CN106193451A - A kind of combination type prestressed beam slab system - Google Patents
A kind of combination type prestressed beam slab system Download PDFInfo
- Publication number
- CN106193451A CN106193451A CN201610770585.4A CN201610770585A CN106193451A CN 106193451 A CN106193451 A CN 106193451A CN 201610770585 A CN201610770585 A CN 201610770585A CN 106193451 A CN106193451 A CN 106193451A
- Authority
- CN
- China
- Prior art keywords
- web
- wing plate
- beam slab
- combination type
- concrete
- 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
- 239000004567 concrete Substances 0.000 claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 4
- 239000010959 steel Substances 0.000 claims abstract description 4
- 210000003205 muscle Anatomy 0.000 claims description 17
- 239000000463 material Substances 0.000 claims description 3
- 239000003643 water by type Substances 0.000 claims 1
- 230000004899 motility Effects 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
- E04C3/26—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members prestressed
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention relates to technical field of civil engineering, be specifically related to a kind of combination type prestressed beam slab system, including web, wing plate and covering at the concrete lift of web Yu wing plate top, web and wing plate individually make.The invention provides a kind of combination type prestressed beam slab system, by the web of component, wing plate are separately fabricated separately, junction reserved steel bar, web spacing can be suitably adjusted according to field condition, junction pours jointly with overlapping layers, can guarantee that the motility of component, simultaneously convenient transportation and be easier to realize with engineering site execution conditions.
Description
Technical field
The present invention relates to technical field of civil engineering, be specifically related to a kind of combination type prestressed beam slab system.
Background technology
The conventional restressed beam slab structural elements such as current T plate, groove type plate, box beam all use and make in factory, complete
Rear shape is fixed, then it is on-the-spot to apply to practice of construction.Existing precast concrete can to a certain degree improve production efficiency, guarantor
The advantages such as card construction quality, saving resource.But the T plate prefabricated when being applied to Practical Project, groove type plate, box beam etc. are normal
The suitability with restressed beam slab structural elements is poor, and especially web is prestressed structure, field fabrication difficulty, such as on-the-spot feelings
Condition slightly changes, it will cause the component completed not use, and causes the waste of resource and the raising of production cost.For
The conventional restressed beam slab structural elements such as the existing T plate of solution, groove type plate, box beam are poor for applicability in Practical Project
Problem, it is necessary to design a kind of combination type prestressed beam slab system.
Summary of the invention
For solving above-mentioned technical problem, the invention provides a kind of combination type prestressed beam slab system, by by component
Web, wing plate are separately fabricated separately, junction reserved steel bar, can suitably adjust web spacing according to field condition, junction with
Overlapping layers pours jointly, can guarantee that the motility of component, simultaneously convenient transportation and be easier to realize with engineering site execution conditions.
The present invention is realized by following technical proposals:
A kind of combination type prestressed beam slab system, combination type prestressed beam slab system include web, wing plate and covering web with
The concrete lift at wing plate top, described web and wing plate individually make；Web is positioned at the bottom at wing plate two ends；Web
Inside set that stirrup, web be pre-stressed longitudinal reinforced and the non-prestressed vertical muscle of web；The two ends of stirrup beyond web top 10 ~
20cm；The one or both sides at the top of web are provided with bracket；Bracket stirrup it is provided with in described bracket；Described bracket stirrup and stirrup
It is welded to connect；It is provided with wing plate in wing plate and indulges muscle and wing plate horizontal bar；The two ends of wing plate horizontal bar are respectively beyond wing plate two ends 10 ~ 20cm；
Concrete lift is U shape, and it covers web and wing plate junction；Be provided with in described concrete lift vertical muscle and
Horizontal bar.
Further, the non-prestressed vertical muscle of above-mentioned web is positioned at side-wall outer side and the bottom of web；Described web prestressing force
Vertical muscle is positioned at the centre position of the middle and lower part of web.
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 20 ~ 40cm.
The invention provides a kind of combination type prestressed beam slab system, by by the web of component, wing plate the most individually system
Making, junction reserved steel bar, can suitably adjust web spacing according to field condition, junction pours jointly with overlapping layers, can protect
Card component motility, simultaneously convenient transportation and with engineering site execution conditions be easier to realize.
Accompanying drawing explanation
Accompanying drawing 1 is the sectional structure schematic diagram of a kind of combination type prestressed beam slab system of the present invention；
Accompanying drawing 2 is the structural representation of one embodiment of the invention median ventral plate；
Accompanying drawing 3 is the structural representation of another embodiment of the present invention median ventral plate；
Accompanying drawing 4 is the structural representation of wing plate in the present invention；
In figure: 1-web；2-wing plate；3-slow setting soil LIFT；11-stirrup；12-web is pre-stressed longitudinal reinforced；13-web non-pre-should
Power indulges muscle；14-bracket；15-bracket stirrup；21-wing plate horizontal bar；Muscle indulged by 22-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.
A kind of combination type prestressed beam slab system, combination type prestressed beam slab system includes web 1, wing plate 2 and covers
Web 1 and the concrete lift 3 at wing plate 2 top, described web 1 and wing plate 2 individually make；Web 1 is positioned at wing plate 2 liang
The bottom of end；The inside of web 1 sets the non-prestressed vertical muscle 13 of stirrup 11, web pre-stressed longitudinal reinforced 12 and web；The two of stirrup 11
End is beyond the top 10 ~ 20cm of web 1；The both sides at the top of web 1 are provided with bracket 14, in another embodiment, the top of web 1
The side in portion is provided with bracket 14.Bracket stirrup 15 it is provided with in bracket 4；Bracket stirrup 15 is welded to connect with stirrup 11；Set in wing plate 2
Wing plate is had to indulge muscle 22 and wing plate horizontal bar 21；The two ends of wing plate horizontal bar 21 are respectively beyond wing plate 2 two ends 10 ~ 20cm；Concreting
Layer 3 is in U shape, and it covers web 1 and wing plate 2 junction；Vertical muscle 32 and horizontal bar 31 it is provided with in concrete lift 3.
In the present embodiment, the non-prestressed vertical muscle 13 of web is positioned at side-wall outer side and the bottom of web 1；Web is pre-stressed longitudinal reinforced
The centre position of 12 middle and lower parts being positioned at web 1.
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 (4)
1. a combination type prestressed beam slab system, pushes up with wing plate (2) at web (1) including web (1), wing plate (2) and covering
The concrete lift (3) in portion, it is characterised in that described web (1) and wing plate (2) individually make；
Described web (1) is positioned at the bottom at wing plate (2) two ends；The inside of described web (1) sets stirrup (11), web pre-stressed longitudinal
Muscle (12) and web non-prestressed vertical muscle (13) steel bar stress；The two ends of described stirrup (11) beyond web (1) top 10 ~
20cm；The one or both sides at the top of described web (1) are provided with bracket (14)；Bracket stirrup (15) it is provided with in described bracket (4)；
Described bracket stirrup (15) is welded to connect with stirrup (11)；
It is provided with wing plate in described wing plate (2) and indulges muscle (22) and wing plate horizontal bar (21)；The two ends of described wing plate horizontal bar (21) surpass respectively
Go out wing plate (2) two ends 10 ~ 20cm；
Described concrete lift (3) is in U shape, and it covers web (1) and wing plate (2) junction；Described concrete waters
Vertical muscle (32) and horizontal bar (31) it is provided with in building layer (3).
A kind of combination type prestressed beam slab system the most as claimed in claim 1, it is characterised in that described web is non-prestressed vertical
Muscle (13) is positioned at side-wall outer side and the bottom of web (1)；Described web pre-stressed longitudinal reinforced (12) is positioned at the middle and lower part of web (1)
Centre position.
A kind of combination type prestressed beam slab system the most as claimed in claim 2, 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).
A kind of combination type prestressed beam slab system the most as claimed in claim 3, 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 |
|---|---|---|---|
| CN201610770585.4A CN106193451A (en) | 2016-08-31 | 2016-08-31 | A kind of combination type prestressed beam slab system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610770585.4A CN106193451A (en) | 2016-08-31 | 2016-08-31 | A kind of combination type prestressed beam slab system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106193451A true CN106193451A (en) | 2016-12-07 |
Family
ID=58088928
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610770585.4A Pending CN106193451A (en) | 2016-08-31 | 2016-08-31 | A kind of combination type prestressed beam slab system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193451A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108775158A (en) * | 2018-06-13 | 2018-11-09 | 中铁大桥勘测设计院集团有限公司 | A kind of concrete slab hole is without damaged plugging structure and method |
Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3819329A1 (en) * | 1988-06-07 | 1989-12-14 | Andrae Hans Peter | Fire-assistant hall structure by a composite steel construction method |
| JPH08232401A (en) * | 1995-02-24 | 1996-09-10 | Yasuhiro Matsuzaki | Steel concrete synthetic beam structure |
| KR19980073221A (en) * | 1997-03-12 | 1998-11-05 | 최훈 | Construction method using precast concrete beam members |
| CN2651327Y (en) * | 2003-10-28 | 2004-10-27 | 安徽华辰建造技术开发有限公司 | Concrete prefabricated member for building |
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| CN103498533A (en) * | 2013-10-22 | 2014-01-08 | 湖北弘毅建设有限公司 | Prestressed H-shaped steel reinforced concrete superposed beam |
| CN204126048U (en) * | 2014-10-19 | 2015-01-28 | 昆明营造工程设计有限公司 | Bracket steel bar concrete shear force wall connecting pin contact assembled architecture |
| CN104563305A (en) * | 2015-01-16 | 2015-04-29 | 济南轨道交通集团有限公司 | Connecting joint of concrete overlapped beam and steel pipe concrete column and construction method |
| CN104763085A (en) * | 2015-04-08 | 2015-07-08 | 中国建筑第八工程局有限公司 | Assembled integral type pre-stress double-T floor framework structure and construction method thereof |
| KR101557226B1 (en) * | 2014-04-23 | 2015-10-02 | 경기대학교 산학협력단 | Prestressed steel concrete composite beam |
| 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 |
| CN206053124U (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 combination type prestressed beam slab system |
-
2016
- 2016-08-31 CN CN201610770585.4A patent/CN106193451A/en active Pending
Patent Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3819329A1 (en) * | 1988-06-07 | 1989-12-14 | Andrae Hans Peter | Fire-assistant hall structure by a composite steel construction method |
| JPH08232401A (en) * | 1995-02-24 | 1996-09-10 | Yasuhiro Matsuzaki | Steel concrete synthetic beam structure |
| KR19980073221A (en) * | 1997-03-12 | 1998-11-05 | 최훈 | Construction method using precast concrete beam members |
| CN2651327Y (en) * | 2003-10-28 | 2004-10-27 | 安徽华辰建造技术开发有限公司 | Concrete prefabricated member for building |
| CN2826292Y (en) * | 2005-04-23 | 2006-10-11 | 符爱珍 | Solar light focusing and heat collecting device as building material |
| CN101487332A (en) * | 2009-02-09 | 2009-07-22 | 刘馨裕 | Prefabricated hollow superposed beam, and cast-in-situ construction method for beam and precast slab |
| CN201785865U (en) * | 2010-09-28 | 2011-04-06 | 杨峰 | Structure and system for house combining external prestress post tensioning method steel beam and pretensioning method prestress composite beam |
| CN202672335U (en) * | 2012-06-28 | 2013-01-16 | 华汇工程设计集团股份有限公司 | Pre-tensioned prestressing superposed beam building structural system |
| CN103498533A (en) * | 2013-10-22 | 2014-01-08 | 湖北弘毅建设有限公司 | Prestressed H-shaped steel reinforced concrete superposed beam |
| KR101557226B1 (en) * | 2014-04-23 | 2015-10-02 | 경기대학교 산학협력단 | Prestressed steel concrete composite beam |
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| CN104563305A (en) * | 2015-01-16 | 2015-04-29 | 济南轨道交通集团有限公司 | Connecting joint of concrete overlapped beam and steel pipe concrete column and construction method |
| CN104763085A (en) * | 2015-04-08 | 2015-07-08 | 中国建筑第八工程局有限公司 | Assembled integral type pre-stress double-T floor framework structure and construction method thereof |
| 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 |
| CN206053124U (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 combination type prestressed beam slab system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108775158A (en) * | 2018-06-13 | 2018-11-09 | 中铁大桥勘测设计院集团有限公司 | A kind of concrete slab hole is without damaged plugging structure and method |
| CN108775158B (en) * | 2018-06-13 | 2024-06-04 | 中铁大桥勘测设计院集团有限公司 | Concrete slab hole breakage-free blocking structure and method |
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