CN206053118U - A kind of steel truss makees the groove type plate of skeleton - Google Patents
A kind of steel truss makees the groove type plate of skeleton Download PDFInfo
- Publication number
- CN206053118U CN206053118U CN201621000432.3U CN201621000432U CN206053118U CN 206053118 U CN206053118 U CN 206053118U CN 201621000432 U CN201621000432 U CN 201621000432U CN 206053118 U CN206053118 U CN 206053118U
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- China
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- wing plate
- steel
- web
- plate
- skeleton
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Abstract
This utility model is related to underground civil defense engineering technical field, and in particular to a kind of steel truss makees the groove type plate of skeleton, including web, wing plate and the concrete lift at the top of being covered in web and wing plate, is provided with common non-prestressed vertical muscle and steel spreads out frame in web.This utility model makees skeleton by steel truss is arranged in the web, not only can greatly improve groove type plate component ductility, can also increase stiffness of structural member, reduce member height, solve existing groove type plate ductility it is not enough the problems such as.
Description
Technical field
This utility model is related to technical field of civil engineering, and in particular to a kind of steel truss makees the groove type plate of skeleton.
Background technology
At present, prestressed concrete trough plate is the prefabricated reinforced concrete bearing carrier that beam slab is combined, by the roomy wing
The narrow and high web composition of plate and two.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.At present existing groove type plate structure is full prestressing structure, component web bottom adapted
Deformed bar, it is impossible to meet the requirement of antidetonation and people's air defense design to structure ductility.Therefore, it is necessary to design a kind of suitable for people
The groove type plate that preventing engineering design needs.
The content of the invention
To solve above-mentioned technical problem, this utility model provides the groove type plate that a kind of steel truss makees skeleton, by abdomen
Steel truss skeleton is set in plate, and technique not only can greatly improve groove type plate component ductility, can also increase stiffness of structural member, drop
The problems such as low member height, ductility deficiency of solution existing groove type plate.
This utility model is realized by following technical proposals：
A kind of steel truss makees the groove type plate of skeleton, including two webs, wing plates and is covered in mixed at the top of web and wing plate
Solidifying soil LIFT, web are located at the bottom at wing plate two ends.The inside of web be provided with multiple stirrups, steel spread out frame and many webs it is non-pre-
Stress indulges muscle.Steel spreads out frame positioned at the middle part of web.The non-prestressed vertical muscle of web is located in web near web both side surface position.
The right and left reinforcing bar of stirrup spreads out positioned at steel the both sides of frame respectively.Top 10 ~ 20cm of the two ends of stirrup beyond wing plate.
The vertical muscle of many wing plates, many wing plate horizontal bars and the connection lacing wire of Duo Gen wing plates are provided with 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 connection lacing wire is regular reinforcement of the two ends with crotch.Wing plate connection is drawn
One end of muscle is connected with the vertical muscle of the wing plate positioned at bottommost in wing plate and wing plate horizontal bar, and the other end is beyond 10 ~ 20cm at the top of wing plate.
Concrete lift is located at the top of wing plate.Many vertical muscle and horizontal bar are provided with concrete lift.Vertical muscle and horizontal stroke
It is mutually perpendicular between muscle.The two ends of stirrup, wing plate connection lacing wire are welded to connect with vertical muscle and horizontal bar respectively.
Further, the above-mentioned steel frame that spreads out includes：Bottom section steel beam positioned at web bottom, positioned at the top type on web top
Girder steel, type steel support, and steel column.Type steel support is monocline bar, and the node of top section steel beam and steel column is stretched in its upper end
In, it is connected with top section steel beam and steel column simultaneously, lower end is stretched in the node of bottom section steel beam and steel column, with bottom shaped steel
Beam and steel column connect simultaneously.
Further, the spread out top section steel beam of frame of above-mentioned steel is stretched in wing plate.Wing plate horizontal bar is located 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 at the top of wing plate is 10 ~ 20cm.
