CN206110166U - High rigidity equipment foundations platform structure of board -like dark support - Google Patents
High rigidity equipment foundations platform structure of board -like dark support Download PDFInfo
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- CN206110166U CN206110166U CN201620896257.4U CN201620896257U CN206110166U CN 206110166 U CN206110166 U CN 206110166U CN 201620896257 U CN201620896257 U CN 201620896257U CN 206110166 U CN206110166 U CN 206110166U
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Abstract
The utility model discloses a high rigidity equipment foundations platform structure of board -like dark support, a high rigidity equipment foundations platform structure of board -like dark support, include: platform architectural surface, mat foundation platform, the steel sheet outer covering shell body and damping equipment support connecting piece, the platform architectural surface is connected to the higher authority of mat foundation platform, and the mat foundation platform comprises structural reinforcement and concrete, and the structural reinforcement combines to the concrete in, and the steel sheet outer covering shell body surrounds in the side and the bottom surface of mat foundation platform, and the position be connected with damping equipment under the steel sheet outer covering shell of mat foundation platform bottom personally experiences sth. Part of the body is pre -buried to have a damping equipment support connecting piece, the utility model discloses the research and development of optics such as electronics industry, space physics, aerospace and precision instruments and equipment be can effectively improve and high rigidity of work platform and mechanics transmission optimization problem in little vibration control engineering are made.
Description
Technical field
This utility model belongs to micro-vibration control field, more particularly to a kind of board-like concealed bracings high rigidity device foundation platform
Structure.
Background technology
At present, it is directed to the following several method that microvibration-preventing basic platform great majority are adopted：(1) using regular reinforcement coagulation
Earth foundation platform；(2) using prestressed reinforced concrete basic platform；(3) using steel reinforced concrete basic platform.
These designs are in implementation process for processing cycle length, complexity, construction costs, vibration damping effect
All there is following defect in fruit：
(1) ordinary reinforced concrete basic platform.Internal arrangement of reinforcement is constructional reinforcement, is used usually as cracking resistance arrangement of reinforcement, right
In volume it is big, from great, work load big basic platform when, the intensity of the body of stage body cannot meet the requirement of bearing capacity.
(2) prestressed reinforced concrete basic platform.Difficulty of construction is big, the process-cycle is long, is not easy to increase economic efficiency.
(3) steel reinforced concrete basic platform.Difficulty of construction is big, and the process-cycle is long, and stage body construction costs itself is high, while platform
In vivo the substantial amounts of shaped steel in portion becomes independent construction unit with concrete, and homogeneity is adversely affected.
Utility model content
For the deficiencies in the prior art, the purpose of this utility model aims to electronics industry, space physics, Aero-Space
Deng optics and precision instrument and the work platformses high rigidity in equipment research and development manufacture micro-vibration control engineering and mechanics transmission optimization
A kind of problem, there is provided board-like concealed bracings high rigidity device foundation platform structure.
For achieving the above object, this utility model is adopted the following technical scheme that：
A kind of board-like concealed bracings high rigidity device foundation platform structure, including：Platform architectural surface, mat foundation platform,
Steel plate outsourcing housing and dampening apparatus support connector, platform architectural surface to be connected to above mat foundation platform, board-like base
Plinth platform is by structural reinforcement with coagulation local soil type into structural reinforcement is bound in concrete, and steel plate outsourcing housing is enclosed in board-like base
The side and bottom surface of plinth platform, the position being connected with dampening apparatus under the steel plate outsourcing housing of mat foundation mesa base is embedded with
Dampening apparatus support connector.
According to a kind of above-mentioned board-like concealed bracings high rigidity device foundation platform structure, further, platform architectural surface is
Steel plate surface layer, stone material surface layer, cleaning PVC surface layers or concrete topping.
According to a kind of above-mentioned board-like concealed bracings high rigidity device foundation platform structure, further, structural reinforcement includes：Secretly
Beam main tendon, dark beam stirrup and distributing bar net, dark beam main tendon is combined together with dark beam stirrup and distributing bar net.
According to a kind of above-mentioned board-like concealed bracings high rigidity device foundation platform structure, further, structural reinforcement also includes
Dark beam arrangement of reinforcement, dark beam arrangement of reinforcement is the usual stress cage bar of local cypher and passes through stirrup colligation.
According to a kind of above-mentioned board-like concealed bracings high rigidity device foundation platform structure, further, the reinforcing bar of dark beam main tendon
A diameter of 16mm, 18mm, 20mm or the 22mm in section.
According to a kind of above-mentioned board-like concealed bracings high rigidity device foundation platform structure, further, the steel of distributing bar net
A diameter of 12mm, 14mm or the 16mm in muscle section and bar spacing 100mm-200mm of distributing bar net.
According to a kind of above-mentioned board-like concealed bracings high rigidity device foundation platform structure, further, steel plate outsourcing housing
Thickness is 6mm, 8mm or 10mm.
According to a kind of above-mentioned board-like concealed bracings high rigidity device foundation platform structure, further, dampening apparatus are supported and connected
Fitting is steel plate connector, and the thickness of steel plate connector is 30mm.
