ", " bottom " is to be based on the orientation or positional relationship shown in the drawings,
Be merely for convenience of description of the present invention and simplification of the description, rather than the device or element of indication or suggestion meaning must have it is specific
Orientation, be constructed and operated in a specific orientation, therefore be not considered as limiting the invention.
Referring to Figure 1 and Fig. 2, the workshop floor structure of the embodiment of the present invention, including branch at least arranged in the first direction
Hinge structure 4；And the first bearing structure 1 and the second bearing structure 2 stacked on top of one another for being set to support column arrangement 4；Also, the
Auxiliary support structure 3, auxiliary support structure 3 and the first bearing structure are provided between one bearing structure 1 and the second bearing structure 2
1 and second bearing structure 2 collectively form girder system structure.First bearing structure 1 and the second bearing structure 2 of the present embodiment are logical
Cross support column arrangement 4 and setting stacked on top of one another, the first bearing structure 1 and the second bearing structure 2 be set to it is between the two auxiliary
Support construction 3 is helped to collectively form girder system structure, to floor where constituting, floor and the above floor, the purlin where carrying
The layer of the rise of shelf architecture floor as where is high, and the overall stiffness of girder system structure is big, and stress transmitting is reasonable, for institute
Meet micro-vibration control standard in floor and the above floor and provides reliable rigidity, floor and the above floor where enabling to
Horizontal direction and vertical vibration meet the requirement of micro-vibration control standard, also, the girder system structure can be by existing
The mode of field assembling forms, and compared to the floor using reinforced concrete structure, can reduce because used in pouring molding technique
Working hour, engineering construction period are shortened, and are conducive to the construction period than high-tech electronic workshop item more sensitive, that investment is big
Purpose is promoted.
It is appreciated that support column arrangement 4 is chosen as vertically arranged, in the horizontal plane, support column arrangement 4 is arranged in one direction
It arranges, then the quantity at least two of support column arrangement 4；Support column arrangement 4 arranges in both directions, then the number of support column arrangement 4
Amount is at least three.Optionally, support column arrangement 4 arranges in both directions, and the quantity of support column arrangement 4 is four or more, branch
Hinge structure 4 along X to and Y-direction arrangement, close to distribution four support column arrangements 4 constitute a support unit, to girder system
Structure is supported, and then is carried to floor and the above floor where girder system structure.
In conjunction with Fig. 3 and Fig. 4, as an alternative embodiment, auxiliary support structure 3 includes erecting web member 31 and diagonal web member 32,
Perpendicular web member 31 and diagonal web member 32 are that one end is connected to the first bearing structure 1, the other end is connected to the second bearing structure 2, and tiltedly
At least one end of web member 32 is connected to perpendicular web member 31 simultaneously.
The perpendicular web member 31 and diagonal web member 32 of the auxiliary support structure 3 of the present embodiment are all set in the first bearing structure 1 and
Between two bearing structures 2, the first bearing structure 1 and the second bearing structure 2 are connected to become an architecture, i.e. girder system
Structure, perpendicular web member 31 are vertically connected between the first bearing structure 1 and the second bearing structure 2, and diagonal web member 32 is relative to perpendicular web member
31 inclinations are connected between the first bearing structure 1 and the second bearing structure 2, and one end of diagonal web member 32 connects with perpendicular web member 31 simultaneously
It connects or the both ends of diagonal web member 32 connect while with perpendicular web member 31, erect the setting as this of web member 31 and diagonal web member 32, strengthen the
The connection of one bearing structure 1 and the second bearing structure 2 has relatively reliable rigidity so that the globality of structure is stronger, meets
The requirement of micro-vibration control standard.
As an alternative embodiment, the first bearing structure 1 includes the first main truss hack lever 11, the connection of the first main truss hack lever 11
Between support column arrangement 4, the first main truss hack lever 11 is connected with perpendicular web member 31 and diagonal web member 32.
The both ends of the first main truss hack lever 11 of the present embodiment are connected to different support column arrangements 4, are girder system
The structural member of structure being connected directly with support column arrangement 4, plays load-bearing beam action；It is distributed on first main truss hack lever 11 perpendicular
First main truss hack lever 11 and the second bearing structure 2 are connected to become an architecture by web member 31 and diagonal web member 32.
It is appreciated that according to the orientation of support column arrangement 4, the first main truss hack lever 11 can also accordingly along X to and Y-direction
It is connected between support column arrangement 4, to form the load-bearing frame for having the first main truss hack lever 11 of rectangular or square grid cell
Frame.
