CN109113175A - Steel structures coating - Google Patents
Steel structures coating Download PDFInfo
- Publication number
- CN109113175A CN109113175A CN201810998414.6A CN201810998414A CN109113175A CN 109113175 A CN109113175 A CN 109113175A CN 201810998414 A CN201810998414 A CN 201810998414A CN 109113175 A CN109113175 A CN 109113175A
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- CN
- China
- Prior art keywords
- steel structure
- steel
- layer floor
- floor
- layer
- 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.)
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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
- E04B1/18—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
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
Abstract
The invention discloses a kind of steel structures coatings, including first layer floor of steel structure, second layer floor of steel structure and steel structural upright column；Steel structural upright column be include foundation, top pillar, connecting column, the first support column, the second support column and third support column, the first end of foundation is connect by foundation bolt with ground, the second end of foundation and the first end of connecting column are connect with first layer floor of steel structure respectively, and foundation is connected by the first support column with first layer floor of steel structure；The second end of connecting column and the first end of top pillar are connect with second layer floor of steel structure respectively, and connecting column is connected by the second support column with first layer floor of steel structure or second layer floor of steel structure；Top pillar is connected by third support column with second layer floor of steel structure, and the second end of top pillar is equipped with guide member.Existing armored concrete cast-in-site construction method is changed using steel structures coating of the invention completely, standardized production may be implemented, on-site assembly, speed is fast, high-quality, environmental protection and energy saving.
Description
Technical field
The present invention relates to steel structure technology field more particularly to a kind of steel structures coatings.
Background technique
The structure that steel construction is made of steel material is one of main building construction types.Structure is mainly by fashioned iron
With the components composition such as girder steel, steel column, steel truss made of steel plate etc., generallyd use between each component or component weld seam, bolt or
Rivet interlacement.Because its self weight is lighter, and easy construction, it is widely used in the fields such as large-sized workshop, venue, Super High.
Low-carbon energy-saving is the common task and goal of global human.Existing fixed buildings are mostly armored concrete
Structure, cast-in-site, site operation, waste of raw materials is serious, and building waste is more, time-consuming, and speed is slow, and energy consumption is high, quality
It is uncontrollable, it can not achieve standardization, production, do not meet the environmental protection and energy saving policy of country, be a kind of superseded backwardness process.
Given this, it is desirable to provide a kind of new steel structures coating solves the above problems.
Summary of the invention
The embodiment of the invention provides a kind of steel structures coatings, to solve the problems mentioned in the above background technology.
In order to achieve the above objectives, the present invention the following technical schemes are provided:
The present invention provides a kind of steel structures coatings, including first layer floor of steel structure, second layer floor of steel structure and steel
Structural upright；Steel structural upright column be include foundation, top pillar, connecting column, the first support column, the second support column and third support column,
The first end of foundation is connect by foundation bolt with ground, the first end of the second end of foundation and connecting column respectively with first layer steel
Structure floor connection, foundation are connected by the first support column with first layer floor of steel structure；The second end of connecting column and top pillar
First end is connect with second layer floor of steel structure respectively, and connecting column passes through the second support column and first layer floor of steel structure or the
Two layers of floor of steel structure connection；Top pillar is connected by third support column with second layer floor of steel structure, and the second end of top pillar is equipped with
Guide member；The periphery of first layer floor of steel structure and second layer floor of steel structure is equipped with guard member；First layer steel knot
Damping component is additionally provided in structure floor and second layer floor of steel structure.
In some alternative embodiments, the first end of foundation is threadingly connect with foundation bolt；And/or
Person, the second end of foundation and the first end of connecting column pass through high-strength bolt respectively and connect with first layer floor of steel structure；And/
Alternatively, the second end of connecting column and the first end of top pillar pass through high-strength bolt respectively and connect with second layer floor of steel structure.
In some alternative embodiments, the first end of the first support column in the middle part of high-strength bolt and foundation by connecting
It connects, the second end of the first support column is connected by high-strength bolt and first layer floor of steel structure；And/or the second support column
First end connect with the middle part of connecting column by high-strength bolt, the second end of the second support column passes through high-strength bolt and the
One layer of floor of steel structure or the connection of second layer floor of steel structure；And/or the first end of third support column passes through high intensity
Bolt is connected with second layer floor of steel structure, and the second end of third support column is connected by high-strength bolt with the middle part of top pillar.
In some alternative embodiments, guide member includes guide part and holding section, holding section by guide part and
The second end of top pillar connects in a welding manner.
In some alternative embodiments, holding section is hook formation.
In some alternative embodiments, guard member includes the first protective fence and the second protective fence, and first is anti-
The periphery of first layer floor of steel structure is arranged in guard fence, and the periphery of the second protective fence is arranged in the second protective fence.
In some alternative embodiments, damping component includes the first damping washer, the second damping washer, third vibration damping
Washer and the 4th damping washer, the first damping washer are arranged between the second end of foundation and first layer floor of steel structure, and second
Damping washer is arranged between the first end of connecting column and first layer floor of steel structure, and connecting column is arranged in third damping washer
Between second end and second layer floor of steel structure, the first end and second layer floor of steel structure of top pillar is arranged in the 4th damping washer
Between.
In some alternative embodiments, first layer floor of steel structure and second layer floor of steel structure using I-steel or
Person's T-steel or H profile steel preparation.
In some alternative embodiments, the inside of first layer floor of steel structure and second layer floor of steel structure is hollow
Structure, hollow structure is interior to be equipped with sound absorbing layer.
In some alternative embodiments, first layer floor of steel structure and second layer floor of steel structure are engraved structure.
Steel structures coating of the invention changes existing armored concrete cast-in-site construction method completely, may be implemented
Standardized production, quality controllable, on-site assembly, saving of work and time, speed is fast, high-quality, saves raw material, no building waste, ring
Energy conservation is protected, and builds intensity height, Anti-seismic and disaster resistant.Using the anti-of Novel steel structural system and other standardized productions of the invention
Shake energy-saving and purifying building component constructs the antivibration effect that building can be improved together, is more energy-saving and environmentally friendly.As long as being seen when bolt fastening
It examines whether pressure instruction washer sprays silica resin, does not need the instruments of inspection and installation personnel cooperation, save manpower.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of steel structures coating provided in an embodiment of the present invention.
Appended drawing reference:
Wherein, 1, first layer floor of steel structure；2, second layer floor of steel structure；3, foundation；4, top pillar；41, it is oriented to structure
Part；5, connecting column；6, the first support column；7, the second support column；8, third support column；9, guard member.
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 belongs to the range of the invention patent protection.
It should be noted that in the description of the present invention, term " center ", "upper", "lower", "left", "right", "vertical",
The direction of the instructions such as "horizontal", "inner", "outside" or the term of positional relationship are direction based on the figure or positional relationship, this
It is intended merely to facilitate description, rather than indication or suggestion device or element must have a particular orientation, with specific orientation
Construction and operation, therefore be not considered as limiting the invention.In addition, term " first ", " second " are used for description purposes only,
It is not understood to indicate or imply relative importance.
Fig. 1, Fig. 1 are the structural schematic diagram of steel structures coating provided in an embodiment of the present invention by ginseng.As shown in Fig. 1, this hair
It is bright to provide a kind of steel structures coating, including first layer floor of steel structure 1, second layer floor of steel structure 2 and steel structural upright column；Steel
Structural upright be include foundation 3, top pillar 4, connecting column 5, the first support column 6, the second support column 7 and third support column 8, foundation 3
First end connect with ground by foundation bolt, the first end of the second end of foundation 3 and connecting column 5 respectively with first layer steel knot
Structure floor 1 connects, and foundation 3 is connected by the first support column 6 and first layer floor of steel structure 1；The second end and top pillar of connecting column 5
4 first end is connect with second layer floor of steel structure 2 respectively, and connecting column 5 passes through the second support column 7 and first layer floor of steel structure
1 or second layer floor of steel structure 2 connect；Top pillar 4 is connected by third support column 8 and second layer floor of steel structure 2, top pillar 4
Second end be equipped with guide member 41；The periphery of first layer floor of steel structure 1 and second layer floor of steel structure 2 is equipped with protection
Component 9；Damping component is additionally provided in first layer floor of steel structure 1 and second layer floor of steel structure 2.
Existing armored concrete cast-in-site construction method is changed using steel structures coating of the invention completely, it can be with
Realize standardized production, quality controllable, on-site assembly, saving of work and time, speed is fast, and it is high-quality, save raw material, no building rubbish
Rubbish, environmental protection and energy saving, and build intensity height, Anti-seismic and disaster resistant.Using Novel steel structural system and other standard metaplasias of the invention
The earthquake-proof energy-saving purification building component of production constructs the antivibration effect that building can be improved together, is more energy-saving and environmentally friendly.
Preferably, the first end of foundation 3 is threadingly connect with foundation bolt, convenient for the peace installation and dismantling of foundation bolt
It unloads.Certainly, the first end of foundation 3 can also be connected in a manner of engaging with foundation bolt, or other dismountable modes
Connection.
Preferably, the second end of foundation 3 and the first end of connecting column 5 pass through high-strength bolt and first layer steel construction respectively
Floor 1 connects, and improves the bonding strength of foundation 3 and connecting column 5 and first layer floor of steel structure 1, and convenient for foundation 3 and connection
The installation and removal of column 5.Certainly, the second end of foundation 3 and the first end of connecting column 5 can also respectively with first layer steel construction building
Plate 1 is connected in a manner of engaging, or other dismountable modes connect.
Preferably, the second end of connecting column 5 and the first end of top pillar 4 pass through high-strength bolt and second layer steel construction respectively
Floor 2 connects, and improves the bonding strength of connecting column 5 and top pillar 4 and second layer floor of steel structure 2, and convenient for connecting column 5 and top
The installation and removal of column 4.Certainly, the second end of connecting column 5 and the first end of top pillar 4 can also respectively with second layer steel construction building
Plate 2 is connected in a manner of engaging, or other dismountable modes connect.
Preferably, the first end of the first support column 6 is connected by high-strength bolt with the middle part of foundation 3, the first support column 6
Second end connected by high-strength bolt and first layer floor of steel structure 1, to improve the bonding strength of the first support column 6.
Preferably, the first end of the second support column 7 is connected by high-strength bolt with the middle part of connecting column 5, the second support
The second end of column 7 is connected by high-strength bolt and first layer floor of steel structure 1 or second layer floor of steel structure 2, to mention
The high bonding strength of second support column 7.
Preferably, the first end of third support column 8 is connected by high-strength bolt and second layer floor of steel structure 2, third
The second end of support column 8 is connected by high-strength bolt with the middle part of top pillar 4, so that the connection for improving third support column 8 is strong
Degree.
Preferably, guide member 41 includes guide part and holding section, and holding section passes through the second end of guide part and top pillar 4
It connects in a welding manner.
Further, holding section is hook formation, can be engaged with engaged component stronger.
Preferably, guard member 9 includes the first protective fence and the second protective fence, and the first protective fence is arranged first
The periphery of the second protective fence is arranged in the periphery of layer floor of steel structure 1, the second protective fence.
Further, antiskid thread is equipped on the first protective fence and the second protective fence.
Preferably, damping component includes the first damping washer, the second damping washer, third damping washer and the 4th cushion blocking
Circle, the first damping washer are arranged between the second end of foundation 3 and first layer floor of steel structure 1, and the setting of the second damping washer exists
Between the first end and first layer floor of steel structure 1 of connecting column 5, the second end and of connecting column 5 is arranged in third damping washer
Between two layers of floor of steel structure 2, the 4th damping washer is arranged between the first end of top pillar 4 and second layer floor of steel structure 2.
Further, the first damping washer, the second damping washer, third damping washer and the 4th damping washer use rubber
Material preparation.
Preferably, first layer floor of steel structure 1 and second layer floor of steel structure 2 are using I-steel or T-steel or H-type
Steel is standby.
Preferably, the inside of first layer floor of steel structure 1 and second layer floor of steel structure 2 is hollow structure, hollow structure
It is interior to be equipped with sound absorbing layer.
Further, attractable layer is prepared using sound-absorbing material.
Alternatively, the inside of first layer floor of steel structure 1 and second layer floor of steel structure 2 is hollow structure, in hollow structure
Equipped with coolant liquid.
Preferably, first layer floor of steel structure 1 and second layer floor of steel structure 2 are engraved structure, reduce steel structures coating
Weight.
Preferably, the outside of first layer floor of steel structure 1, second layer floor of steel structure 2 and steel structural upright column is equipped with fire prevention
Layer.
Further, fireprotection layer is prepared using fire proofing material.
Further, fireprotection layer with a thickness of 2mm.
Obviously, various changes and modifications can be made to the invention without departing from essence of the invention by those skilled in the art
Mind and range.In this way, if these modifications and changes of the present invention belongs to the range of the claims in the present invention and its equivalent technologies
Within, then the present invention is also intended to include these modifications and variations.
Claims (10)
1. a kind of steel structures coating, which is characterized in that including first layer floor of steel structure, second layer floor of steel structure and steel construction
Column；
The steel structural upright column be include foundation, top pillar, connecting column, the first support column, the second support column and third support column, institute
The first end for stating foundation is connect by foundation bolt with ground, the first end difference of the second end of the foundation and the connecting column
It is connect with the first layer floor of steel structure, the foundation is connected by first support column and the first layer floor of steel structure
It connects；The second end of the connecting column and the first end of the top pillar are connect with the second layer floor of steel structure respectively, the company
It connects column and is connected by second support column with the first layer floor of steel structure or the second layer floor of steel structure；It is described
Top pillar is connected by the third support column with the second layer floor of steel structure, and the second end of the top pillar is equipped with guiding structure
Part；
The periphery of the first layer floor of steel structure and the second layer floor of steel structure is equipped with guard member；
Damping component is additionally provided in the first layer floor of steel structure and the second layer floor of steel structure.
2. steel structures coating according to claim 1, which is characterized in that the first end and foundation bolt of the foundation are with spiral shell
The mode of line connects；And/or the second end of the foundation and the first end of the connecting column pass through high-strength bolt respectively
It is connect with the first layer floor of steel structure；And/or the second end of the connecting column and the first end of top pillar difference
It is connect by high-strength bolt with the second layer floor of steel structure.
3. steel structures coating according to claim 1, which is characterized in that the first end of first support column passes through high-strength
Degree bolt is connected with the middle part of the foundation, and the second end of first support column passes through high-strength bolt and the first layer steel
Structure floor connects；And/or the first end of second support column in the middle part of high-strength bolt and the connecting column by connecting
It connects, the second end of second support column passes through high-strength bolt and the first layer floor of steel structure or the second layer steel
Structure floor connection；And/or the first end of the third support column passes through high-strength bolt and the second layer steel construction
The second end of floor connection, the third support column is connected by high-strength bolt with the middle part of the top pillar.
4. steel structures coating according to claim 1, which is characterized in that the guide member includes guide part and engaging
Portion, the holding section are connected in a welding manner by the second end of the guide part and the top pillar.
5. steel structures coating according to claim 4, which is characterized in that the holding section is hook formation.
6. steel structures coating according to claim 1, which is characterized in that the guard member include the first protective fence and
The periphery of the first layer floor of steel structure, the second anti-encirclement is arranged in second protective fence, first protective fence
The periphery of second protective fence is arranged in column.
7. steel structures coating according to claim 1, which is characterized in that the damping component include the first damping washer,
Second damping washer, third damping washer and the 4th damping washer, first damping washer are arranged in the second of the foundation
Between end and the first layer floor of steel structure, the first end and described the of the connecting column is arranged in second damping washer
Between one layer of floor of steel structure, the third damping washer be arranged in the connecting column second end and the second layer steel construction
Between floor, the 4th damping washer is arranged between the first end of the top pillar and the second layer floor of steel structure.
8. steel structures coating according to claim 1, which is characterized in that the first layer floor of steel structure and described second
Layer floor of steel structure is using I-steel or T-steel or H profile steel preparation.
9. steel structures coating according to claim 1, which is characterized in that the first layer floor of steel structure and described second
The inside of layer floor of steel structure is hollow structure, is equipped with sound absorbing layer in the hollow structure.
10. steel structures coating according to claim 1, which is characterized in that the first layer floor of steel structure and described
Two layers of floor of steel structure are engraved structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810998414.6A CN109113175A (en) | 2018-08-29 | 2018-08-29 | Steel structures coating |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810998414.6A CN109113175A (en) | 2018-08-29 | 2018-08-29 | Steel structures coating |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109113175A true CN109113175A (en) | 2019-01-01 |
Family
ID=64861488
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810998414.6A Pending CN109113175A (en) | 2018-08-29 | 2018-08-29 | Steel structures coating |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109113175A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08189082A (en) * | 1995-01-12 | 1996-07-23 | Kondo Kozai Kk | Steel framed structure using vertical brace |
| CN201874087U (en) * | 2010-12-07 | 2011-06-22 | 张跃 | Construction steel structure system |
| CN202627198U (en) * | 2012-05-30 | 2012-12-26 | 远大可建科技有限公司 | Novel steel structure system |
| CN104652906A (en) * | 2013-11-19 | 2015-05-27 | 泰州市同裕节能门窗有限公司 | Damping steel structure |
| CN105926982A (en) * | 2016-06-29 | 2016-09-07 | 四川是钢实业有限公司 | Assembly lightweight steel stilted building |
| CN106930599A (en) * | 2015-12-31 | 2017-07-07 | 王圣玉 | The steel structure platform that steel structure platform frame unit and assembling build |
| CN207660156U (en) * | 2017-12-08 | 2018-07-27 | 宝业集团浙江建设产业研究院有限公司 | A kind of lightweight composite floor plate of assembled dry construction |
-
2018
- 2018-08-29 CN CN201810998414.6A patent/CN109113175A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08189082A (en) * | 1995-01-12 | 1996-07-23 | Kondo Kozai Kk | Steel framed structure using vertical brace |
| CN201874087U (en) * | 2010-12-07 | 2011-06-22 | 张跃 | Construction steel structure system |
| CN202627198U (en) * | 2012-05-30 | 2012-12-26 | 远大可建科技有限公司 | Novel steel structure system |
| CN104652906A (en) * | 2013-11-19 | 2015-05-27 | 泰州市同裕节能门窗有限公司 | Damping steel structure |
| CN106930599A (en) * | 2015-12-31 | 2017-07-07 | 王圣玉 | The steel structure platform that steel structure platform frame unit and assembling build |
| CN105926982A (en) * | 2016-06-29 | 2016-09-07 | 四川是钢实业有限公司 | Assembly lightweight steel stilted building |
| CN207660156U (en) * | 2017-12-08 | 2018-07-27 | 宝业集团浙江建设产业研究院有限公司 | A kind of lightweight composite floor plate of assembled dry construction |
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Application publication date: 20190101 |