Beneficial effect
A kind of board-like concealed bracings high rigidity device foundation platform structure beneficial effect that this utility model is provided：
(1) the dark beam of structure that dark beam main tendon is formed is solved because vibration damping sets equivalent to basic platform internal support structure
For the stress concentration for supporting and producing, the inadequate problem of basic platform local bearing capacity, while also improving the firm of basic platform
Degree and globality.
(2) distributing bar net can not only improve the rigidity and globality of basic platform, and by changing distributing bar net
Reinforcing steel area and the adjustable basic platform of bar spacing quality, rigidity, with very high motility.
(3) this structure reinforcing bars connection is connected using colligation, and the processing and manufacturing of whole basic platform is simple, greatly
The processing and manufacturing cycle is shortened greatly, construction costs is saved, and improves economic benefit.
(4) this structure can be met different vibration dampings and be set by the bar gauge inside basic platform, the adjustment of reinforcing bar distribution
Standby, the requirement of different damping technology conditions, motility is high.
(5) this inside configuration arrangement of reinforcement is uniformly distributed, and improves the homogeneity of basic platform, optimizes the mechanics of basic platform
Transmission damping property.
Described above is only the general introduction of technical solutions of the utility model, in order to better understand skill of the present utility model
Art means, and being practiced according to the content of description, and in order to allow above-mentioned technical proposal of the present utility model and other
Feature and advantage can become apparent, and below especially exemplified by preferred embodiment, and coordinate accompanying drawing, describe in detail as follows.
Description of the drawings
Fig. 1 is the knot of a kind of board-like concealed bracings high rigidity device foundation platform structure disclosed in this utility model embodiment
Structure schematic diagram；
Specific embodiment
Below, with reference to accompanying drawing and specific embodiment, this utility model is described further：
Fig. 1 is the knot of a kind of board-like concealed bracings high rigidity device foundation platform structure disclosed in this utility model embodiment
Structure schematic diagram；As shown in figure 1, this utility model provides a kind of board-like concealed bracings high rigidity device foundation platform structure, including：
Platform architectural surface 01, mat foundation platform, steel plate outsourcing housing 06 and dampening apparatus support connector 07, platform architectural surface
01 is connected to above mat foundation platform, and mat foundation platform 01 is made up of structural reinforcement and concrete 05, structural reinforcement knot
It is bonded in concrete 05, steel plate outsourcing housing 06 is enclosed in the side and bottom surface of mat foundation platform, mat foundation mesa base
The position that is connected with dampening apparatus 08 for 06 time of steel plate outsourcing housing be embedded with dampening apparatus and support connector 07.
Board-like concealed bracings high rigidity device foundation platform structure disclosed in this utility model is based on reinforced concrete girder slab structure
Part structure, is furnished with the support system that the dark beam of rebar design constitutes basic platform, while inside concrete in inside concrete
Layering is furnished with horizontal and vertical reinforcement net, i.e. distributing bar net, the rigidity and globality of mat foundation platform is enhanced, so as to reach
To good effectiveness in vibration suppression.
According to a kind of above-mentioned board-like concealed bracings high rigidity device foundation platform structure, further, platform architectural surface 01
For steel plate surface layer, stone material surface layer, cleaning PVC surface layers or concrete topping, for example, steel plate surface layer can be by pre- in top of concrete
Bolt or other connectors are buried, by effectively being connected with steel plate bolt connection or welding, and stone material surface layer can be adopted
Glue and concrete connect.
According to a kind of above-mentioned board-like concealed bracings high rigidity device foundation platform structure, further, structural reinforcement includes：Secretly
Beam main tendon 02, dark beam stirrup 03 and distributing bar net 04, dark beam main tendon 02 is combined with dark beam stirrup 03 and distributing bar net 04
Together, dark beam main tendon 02 and dark beam arrangement of reinforcement constitute dark beam can based on platform framework support system, distributing bar net 04 is horizontal stroke
To with vertical reinforcement net, enhance concrete globality, dark beam main tendon 02 and distributing bar net 04 are connected by colligation.
Further, structural reinforcement also includes dark beam arrangement of reinforcement (not shown), and dark beam arrangement of reinforcement is according under basic platform
The deployment scenarios of portion's dampening apparatus, stress support zone is furnished with the usual stress cage bar of local cypher inside basic platform, and matches somebody with somebody
There is common stirrup, vertical and horizontal connect and compose support system inside basic platform.Dark beam main tendon steel area, dark deck-siding
Degree, highly can be calculated according to supporting surface size and stress size experience and determine.The steel area of generally dark beam main tendon 02 it is a diameter of
16mm, 18mm, 20mm or 22mm, dark beam width 250mm-400mm, height is usually concrete platform thickness.Distributing bar net
Reinforcing steel area and bar spacing can be according to basic platform volume size, prescription, rigidity requirement determination, distributing bar nets 04
Steel area a diameter of 12mm, 14mm or 16mm and bar spacing 100mm-200mm of distributing bar net.