As an alternative embodiment, the first bearing structure 1 further includes first time truss rod 12, and first time truss rod 12 connects
It is connected between the first main truss hack lever 11, first time truss rod 12 is connected with diagonal web member 32 or first time truss rod 12 is connected with
Perpendicular web member 31 and diagonal web member 32.
The both ends of the first time truss rod 12 of the present embodiment are connected to the first different main truss hack levers 11, first time purlin
Perpendicular web member 31 and diagonal web member 32 are distributed on hack lever 12, or diagonal web member 32 is only distributed with, by first time truss rod 12 and second
Bearing structure 2 is connected to become an architecture.
As an alternative embodiment, the first bearing structure 1 further includes the first secondary beam 13, and the first secondary beam 13 is connected to first
Between main truss hack lever 11 and first time truss rod 12, the first secondary beam 13 is connected with diagonal web member 32 or the first secondary beam 13 is connected with
Perpendicular web member 31 and diagonal web member 32.
The both ends of first secondary beam 13 of the present embodiment are connected to the first main truss hack lever 11 and first time truss rod 12, the
Perpendicular web member 31 and diagonal web member 32 are distributed on one secondary beam 13, or diagonal web member 32 is only distributed with, the first secondary beam 13 is held with second
It carries structure 2 and is connected to become an architecture.
First secondary beam 13, first time truss rod 12 of the present embodiment connect formation the first carrying knot with the first main truss hack lever 11
Structure 1, when the first bearing structure 1 is located at the second 2 lower section of bearing structure, the first bearing structure 1 is used as this girder system structure institute
In the bearing structure of floor, i.e. the lower edge of girder system structure is laid with institute in the lower edge of girder system structure as bearing structure
In the laminate etc. of floor, and then can erecting process equipment etc..
As an alternative embodiment, the second bearing structure 2 includes the second main truss hack lever 21, the connection of the second main truss hack lever 21
Between support column arrangement 4, the second main truss hack lever 21 is connected with perpendicular web member 31 and diagonal web member 32.
The both ends of the second main truss hack lever 21 of the present embodiment are connected to different support column arrangements 4, are similarly truss
The structural member of architecture being connected directly with support column arrangement 4, plays load-bearing beam action；It is distributed on second main truss hack lever 21
There are perpendicular web member 31 and diagonal web member 32, the second main truss hack lever 21 and the first bearing structure 1 are connected to become an architecture.
It is appreciated that according to the orientation of support column arrangement 4, the second main truss hack lever 21 can also accordingly along X to and Y-direction
It is connected between support column arrangement 4, to form 21 supporting frame of the second main truss hack lever for having rectangular or square grid cell.
As an alternative embodiment, the second bearing structure 2 further includes second of truss rod 22, and second of truss rod 22 connects
It is connected between the second main truss hack lever 21, second of truss rod 22 is connected with diagonal web member 32 or second of truss rod 22 is connected with
Perpendicular web member 31 and diagonal web member 32.
The both ends of second of truss rod 22 of the present embodiment are connected to the second different main truss hack levers 21, second of purlin
Perpendicular web member 31 and diagonal web member 32 are distributed on hack lever 22, or diagonal web member 32 is only distributed with, by second of truss rod 22 and first
Bearing structure 1 is connected to become an architecture.
As an alternative embodiment, the second bearing structure 2 further includes the second secondary beam 23, and the second secondary beam 23 is connected to second
Between main truss hack lever 21 and second of truss rod 22, the second secondary beam 23 is connected with diagonal web member 32 or the second secondary beam 23 is connected with
Perpendicular web member 31 and diagonal web member 32.
The both ends of second secondary beam 23 of the present embodiment are connected to the second main truss hack lever 21 and second of truss rod 22, the
Perpendicular web member 31 and diagonal web member 32 are distributed on two secondary beams 23, or diagonal web member 32 is only distributed with, the second secondary beam 23 is held with first
It carries structure 1 and is connected to become an architecture.
Second secondary beam 23, second of truss rod 22 of the present embodiment connect formation the second carrying knot with the second main truss hack lever 21
Structure 2, when the first bearing structure 1 is located at the second 2 lower section of bearing structure, the second bearing structure 2 is used as this girder system structure institute
In the bearing structure of the above floor of floor, i.e. girder system structure is winded up as bearing structure, in girder system structure
It winds up and is laid with the laminate etc. of the above floor of place floor, and then erecting process equipment etc.；Certainly, when this girder system structure institute
When floor is top layer, the second bearing structure 2 can be directly as the layer top of place floor.
When a upper floor for floor produces layer as technique where girder system structure, the laminate of the floor is chosen as band
Hole plate, convenient for meeting technique production district purity requirements air vertical laminar flow from top to down.