This utility model provides the groove type plate that a kind of steel truss makees skeleton, makees bone by arranging steel truss in web
Frame, technique not only can greatly improve groove type plate component ductility, can also increase stiffness of structural member, reduce member height, solve
The problems such as ductility of existing groove type plate is not enough.
Description of the drawings
Accompanying drawing 1 is the cross section structure diagram of the groove type plate that steel truss makees skeleton in this utility model；
Accompanying drawing 2 is the facade structures schematic diagram of the groove type plate that steel truss makees skeleton in this utility model；
In figure：1- webs；2- wing plates；3- slow settings soil LIFT；11- stirrups；12- steel spreads out frame；121- bottoms section steel beam；
122- tops section steel beam；123- type steel supports；124- steel columns；The non-prestressed vertical muscle of 13- webs；21- wing plate horizontal bars；The 22- wings
Plate connects lacing wire；23- wing plates indulge muscle；31- horizontal bars；32- indulges muscle.
Specific embodiment
This utility model is further described with specific embodiment below in conjunction with the accompanying drawings, so as to skill in the art
Art personnel understand this utility model.
A kind of steel truss makees the groove type plate of skeleton, including two webs 1, wing plates 2 and is covered at the top of web 1 and wing plate 2
Concrete lift 3, web 1 be located at 2 two ends of wing plate bottom.The inside of web 1 is provided with multiple stirrups 11, steel and spreads out 12 and of frame
The non-prestressed vertical muscle of many webs 13.Steel spreads out frame 12 positioned at the middle part of web 1.The non-prestressed vertical muscle 13 of web is located in web 1
Near web both side surface position.The right and left reinforcing bar of stirrup 11 spreads out positioned at steel the both sides of frame 12 respectively.The two ends of stirrup 11
Beyond the 10 ~ 20cm of top of wing plate 2.
The vertical muscle 23 of many wing plates, many wing plate horizontal bars 21 and the connection lacing wire 22 of Duo Gen wing plates are provided with wing plate 2.Wing plate horizontal bar
21 and the vertical muscle 23 of wing plate be mutually perpendicular to intersection and be embedded in inside wing plate 2.Wing plate connection lacing wire 22 is ordinary steel of the two ends with crotch
Muscle.One end of wing plate connection lacing wire 22 is connected with the vertical muscle 23 of the wing plate positioned at bottommost in wing plate 2 and wing plate horizontal bar 21, the other end
Beyond 10 ~ 20cm at the top of wing plate 2.
Concrete lift 3 is located at the top of wing plate 2.Many vertical muscle 32 and horizontal bar 31 are provided with concrete lift 3.It is vertical
It is mutually perpendicular between muscle 32 and horizontal bar 31.The two ends of stirrup 11, wing plate connection lacing wire 22 are welded with vertical muscle 32 and horizontal bar 31 respectively
Connection.
In the present embodiment, the steel frame 12 that spreads out includes：Bottom section steel beam 121 positioned at 1 bottom of web, positioned at the upper of web top
Portion's section steel beam 122, type steel support 123, and steel column 124.Type steel support 123 is monocline bar, and top shaped steel is stretched in its upper end
In the node of beam 122 and steel column 124, it is connected with top section steel beam 122 and steel column 124 simultaneously, bottom shaped steel is stretched in lower end
In the node of beam 121 and steel column 124, it is connected with bottom section steel beam 121 and steel column 124 simultaneously.
In the present embodiment, the spread out top section steel beam 122 of frame 12 of steel is stretched in wing plate 2.Wing plate horizontal bar 21 is located 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 at the top of wing plate 2 is 10 ~ 20cm.
Embodiment of above only not limits the technical scheme described by this utility model to illustrate this utility model；
Although therefore this specification has been carried out detailed description, ability with reference to each above-mentioned embodiment to this utility model
Domain it is to be appreciated by one skilled in the art that still can modify to this utility model or equivalent；And all do not take off
From technical scheme and its improvement of spirit and scope of the present utility model, which all should be covered in claim model of the present utility model
In the middle of enclosing.