The support system of dark beam stirrup 03 and the formation base platform of dark beam main tendon 02, generally from a diameter of 8mm reinforcing bars.
Concrete 05 generally adopts C30 concrete, and the slag of certain proportioning can be added in concrete 05 to adjust concrete
Proportion, meet the basic platform of different quality requirement, concrete must primary concreting molding.
It is stitched together using steel plate welding in the side and bottom surface of basic platform, can when installation reinforcing bar and casting concrete
As template, can be used as steel plate outsourcing housing 06 after the completion of pouring.Steel plate thickness can basis basic platform volume size and steel
Panel stiffness requires determination, can generally use 6mm, 8mm, 10mm.
Steel plate is installed in the position being connected with dampening apparatus in mat foundation mesa base, and steel plate connector can pass through pre-buried spiral shell
Bolt and mat foundation platform concrete connect.Steel plate thickness is generally 30mm, and size can be according to connecting at the top of dampening apparatus
Narrow bars part determines.
For a person skilled in the art, technical scheme that can be as described above and design, make other each
Plant corresponding change and deform, and all these changes and deforms the guarantor that should all belong to this utility model claim
Within the scope of shield.
Claims (6)
1. a kind of board-like concealed bracings high rigidity device foundation platform structure, it is characterised in that：The structure includes：Platform decorative cover
Layer, mat foundation platform, steel plate outsourcing housing and dampening apparatus support connector, the platform architectural surface to be connected to the plate
Above formula basic platform, the mat foundation platform is by structural reinforcement with coagulation local soil type into the structural reinforcement is bound to institute
State in concrete, the steel plate outsourcing housing is enclosed in the side and bottom surface of the mat foundation platform, the mat foundation is put down
The position being connected with dampening apparatus under the steel plate outsourcing housing of platform bottom is provided with dampening apparatus and supports connector.
2. a kind of board-like concealed bracings high rigidity device foundation platform structure as claimed in claim 1, it is characterised in that described flat
Platform architectural surface is steel plate surface layer, stone material surface layer, cleaning PVC surface layers or concrete topping.
3. a kind of board-like concealed bracings high rigidity device foundation platform structure as claimed in claim 1, it is characterised in that：The knot
Structure arrangement of reinforcement includes：Dark beam main tendon, dark beam stirrup and distributing bar net, the dark beam main tendon is tied up with dark beam stirrup and distributing bar net
Bind together.
4. a kind of board-like concealed bracings high rigidity device foundation platform structure as claimed in claim 3, it is characterised in that：The knot
Structure arrangement of reinforcement also includes dark beam arrangement of reinforcement, and the dark beam arrangement of reinforcement is the usual stress cage bar of local cypher and passes through stirrup colligation.
5. a kind of board-like concealed bracings high rigidity device foundation platform structure as claimed in claim 3, it is characterised in that：It is described dark
A diameter of 16mm, 18mm, 20mm or 22mm of the steel area of beam main tendon.
6. a kind of board-like concealed bracings high rigidity device foundation platform structure as claimed in claim 3, it is characterised in that：The structure
Make a diameter of 12mm, 14mm or 16mm of the steel area of bar-mat reinforcement and bar spacing 100mm- of the distributing bar net
200mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620896257.4U CN206110166U (en) | 2016-08-17 | 2016-08-17 | High rigidity equipment foundations platform structure of board -like dark support |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620896257.4U CN206110166U (en) | 2016-08-17 | 2016-08-17 | High rigidity equipment foundations platform structure of board -like dark support |
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| CN206110166U true CN206110166U (en) | 2017-04-19 |
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| CN201620896257.4U Active CN206110166U (en) | 2016-08-17 | 2016-08-17 | High rigidity equipment foundations platform structure of board -like dark support |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740339A (en) * | 2017-10-23 | 2018-02-27 | 浙江交通职业技术学院 | It is a kind of to be used to run the reinforced bridgehead structures of rigidity and construction method that highway administers bumping at bridge-head |
| CN113389217A (en) * | 2021-02-10 | 2021-09-14 | 国机集团科学技术研究院有限公司 | Method for designing micro-vibration-proof base of precision exposure and coating equipment |
-
2016
- 2016-08-17 CN CN201620896257.4U patent/CN206110166U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740339A (en) * | 2017-10-23 | 2018-02-27 | 浙江交通职业技术学院 | It is a kind of to be used to run the reinforced bridgehead structures of rigidity and construction method that highway administers bumping at bridge-head |
| CN107740339B (en) * | 2017-10-23 | 2023-10-20 | 浙江交通职业技术学院 | Rigidity-enhanced bridge head structure for managing bridge head jumping of operation road and construction method |
| CN113389217A (en) * | 2021-02-10 | 2021-09-14 | 国机集团科学技术研究院有限公司 | Method for designing micro-vibration-proof base of precision exposure and coating equipment |
| CN113389217B (en) * | 2021-02-10 | 2022-09-20 | 国机集团科学技术研究院有限公司 | Method for designing micro-vibration-proof base of precision exposure and coating equipment |
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