Optionally, right by auxiliary support structure 3 between the first bearing structure 1 and the counterpart member of the second bearing structure 2
It should connect, the diagonal web member 32 for being then only connected to the first main truss hack lever 11 is also connected to the second main truss hack lever 21, is connected to first time purlin
The diagonal web member 32 of hack lever 12 is also connected to second of truss rod 22, and the diagonal web member 32 for being connected to the first secondary beam 13 is also connected to second
Secondary beam 23 changes the perpendicular web member 31 of work also in this way.
The setting of the perpendicular web member 31 and diagonal web member 32 of the present embodiment, strengthens the first bearing structure 1 and the second bearing structure 2
Connection so that the globality of structure is stronger, girder system structure has relatively reliable rigidity, thus, the master of bearing structure
The beam of small cross section appropriate can be selected in truss rod, jack truss bar, secondary beam, can save construction cost.
H profile steel can be used in the present embodiment main truss hack lever, jack truss bar, secondary beam, perpendicular web member 31 and diagonal web member 32, mutually it
Between girder system structure can be formed by field-installed mode, and shortened using welding procedure as connection means
The engineering construction period.
It should be noted that auxiliary support structure 3 and the first bearing structure 1 and the second bearing structure 2 collectively form truss
Architecture is set up on the whole, is conceived to local time and is also set up, and incorporated by reference to Fig. 5, the first secondary beam 13 passes through with the second secondary beam 23
Perpendicular web member 31 and diagonal web member 32 connect, and constitute local jack truss architecture, floor and the above floor where carrying, whether
Whole or part, is girder system structure, has reliable rigidity, the level of floor and the above floor where enabling to
Direction and vertical vibration meet the requirement of micro-vibration control standard.
As an alternative embodiment, in conjunction with Fig. 6 a to Fig. 6 c, support column arrangement 4 be concrete filled steel tube (Fig. 6 b),
Steel-tube construction (Fig. 6 c) or steel reinforced concrete structure (Fig. 6 a).
Concrete filled steel tube can be used in the support column arrangement 4 of the present embodiment, convenient for the framework of girder system structure, construction
Fastly, the engineering construction period is short；Steel-tube construction can also be used in support column arrangement 4；Steel reinforced concrete knot also can be used in support column arrangement 4
Structure, so as to construct the floor of reinforced concrete structure below and above in girder system structure.
Hereinafter, providing a kind of electronics clean room based on the above embodiment, the girder system structure of workshop floor structure
Place floor is as interlayer, and a upper floor for floor produces layer, in other words, truss as technique where girder system structure
Bearing structure of the lower edge of architecture as interlayer, the carrying knot of girder system structure to wind up as technique production layer
Structure, floor and process equipment, which are set up, improves one process layer of rear formation.
Referring to Figure 7 together, below using floor where having two process layers, workshop floor structure as electronics clean room
L30 layer for electronics clean room is illustrated.
The process layer that girder system structure based on workshop floor structure is formed, second work as electronics clean room
Skill layer, i.e. the L30 layer of electronics clean room, L40 layers, the rise of the girder system structure are that L30 layers to L40 layers of layer is high,
Micro-vibration control standard can be met for this process layer, reliable rigidity, L40 layers of horizontal direction and vertical vibration energy are provided
Enough meet the requirement of micro-vibration control standard；At this point, steel-tube construction can be used in L40 layers of support column arrangement 4, support electronics is clean
The roof of workshop；L10 layers, L20 layers of support column arrangement 4 steel reinforced concrete structure can be used, L20 layers are reinforced concrete structure
Floor.
The electronics clean room of the present embodiment, has reliable rigidity, can satisfy micro-vibration control standard, and compared to
All using the workshop of reinforced concrete structure, the engineering construction period is shortened, be conducive to the construction period than it is more sensitive,
Invest the popularization of big high-tech electronic workshop project.
It should be understood by those skilled in the art that, the above description is merely a specific embodiment, but of the invention
Protection scope is not limited thereto.Obviously, those skilled in the art the application can be carried out various modification and variations without
It is detached from spirit and scope.If in this way, these modifications and variations of the application belong to the claim of this application and its
Within the scope of equivalent technologies, then the application is also intended to include these modifications and variations.
Claims (10)
1. a kind of workshop floor structure characterized by comprising
Support column arrangement at least arranged in the first direction；And
The first bearing structure and the second bearing structure stacked on top of one another for being set to the support column arrangement；
Also, auxiliary support structure is provided between first bearing structure and second bearing structure, the auxiliary branch
Support structure and first bearing structure and second bearing structure collectively form girder system structure.
