CN1715586A - Prestress mixed beam with concrete plate and corrugate steel web beam - Google Patents
Prestress mixed beam with concrete plate and corrugate steel web beam Download PDFInfo
- Publication number
- CN1715586A CN1715586A CNA2005100080276A CN200510008027A CN1715586A CN 1715586 A CN1715586 A CN 1715586A CN A2005100080276 A CNA2005100080276 A CN A2005100080276A CN 200510008027 A CN200510008027 A CN 200510008027A CN 1715586 A CN1715586 A CN 1715586A
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- Prior art keywords
- steel
- concrete slab
- girder steel
- concrete
- hybrid
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
- E01D2/02—Bridges characterised by the cross-section of their bearing spanning structure of the I-girder type
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
- E01D2101/268—Composite concrete-metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a composite beam wherein the concrete slab is combined with upside and underside of the steel beam with corrugate steel web so as to increase rigidity of the cross section. A prestress concrete composite beam with corrugate steel web contains steel beam, upper and lower concrete slab combined with the upside and underside of the steel beam. The steel web is made of corrugate steel plate with the same corrugate pleat as each other in vertical direction of the beam, thereby increasing resistance to bending. The pylome is formed in upside and underside of the steel beam. Many binding reinforcements insert into the pylome in horizontal direction and embed into the upper and lower concrete slab. Then the steel beam is combined with the upper and lower concrete slab.
Description
Technical field
The present invention relates to a kind of prestressing force hybrid beam with concrete slab and corrugated steel web grider, relate in particular to a kind of hybrid beam, wherein concrete slab is combined in the top and bottom of girder steel, and the web of described girder steel forms the rigidity that corrugated increases its cross section thus.
Background technology
Beam-concrete hybrid beam often is used in the bridge construction as a kind of hybrid beam, and wherein girder steel combines with concrete slab.Fig. 1 is the sectional drawing of expression one schematic bridge, and described bridge uses traditional girder steel-concrete slab hybrid beam.As shown in Figure 1, constitute traditional girder steel-concrete hybrid beam like this, make the bottom flange 101 of I section steel beam 100 embed in the concrete slabs 110 girder steel 100 is combined with concrete slab 110.
Although concrete slab 110 can be made with concrete at the construction field (site), recently, concrete slab 10 adopts a kind of prefabricated method production and be combined into integral body with girder steel 100 in factory, then hybrid beam is transported to the job site and is used to build bridge.
When building bridge, as shown in Figure 1, many hybrid beams are arranged in parallel, and base platform 120 places the top flange 102 of girder steel 100 to make up the superstructure of bridge thus.In traditional hybrid beam,,, can produce overbending because the web 103 of girder steel 100 forms pillars if the mixing depth of beam is very high.In other words, shown in arrow among Fig. 1, when vertical load is applied to dull and stereotypedly 120 the time, high girder steel 100 is easy to bending, as shown in phantom in Figure 1.The height of girder steel 100 is subjected to suitable restriction thus.
Summary of the invention
Therefore, the present invention considers above-mentioned and/or other problems and carrying out, and an object of the present invention is to provide a kind of prestressing force hybrid beam of novelty, by getting rid of the possibility of steel beam web plate bending, can realize economic bridge construction.
A kind of hybrid beam of novelty is provided during another object of the present invention, it can easily be made and realize the long span simple beam, it is adopted in such a way, promptly in factory described simple beam is divided into several sub-beams, and described sub-beam is transported to the job site and is connected to each other to be assembled into complete beam.
According to an aspect of the present invention, can be by a kind of stressed concrete mixed beam with corrugated steel web be provided, realize above-mentioned and other target, comprising a girder steel, and the upper and lower concrete slab that combines with the upside and the downside of described girder steel, wherein said steel beam web plate is made by the corrugated steel of the identical corrugated pleat that the vertical direction that has at described beam forms, increase bending resistance thus, described girder steel is formed with through hole at upside and downside, and many binding reinforcements insert described through hole and embed upper and lower concrete slab with horizontal direction, girder steel and concrete slab combination up and down thus.
Preferably, impose tensile force in the following concrete slab that a tendon is inserted with described girder steel combines and with the post-tensioned method, thus stressed concrete mixed beam is applied prestressing force.
Description of drawings
In conjunction with the accompanying drawings, according to the embodiment of following explanation, these and/or others of the present invention and advantage will become obviously and be easier to and understand, in described accompanying drawing:
Fig. 1 is the schematic diagram that the bridge of traditional girder steel-concrete hybrid beam is used in expression;
Fig. 2 is the cut-away section phantom drawing of a kind of hybrid beam according to a preferred embodiment of the invention of expression, and its median ventral plate corrugated steel beam is in conjunction with concrete slab;
Fig. 3 is a phantom drawing, and it is shown schematically in the girder steel that uses according in the hybrid beam of the present invention;
Fig. 4 a and 4b are lateral views, and it schematically shows the assembly dress of the simple beam that is made of many according to the preferred embodiment of the invention sub-hybrid beams; And
Fig. 5 a and 5b are the schematic cross sectional views along A-A among Fig. 4 b and the intercepting of B-B line.
The specific embodiment
Below, describe the preferred embodiments of the present invention with reference to the accompanying drawings in detail.
Fig. 2 is a phantom drawing, and it schematically shows a sub-hybrid beam, and according to the preferred embodiment of the present invention, its median ventral plate corrugated steel beam is in conjunction with concrete slab, and Fig. 3 is a phantom drawing, and it schematically shows the girder steel of the hybrid beam that is used for Fig. 2.
