CN106193458A - The groove type plate of skeleton made by a kind of shaped steel - Google Patents
The groove type plate of skeleton made by a kind of shaped steel Download PDFInfo
- Publication number
- CN106193458A CN106193458A CN201610774501.4A CN201610774501A CN106193458A CN 106193458 A CN106193458 A CN 106193458A CN 201610774501 A CN201610774501 A CN 201610774501A CN 106193458 A CN106193458 A CN 106193458A
- Authority
- CN
- China
- Prior art keywords
- wing plate
- web
- shaped steel
- plate
- stirrup
- 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 30
- 239000010959 steel Substances 0.000 title claims abstract description 30
- 210000003205 muscle Anatomy 0.000 claims abstract description 27
- 239000004567 concrete Substances 0.000 claims abstract description 25
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 3
- 239000002689 soil Substances 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
- 210000001015 abdomen Anatomy 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention relates to underground civil defense engineering technical field, be specifically related to a kind of shaped steel and make the groove type plate of skeleton, including web, wing plate and covering at the concrete lift of web Yu wing plate top.It is pre-stressed longitudinal reinforced that the inside of web is provided with multiple stirrup, shaped steel and Duo Gen web.Shaped steel is positioned at web one end away from wing plate.Shaped steel is provided with the peg welded with stirrup.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.Concrete lift is positioned at the top of wing plate.Many vertical muscle and horizontal bar it is provided with in concrete lift.The invention provides a kind of shaped steel and make the groove type plate of skeleton, by arranging shaped steel in web as skeleton, substantially increase the structure ductility of groove type plate, also add the rigidity of groove type plate component, reduce groove type plate member height simultaneously.
Description
Technical field
The present invention relates to technical field of civil engineering, be specifically related to a kind of shaped steel 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
The present invention, by arranging shaped steel in web as skeleton, can be greatly improved groove type plate structure ductility, increases structure
Part rigidity, reduces member 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 shaped steel, waters at the concrete of web with wing plate top including two webs, wing plate and covering
Building layer, web is positioned at the bottom at wing plate two ends.It is pre-stressed longitudinal reinforced that the inside of web is provided with multiple stirrup, shaped steel and Duo Gen web.
Shaped steel is positioned at web one end away from wing plate.Stirrup is positioned at the middle part of web.The plane at the reinforcing bar place, both sides of stirrup and abdomen
The axial cross section of plate is parallel.The inner side of the pre-stressed longitudinal reinforced both sides reinforcing bar being positioned at stirrup of web.The two ends of stirrup exceed wing plate
Top 10 ~ 20cm.Shaped steel is provided with the peg welded with stirrup.
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, the concrete material of web, wing plate and concrete lift is normal concrete or high intensity coagulation
Soil.
Further, the thickness of the concrete lift being positioned at wing plate top is 10 ~ 20cm.
The invention provides a kind of shaped steel and make the groove type plate of skeleton, by arranging shaped steel in web as skeleton, significantly
Improve the structure ductility of groove type plate, also add the rigidity of groove type plate component, reduce groove type plate member height simultaneously.
Accompanying drawing explanation
Accompanying drawing 1 is the sectional structure schematic diagram that Shaped Steel of the present invention makees the groove type plate of skeleton；
Accompanying drawing 2 is the planar structure schematic diagram of median ventral plate of the present invention；
In figure: 1-web；2-wing plate；3-slow setting soil LIFT；11-stirrup；12-shaped steel；121-peg；13-web prestressing force
Vertical muscle；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 shaped steel, 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, shaped steel 12 and Duo Gen
Web pre-stressed longitudinal reinforced 13.Shaped steel 12 is positioned at web 1 one end away from wing plate 2.Stirrup 11 is positioned at the middle part of web 1.Stirrup
The plane at the reinforcing bar place, both sides of 11 is parallel with the axial cross section of web 1.Web pre-stressed longitudinal reinforced 13 is positioned at the two of stirrup 11
The inner side of limit reinforcing bar.The two ends of stirrup 11 are beyond the top 15cm of wing plate 2.Shaped steel 12 is provided with the peg welded with stirrup 11
121。
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 15cm.
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, 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 15cm.
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 (3)
1. a groove type plate for skeleton made by shaped steel, including two webs (1), wing plate (2) and covering at web (1) and wing plate (2)
The 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 be provided with multiple stirrup (11), shaped steel (12) and many webs pre-stressed longitudinal reinforced (13)；Described shaped steel (12) is positioned at web
(1) away from one end of wing plate (2) in；Described stirrup (11) is positioned at the middle part of web (1)；The both sides reinforcing bar institute of described stirrup (11)
Plane parallel with the axial cross section of web (1)；Described web pre-stressed longitudinal reinforced (13) is positioned at the both sides steel of stirrup (11)
The inner side of muscle；The two ends of described stirrup (11) are beyond the top 10 ~ 20cm of wing plate (2)；Described shaped steel (12) is provided with and stirrup
(11) peg (121) welded；
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 shaped steel the most as claimed in claim 1, it is characterised in that described web (1), wing plate (2)
It is normal concrete or strong concrete with the concrete material of concrete lift (3).
The groove type plate of skeleton made by a kind of shaped steel the most as claimed in claim 2, it is characterised in that be positioned at the mixed of wing plate (2) top
The thickness of solidifying soil LIFT (3) is 10 ~ 20cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610774501.4A CN106193458A (en) | 2016-08-31 | 2016-08-31 | The groove type plate of skeleton made by a kind of shaped steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610774501.4A CN106193458A (en) | 2016-08-31 | 2016-08-31 | The groove type plate of skeleton made by a kind of shaped steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106193458A true CN106193458A (en) | 2016-12-07 |
Family
ID=58089356
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610774501.4A Pending CN106193458A (en) | 2016-08-31 | 2016-08-31 | The groove type plate of skeleton made by a kind of shaped steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193458A (en) |
Cited By (1)
| 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 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1512018A (en) * | 2002-12-30 | 2004-07-14 | 丘民世 | Prestress combined beam, continuous prestress combined beam structure and producing connection method |
| CN101725211A (en) * | 2009-12-01 | 2010-06-09 | 南京林业大学 | Fiber-reinforced bamboo-based engineering member |
| CN102127943A (en) * | 2010-03-19 | 2011-07-20 | 柳忠林 | Large-span prestressed concrete beam plate used as ventilation channel and ventilation channel system |
| 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 |
| CN102650579A (en) * | 2011-12-22 | 2012-08-29 | 上海同吉建筑工程设计有限公司 | Flexural bearing capacity designing method for frame beam adopting pre-stressed steel reinforced concrete structure |
| KR20120120600A (en) * | 2011-04-25 | 2012-11-02 | 주식회사 인터컨스텍 | Double T Concrete Girder Having Combined Prestressing and Constructing Method thereof |
| CN102936940A (en) * | 2012-11-12 | 2013-02-20 | 北京工业大学 | Enhanced ultra-high-performance concrete component made of mixed fiber reinforced plastic (FRP) bars |
| CN202925762U (en) * | 2012-11-28 | 2013-05-08 | 中国建筑股份有限公司 | Novel reinforced concrete superposed beam |
| CN103498529A (en) * | 2013-09-13 | 2014-01-08 | 北京工业大学 | Assembly type prestress honeycombed ribbed web plate composite beam |
| CN105155413A (en) * | 2015-08-14 | 2015-12-16 | 山东大学 | Partial non-bonded tunnel type compound anchorage system and method |
| CN105821750A (en) * | 2016-03-24 | 2016-08-03 | 中国十七冶集团有限公司 | Prefabricated prestress double-T board and use method thereof |
| CN206053133U (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 shaped steel makees the groove type plate of skeleton |
-
2016
- 2016-08-31 CN CN201610774501.4A patent/CN106193458A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1512018A (en) * | 2002-12-30 | 2004-07-14 | 丘民世 | Prestress combined beam, continuous prestress combined beam structure and producing connection method |
| CN101725211A (en) * | 2009-12-01 | 2010-06-09 | 南京林业大学 | Fiber-reinforced bamboo-based engineering member |
| CN102127943A (en) * | 2010-03-19 | 2011-07-20 | 柳忠林 | Large-span prestressed concrete beam plate used as ventilation channel and ventilation channel system |
| 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 |
| KR20120120600A (en) * | 2011-04-25 | 2012-11-02 | 주식회사 인터컨스텍 | Double T Concrete Girder Having Combined Prestressing and Constructing Method thereof |
| CN102650579A (en) * | 2011-12-22 | 2012-08-29 | 上海同吉建筑工程设计有限公司 | Flexural bearing capacity designing method for frame beam adopting pre-stressed steel reinforced concrete structure |
| CN102936940A (en) * | 2012-11-12 | 2013-02-20 | 北京工业大学 | Enhanced ultra-high-performance concrete component made of mixed fiber reinforced plastic (FRP) bars |
| CN202925762U (en) * | 2012-11-28 | 2013-05-08 | 中国建筑股份有限公司 | Novel reinforced concrete superposed beam |
| CN103498529A (en) * | 2013-09-13 | 2014-01-08 | 北京工业大学 | Assembly type prestress honeycombed ribbed web plate composite beam |
| CN105155413A (en) * | 2015-08-14 | 2015-12-16 | 山东大学 | Partial non-bonded tunnel type compound anchorage system and method |
| CN105821750A (en) * | 2016-03-24 | 2016-08-03 | 中国十七冶集团有限公司 | Prefabricated prestress double-T board and use method thereof |
| CN206053133U (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 shaped steel makees the groove type plate of skeleton |
Cited By (1)
| 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 |
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