2. workshop floor structure according to claim 1, which is characterized in that the auxiliary support structure include perpendicular web member and
Diagonal web member, the perpendicular web member and the diagonal web member be one end be connected to first bearing structure, the other end be connected to it is described
Second bearing structure, and at least one end of the diagonal web member is connected to the perpendicular web member simultaneously.
3. workshop floor structure according to claim 2, which is characterized in that first bearing structure includes the first main truss
Hack lever, the first main truss hack lever are connected between the support column arrangement, and the first main truss hack lever is connected with the perpendicular abdomen
Bar and the diagonal web member.
4. workshop floor structure according to claim 3, which is characterized in that first bearing structure further includes for the first time
Truss rod, the first time truss rod are connected between the first main truss hack lever, and the first time truss rod is connected with described
Diagonal web member or the first time truss rod are connected with the perpendicular web member and the diagonal web member.
5. workshop floor structure according to claim 4, which is characterized in that first bearing structure further includes for the first time
Beam, first secondary beam are connected between the first main truss hack lever and the first time truss rod, the first secondary beam connection
There are the diagonal web member or first secondary beam to be connected with the perpendicular web member and the diagonal web member.
6. workshop floor structure according to claim 2, which is characterized in that second bearing structure includes the second main truss
Hack lever, the second main truss hack lever are connected between the support column arrangement, and the second main truss hack lever is connected with the perpendicular abdomen
Bar and the diagonal web member.
7. workshop floor structure according to claim 6, which is characterized in that second bearing structure further includes second
Truss rod, second of truss rod are connected between the second main truss hack lever, and second of truss rod is connected with described
Diagonal web member or second of truss rod are connected with the perpendicular web member and the diagonal web member.
8. workshop floor structure according to claim 7, which is characterized in that second bearing structure further includes second
Beam, second secondary beam are connected between the second main truss hack lever and second of truss rod, the second secondary beam connection
There are the diagonal web member or second secondary beam to be connected with the perpendicular web member and the diagonal web member.
9. workshop floor structure according to any one of claims 1 to 8, which is characterized in that the support column arrangement is steel
Pipe concrete structure, steel-tube construction or steel reinforced concrete structure.
10. a kind of electronics clean room, which is characterized in that including workshop floor knot as described in any one of claim 1 to 9
Structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910744551.1A CN110512786A (en) | 2019-08-13 | 2019-08-13 | Workshop floor structure and electronics clean room |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910744551.1A CN110512786A (en) | 2019-08-13 | 2019-08-13 | Workshop floor structure and electronics clean room |
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| Publication Number | Publication Date |
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| CN110512786A true CN110512786A (en) | 2019-11-29 |
Family
ID=68624878
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910744551.1A Pending CN110512786A (en) | 2019-08-13 | 2019-08-13 | Workshop floor structure and electronics clean room |
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| CN (1) | CN110512786A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110821223A (en) * | 2019-12-06 | 2020-02-21 | 信息产业电子第十一设计研究院科技工程股份有限公司 | Method for solving micro-vibration by adopting micro-vibration support in clean workshop |
| CN113684859A (en) * | 2021-08-13 | 2021-11-23 | 中国建筑第二工程局有限公司 | Construction method for foundation construction of anti-micro-vibration structure close to existing subway in photoelectric experimental park |
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| CN110056218A (en) * | 2019-05-16 | 2019-07-26 | 中冶东方工程技术有限公司 | A kind of single-storey factory building pumping column steel-frame structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| US20070283659A1 (en) * | 2006-03-28 | 2007-12-13 | Tony Leroy Whyte | Modular truss system |
| CN101581123A (en) * | 2009-05-21 | 2009-11-18 | 深圳奥意建筑工程设计有限公司 | Steel roof system |
| CN107558605A (en) * | 2017-10-24 | 2018-01-09 | 上海欧本钢结构有限公司 | A kind of full truss-like building system |
| CN108049666A (en) * | 2017-12-15 | 2018-05-18 | 陕西建工机械施工集团有限公司 | A kind of echelon installation method of super plane multilayer steel truss electronic workshop steel construction |
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| CN113684859A (en) * | 2021-08-13 | 2021-11-23 | 中国建筑第二工程局有限公司 | Construction method for foundation construction of anti-micro-vibration structure close to existing subway in photoelectric experimental park |
| CN113684859B (en) * | 2021-08-13 | 2023-10-03 | 中国建筑第二工程局有限公司 | Construction method for foundation construction of micro-vibration prevention structure of existing subway near photoelectric experiment park |
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Application publication date: 20191129 |