Claims (5)
1. a kind of steel truss makees the groove type plate of skeleton, including two webs（1）, wing plate（2）Be covered in web（1）With wing plate
（2）The concrete lift at top（3）, the web（1）Positioned at wing plate（2）The bottom at two ends；Characterized in that, the web
（1）Inside be provided with multiple stirrups（11）, steel spreads out frame（12）With the non-prestressed vertical muscle of many webs（13）；The steel spreads out frame（12）
Positioned at web（1）Middle part；The non-prestressed vertical muscle of the web（13）Positioned at web（1）Interior close web both side surface position；
The stirrup（11）The right and left reinforcing bar spread out frame positioned at steel respectively（12）Both sides；The stirrup（11）Two ends exceed wing plate
（2）10 ~ 20cm of top；
The wing plate（2）The vertical muscle of many wing plates is provided with inside（23）, many wing plate horizontal bars（21）With many wing plate connection lacing wires（22）；
The wing plate horizontal bar（21）With the vertical muscle of wing plate（23）It is mutually perpendicular to intersection and is embedded in wing plate（2）It is internal；The wing plate connects lacing wire
（22）For regular reinforcement of the two ends with crotch；The wing plate connects lacing wire（22）One end be located at wing plate（2）Interior bottommost
Wing plate indulges muscle（23）With wing plate horizontal bar（21）Connection, the other end exceed wing plate（2）10 ~ 20cm of top；
Concrete lift（3）Positioned at wing plate（2）Top；The concrete lift（3）Many vertical muscle are provided with inside（32）With
Horizontal bar（31）；Vertical muscle（32）And horizontal bar（31）Between be mutually perpendicular to；The stirrup（11）Two ends, wing plate connection lacing wire（22）Point
Not with vertical muscle（32）And horizontal bar（31）It is welded to connect.
2. a kind of steel truss as claimed in claim 1 makees the groove type plate of skeleton, it is characterised in that the steel spreads out frame（12）Bag
Include：Positioned at web（1）The bottom section steel beam of bottom（121）, positioned at the top section steel beam on web top（122）, type steel support
（123）, and steel column（124）；The type steel support（123）For monocline bar, top section steel beam is stretched in its upper end（122）And type
Steel column（124）Node in, with top section steel beam（122）And steel column（124）Connect simultaneously, bottom section steel beam is stretched in lower end
（121）And steel column（124）Node in, with bottom section steel beam（121）And steel column（124）Connect simultaneously.
3. a kind of steel truss as claimed in claim 2 makees the groove type plate of skeleton, it is characterised in that the steel spreads out frame（12）It is upper
Portion's section steel beam（122）Stretch into wing plate（2）In；The wing plate horizontal bar（21）Positioned at top section steel beam（122）Bottom.
4. a kind of steel truss as claimed in claim 3 makees the groove type plate of skeleton, it is characterised in that the web（1）, wing plate
（2）And concrete lift（3）Concrete material be normal concrete or strong concrete.
5. a kind of steel truss as claimed in claim 4 makees the groove type plate of skeleton, it is characterised in that positioned at wing plate（2）Top
Concrete lift（3）Thickness be 10 ~ 20cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621000432.3U CN206053118U (en) | 2016-08-31 | 2016-08-31 | A kind of steel truss makees the groove type plate of skeleton |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621000432.3U CN206053118U (en) | 2016-08-31 | 2016-08-31 | A kind of steel truss makees the groove type plate of skeleton |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206053118U true CN206053118U (en) | 2017-03-29 |
Family
ID=58379164
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621000432.3U Expired - Fee Related CN206053118U (en) | 2016-08-31 | 2016-08-31 | A kind of steel truss makees the groove type plate of skeleton |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206053118U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193446A (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 | The groove type plate of skeleton made by a kind of steel truss |
-
2016
- 2016-08-31 CN CN201621000432.3U patent/CN206053118U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193446A (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 | The groove type plate of skeleton made by a kind of steel truss |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170329 Termination date: 20170831 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |