CN106193446A - The groove type plate of skeleton made by a kind of steel truss - Google Patents
The groove type plate of skeleton made by a kind of steel truss Download PDFInfo
- Publication number
- CN106193446A CN106193446A CN201610776434.XA CN201610776434A CN106193446A CN 106193446 A CN106193446 A CN 106193446A CN 201610776434 A CN201610776434 A CN 201610776434A CN 106193446 A CN106193446 A CN 106193446A
- Authority
- CN
- China
- Prior art keywords
- wing plate
- steel
- web
- plate
- groove type
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 85
- 239000010959 steel Substances 0.000 title claims abstract description 85
- 210000003205 muscle Anatomy 0.000 claims abstract description 31
- 239000004567 concrete Substances 0.000 claims abstract description 25
- 239000000463 material Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 2
- 230000007123 defense Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000011513 prestressed concrete Substances 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention relates to underground civil defense engineering technical field, be specifically related to a kind of steel truss and make the groove type plate of skeleton, including web, wing plate and covering at the concrete lift of web Yu wing plate top, web is provided with common non-prestressed vertical muscle and steel spreads out frame.The present invention makees skeleton by arranging steel truss in web, is possible not only to be greatly improved groove type plate component ductility, also can increase stiffness of structural member, reduces member height, solves the problems such as the ductility of existing groove type plate is not enough.
Description
Technical field
The present invention relates to technical field of civil engineering, be specifically related to a kind of steel truss and make the groove type plate of skeleton.
Background technology
At present, prestressed concrete trough plate is the prefabricated reinforced concrete bearing carrier that beam slab combines, by the roomy wing
Plate and two narrow and high web compositions.Prestressed concrete trough plate has good structural mechanical property, clear and definite power transmission
Level, succinct geometry, is a kind of to can be made into large span, big load, big area coverage and both economical carrying
Component, has a wide range of applications at present.Current existing groove type plate structure is full prestressing structure, an adapted bottom component web
Deformed bar, it is impossible to meet antidetonation and the people's air defense design requirement to structure ductility.Therefore, it is necessary to design one is applicable to people
The groove type plate that preventing engineering design needs.
Summary of the invention
For solving above-mentioned technical problem, the invention provides a kind of steel truss and make the groove type plate of skeleton, by web
Arranging steel truss skeleton, technique is possible not only to be greatly improved groove type plate component ductility, also can increase stiffness of structural member, reduces structure
Part height, solves the problems such as the ductility of existing groove type plate is not enough.
The present invention is realized by following technical proposals:
The groove type plate of skeleton made by a kind of steel truss, including two webs, wing plate and covering at the concrete of web Yu wing plate top
LIFT, web is positioned at the bottom at wing plate two ends.The inside of web is provided with multiple stirrup, steel spreads out frame and many webs are non-prestressed
Vertical muscle.The steel frame that spreads out is positioned at the middle part of web.The non-prestressed vertical muscle of web is positioned at web near web both side surface position.Stirrup
The right and left reinforcing bar lay respectively at steel and spread out the both sides of frame.The two ends of stirrup are beyond the top 10 ~ 20cm of wing plate.
It is provided with many wing plates in wing plate and indulges muscle, many wing plate horizontal bars and the connection lacing wire of Duo Gen wing plate.Wing plate horizontal bar and wing plate
Vertical muscle is mutually perpendicular to intersection and is embedded in inside wing plate.Wing plate connects the regular reinforcement that lacing wire is two ends band crotch.Wing plate connection is drawn
One end of muscle indulges muscle with the wing plate being positioned at wing plate bottommost and wing plate horizontal bar is connected, and the other end exceeds wing plate top 10 ~ 20cm.
Concrete lift is positioned at the top of wing plate.Many vertical muscle and horizontal bar it is provided with in concrete lift.Vertical muscle and horizontal stroke
It is mutually perpendicular between muscle.The two ends of stirrup, wing plate connect lacing wire and are welded to connect with vertical muscle and horizontal bar respectively.
Further, above-mentioned steel spreads out the including of frame: is positioned at the bottom section steel beam bottom web, is positioned at the top on web top
Section steel beam, type steel support, and steel column.Type steel support is monocline bar, and the joint of top section steel beam and steel column is stretched in its upper end
In point, being simultaneously connected with top section steel beam and steel column, lower end is stretched in the node of bottom section steel beam and steel column, with bottom type
Girder steel and steel column are simultaneously connected with.
Further, the spread out top section steel beam of frame of above-mentioned steel stretches in wing plate.Wing plate horizontal bar is positioned under the section steel beam of top
Portion.
Further, the concrete material of above-mentioned web, wing plate and concrete lift is normal concrete or high intensity
Concrete.
Further, the thickness of the above-mentioned concrete lift being positioned at wing plate top is 10 ~ 20cm.
The invention provides a kind of steel truss and make the groove type plate of skeleton, make skeleton by arranging steel truss in web, this
Item technology is possible not only to be greatly improved groove type plate component ductility, also can increase stiffness of structural member, reduces member height, solves existing groove
The problems such as the ductility of template is not enough.
Accompanying drawing explanation
Accompanying drawing 1 is the sectional structure schematic diagram of the groove type plate that in the present invention, skeleton made by steel truss；
Accompanying drawing 2 is the facade structures schematic diagram of the groove type plate that in the present invention, skeleton made by steel truss；
In figure: 1-web；2-wing plate；3-slow setting soil LIFT；11-stirrup；12-steel spreads out frame；121-bottom section steel beam；On 122-
Portion's section steel beam；123-type steel support；124-steel column；The non-prestressed vertical muscle of 13-web；21-wing plate horizontal bar；22-wing plate connects
Lacing wire；Muscle indulged by 23-wing plate；31-horizontal bar；32-indulges muscle.
Detailed description of the invention
With specific embodiment, the present invention is further described below in conjunction with the accompanying drawings, in order to the technology people in this area
Member understands the present invention.
The groove type plate of skeleton made by a kind of steel truss, including two webs 1, wing plate 2 and covering at web 1 and wing plate 2 top
Concrete lift 3, web 1 is positioned at the bottom at wing plate 2 two ends.The inside of web 1 is provided with multiple stirrup 11, steel spreads out frame 12 and
The many non-prestressed vertical muscle 13 of web.The steel frame 12 that spreads out is positioned at the middle part of web 1.The non-prestressed vertical muscle 13 of web is positioned at web 1
Near web both side surface position.The right and left reinforcing bar of stirrup 11 lays respectively at steel and spreads out the both sides of frame 12.The two ends of stirrup 11
Top 10 ~ 20cm beyond wing plate 2.
It is provided with many wing plates in wing plate 2 and indulges muscle 23, many wing plate horizontal bar 21 and Duo Gen wing plates connection lacing wires 22.Wing plate horizontal bar
21 and wing plate indulge muscle 23 and be mutually perpendicular to intersection to be embedded in wing plate 2 internal.Wing plate connects the ordinary steel that lacing wire 22 is two ends band crotch
Muscle.One end of wing plate connection lacing wire 22 indulges muscle 23 with the wing plate being positioned at wing plate 2 bottommost and wing plate horizontal bar 21 is connected, the other end
Beyond wing plate 2 top 10 ~ 20cm.
Concrete lift 3 is positioned at the top of wing plate 2.Many vertical muscle 32 and horizontal bar 31 it is provided with in concrete lift 3.Vertical
It is mutually perpendicular between muscle 32 and horizontal bar 31.The two ends of stirrup 11, wing plate connect lacing wire 22 and weld with vertical muscle 32 and horizontal bar 31 respectively
Connect.
In the present embodiment, steel spreads out the including of frame 12: is positioned at the bottom section steel beam 121 bottom web 1, is positioned at web top
Top section steel beam 122, type steel support 123, and steel column 124.Type steel support 123 is monocline bar, and top type is stretched in its upper end
In the node of girder steel 122 and steel column 124, being simultaneously connected with top section steel beam 122 and steel column 124, bottom type is stretched in lower end
In the node of girder steel 121 and steel column 124, it is simultaneously connected with bottom section steel beam 121 and steel column 124.
In the present embodiment, the spread out top section steel beam 122 of frame 12 of steel stretches in wing plate 2.Wing plate horizontal bar 21 is positioned at top shaped steel
The bottom of beam 122.
In the present embodiment, the concrete material of web 1, wing plate 2 and concrete lift 3 is normal concrete or high intensity
Concrete.
In the present embodiment, the thickness of the concrete lift 3 being positioned at wing plate 2 top is 10 ~ 20cm.
Embodiment of above is only in order to illustrate the present invention and and unrestricted technical scheme described in the invention；Although therefore
This specification with reference to each above-mentioned embodiment to present invention has been detailed description, but the ordinary skill of this area
Personnel should be appreciated that and still can modify the present invention or equivalent；And all without departing from the present invention spirit and
The technical scheme of scope and improvement thereof, it all should be contained in the middle of scope of the presently claimed invention.
Claims (5)
1. a groove type plate for skeleton made by steel truss, including two webs (1), wing plate (2) and covering at web (1) and wing plate
(2) concrete lift (3) at top, described web (1) is positioned at the bottom at wing plate (2) two ends；It is characterized in that, described web
(1) inside is provided with multiple stirrup (11), steel spreads out frame (12) and the many non-prestressed vertical muscle of webs (13)；Described steel spreads out frame (12)
It is positioned at the middle part of web (1)；The non-prestressed vertical muscle of described web (13) is positioned at web (1) near web both side surface position；
The right and left reinforcing bar of described stirrup (11) lays respectively at steel and spreads out the both sides of frame (12)；The two ends of described stirrup (11) exceed wing plate
(2) top 10 ~ 20cm；
It is provided with many wing plates in described wing plate (2) and indulges muscle (23), many wing plate horizontal bars (21) and many wing plates connection lacing wire (22)；
Described wing plate horizontal bar (21) and wing plate are indulged muscle (23) and are mutually perpendicular to intersection to be embedded in wing plate (2) internal；Described wing plate connects lacing wire
(22) it is the regular reinforcement of two ends band crotch；Described wing plate connect lacing wire (22) one end be positioned at wing plate (2) bottommost
Muscle (23) indulged by wing plate and wing plate horizontal bar (21) connects, and the other end exceeds wing plate (2) top 10 ~ 20cm；
Concrete lift (3) is positioned at the top of wing plate (2)；Be provided with in described concrete lift (3) many vertical muscle (32) and
Horizontal bar (31)；Indulge and be mutually perpendicular between muscle (32) and horizontal bar (31)；The two ends of described stirrup (11), wing plate connect lacing wire (22) point
It is not welded to connect with vertical muscle (32) and horizontal bar (31).
The groove type plate of skeleton made by a kind of steel truss the most as claimed in claim 1, it is characterised in that described steel spreads out the bag of frame (12)
Include: be positioned at the bottom section steel beam (121) of web (1) bottom, be positioned at the top section steel beam (122) on web top, type steel support
, and steel column (124) (123)；Described type steel support (123) is monocline bar, and top section steel beam (122) and type are stretched in its upper end
In the node of steel column (124), being simultaneously connected with top section steel beam (122) and steel column (124), bottom section steel beam is stretched in lower end
(121) and in the node of steel column (124), it is simultaneously connected with bottom section steel beam (121) and steel column (124).
The groove type plate of skeleton made by a kind of steel truss the most as claimed in claim 2, it is characterised in that described steel spreads out the upper of frame (12)
Portion's section steel beam (122) stretches in wing plate (2)；Described wing plate horizontal bar (21) is positioned at the bottom of top section steel beam (122).
The groove type plate of skeleton made by a kind of steel truss the most as claimed in claim 3, it is characterised in that described web (1), wing plate
And the concrete material of concrete lift (3) is normal concrete or strong concrete (2).
The groove type plate of skeleton made by a kind of steel truss the most as claimed in claim 4, it is characterised in that be positioned at wing plate (2) top
The thickness of concrete lift (3) is 10 ~ 20cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610776434.XA CN106193446A (en) | 2016-08-31 | 2016-08-31 | The groove type plate of skeleton made by a kind of steel truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610776434.XA CN106193446A (en) | 2016-08-31 | 2016-08-31 | The groove type plate of skeleton made by a kind of steel truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106193446A true CN106193446A (en) | 2016-12-07 |
Family
ID=58089826
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610776434.XA Pending CN106193446A (en) | 2016-08-31 | 2016-08-31 | The groove type plate of skeleton made by a kind of steel truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193446A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193300A (en) * | 2016-08-31 | 2016-12-07 | 济南市人防建筑设计研究院有限责任公司 | A kind of corrugated sheet steel makees the groove type plate of skeleton |
| CN113199624A (en) * | 2021-05-18 | 2021-08-03 | 上海市城市建设设计研究总院（集团）有限公司 | Precast beam web plate structure suitable for intelligent construction and construction method |
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|---|---|---|---|---|
| KR100296723B1 (en) * | 1994-02-14 | 2001-10-24 | 무로보시아키라 | Construction method such as concrete house |
| CN102304928A (en) * | 2010-06-18 | 2012-01-04 | 柳忠林 | Big-span and big-load prestress trough-shaped laminated plate used as 6-level civil air defence basement roof plate |
| CN102628296A (en) * | 2012-04-25 | 2012-08-08 | 广西大学 | Truss type steel-reinforced concrete framework side node with energy dissipation device |
| CN202559569U (en) * | 2012-05-09 | 2012-11-28 | 宝钢建筑系统集成有限公司 | Assembled monolithic self-insulation hidden dense rib light superposed floor slab |
| US20140069032A1 (en) * | 2011-05-09 | 2014-03-13 | Larrie A. Novak | To modular dwellings |
| CN203924432U (en) * | 2014-05-14 | 2014-11-05 | 四川华西绿舍建材有限公司 | Prestressing force groove-shaped laminated board structural system |
| CN204983617U (en) * | 2015-07-23 | 2016-01-20 | 北京韬盛科技发展有限公司 | Bend type ledger board |
| CN206053118U (en) * | 2016-08-31 | 2017-03-29 | 济南市人防建筑设计研究院有限责任公司 | A kind of steel truss makees the groove type plate of skeleton |
-
2016
- 2016-08-31 CN CN201610776434.XA patent/CN106193446A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100296723B1 (en) * | 1994-02-14 | 2001-10-24 | 무로보시아키라 | Construction method such as concrete house |
| CN102304928A (en) * | 2010-06-18 | 2012-01-04 | 柳忠林 | Big-span and big-load prestress trough-shaped laminated plate used as 6-level civil air defence basement roof plate |
| US20140069032A1 (en) * | 2011-05-09 | 2014-03-13 | Larrie A. Novak | To modular dwellings |
| CN102628296A (en) * | 2012-04-25 | 2012-08-08 | 广西大学 | Truss type steel-reinforced concrete framework side node with energy dissipation device |
| CN202559569U (en) * | 2012-05-09 | 2012-11-28 | 宝钢建筑系统集成有限公司 | Assembled monolithic self-insulation hidden dense rib light superposed floor slab |
| CN203924432U (en) * | 2014-05-14 | 2014-11-05 | 四川华西绿舍建材有限公司 | Prestressing force groove-shaped laminated board structural system |
| CN204983617U (en) * | 2015-07-23 | 2016-01-20 | 北京韬盛科技发展有限公司 | Bend type ledger board |
| CN206053118U (en) * | 2016-08-31 | 2017-03-29 | 济南市人防建筑设计研究院有限责任公司 | A kind of steel truss makees the groove type plate of skeleton |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193300A (en) * | 2016-08-31 | 2016-12-07 | 济南市人防建筑设计研究院有限责任公司 | A kind of corrugated sheet steel makees the groove type plate of skeleton |
| CN113199624A (en) * | 2021-05-18 | 2021-08-03 | 上海市城市建设设计研究总院（集团）有限公司 | Precast beam web plate structure suitable for intelligent construction and construction method |
| CN113199624B (en) * | 2021-05-18 | 2022-08-30 | 上海市城市建设设计研究总院（集团）有限公司 | Precast beam web plate structure suitable for intelligent construction and construction method |
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