As shown in Fig. 2 and 3, hybrid beam 1 comprises girder steel 10 and at the upside of girder steel 10 and the downside integral body concrete slab 30 and 40 in conjunction with described girder steel 10 according to the preferred embodiment of the invention.Girder steel 10 is made by the corrugated steel 20 with even vertical waveform pleat, but not plain plate.
As shown in Figure 3, the steel plate that forms the web of girder steel 10 is in the present invention made by the corrugated steel 20 with vertical waveform pleat.In the preferred embodiment of the present invention, although corrugated sheet steel 20 is expressed as the trapezoidal shape with predetermined angular in the drawings, the waveform of steel plate 20 is not limited to trapezoidal shape, and can be sinusoidal waveforms, or other waveform.
In girder steel 10, the upside and the downside of corrugated steel 20 have special construction, and be so that make concrete slab 30 and 40 combination with it up and down, as described below.In other words, as shown in Figure 3, girder steel 10 has many through holes 21 at the upside of girder steel 10, and the upside of described girder steel embeds to be gone up in the concrete slab 30.Many binding reinforcements with predetermined length pass hole 21 in the horizontal direction of girder steel 10.Embed the downside of the girder steel 10 of concrete slab 40 down and have the through hole 21 identical, and binding reinforcement 22 passes described hole 21 with above-mentioned hole 21.
When the downside of girder steel 10 embedded down concrete slab 40, because reinforcing bar 22 embeds concrete slab 40 down, girder steel 10 was securely in conjunction with described concrete slab 40 down.Identical with the downside of girder steel 10, binding reinforcement 22 embeds to be gone up concrete slab 30 and makes the upside of girder steel 10 securely in conjunction with last concrete slab 30.
In the present invention, the tendon that is independent of described reinforcing bar is installed in down in the concrete slab 40 so that prestressing force is applied on the described hybrid beam.More specifically, after concrete slab 40 and tendon 42 were placed in the sheath 41 under sheath 41 embeds, tendon 42 was stretched and fixes and strengthen described hybrid beam thus so that described tensile force is applied to down concrete slab 40.
Upper and lower concrete slab 30 and 40 can be placed on job site and can combining with girder steel 10, perhaps can be divided into several sub-concrete slabs and combines with girder steel in advance with method for prefabricating in factory.
As mentioned above, in the present invention, make by corrugated steel 20 in conjunction with the web of the girder steel 10 of concrete slab 30 up and down and 40.Because the cross-sectional structure of corrugated steel 20 make the girder steel of being made by corrugated steel 20 10 have big section coefficient, so girder steel 10 promptly in short transverse, has high bending in vertical direction.
As mentioned above, the upside of girder steel 10 combine with last concrete slab and the downside of girder steel 10 and situation that following concrete slab combines under, if girder steel 10 is constructed with the web of being made by simple plales, as in Ah's conventional art, then the web of girder steel 10 serves as a pillar.Thus, when the vertical load that applies above predetermined extent, described web bending causes girder steel 10 sizable distortion.
Yet, in the present invention,, increase the cross section rigidity thus because the web of girder steel 10 is made by corrugated steel 20, even when web serves as a pillar, the web of girder steel 10 also has strong bending resistance.Therefore, according to the present invention, even also can prevent the bending of high web.According to the present invention, compare with conventional art, can reduce the cost of building bridge and manpower and improve the economic worth of building bridge.
Especially, because the web of girder steel 10 does not embed independent concrete,, can alleviate the weight of girder steel, and be useful for long bridge thus with respect to conventional concrete beam (Prestressed Concrete I Beams).
And because tendon 42 places down in the concrete slab 40 to apply tensile force, the resistance of hybrid beam is further strengthened.
Fig. 4 a and 4b are lateral views according to the preferred embodiment of the invention, and it schematically shows relatively long hybrid beam step by step and is divided into several sub-hybrid beams and is transported to that sub-hybrid beam after the job site connects and the process of their assemblings in factory.
For example, may make hardly have 50m or more large span single hybrid beam and it is transported to the job site.Yet according to the present invention, single long hybrid beam is divided into several sub-hybrid beams in factory, and described sub-hybrid beam is convenient to be transported to the job site.The sub-hybrid beam that is transported is connected to each other at the construction field (site) and is assembled into the hybrid beam of long span thus easily.
Fig. 4 a and 4b illustrate an embodiment of hybrid beam, and the hybrid beam that it is divided into three sub-hybrid beams and is assembled into a long span again, Fig. 5 a and 5b are the schematic cross sectional view along A-A among Fig. 4 b and the intercepting of B-B line.As shown in the figure, at first a hybrid beam is divided into several sub-hybrid beams, and each the sub-hybrid beam with above-mentioned corrugated web is made in factory.
The sub-hybrid beam of making is transported to the job site, and the web of each sub-hybrid beam connects by bolt, welding or similar item and is assembled into an independent complete hybrid beam thus.After this, concrete is placed in the coupling part of the upper and lower concrete slab between the corresponding sub-hybrid beam at the construction field (site), so that finish single hybrid beam.For this purpose, in the coupling part of each sub-hybrid beam, the corrugated steel 20 that constitutes the girder steel of sub-hybrid beam need comprise the protruding 20a that exceeds concrete slab 30 up and down and 40.
Like this, the junction between sub-hybrid beam, protruding 20a is formed with bolt hole and is connected to each other by add connection steel plate 70 between them.The tendon of concrete slab 40 connects placing down, connect sheath 43 and be placed between the sub-hybrid beam so that described connection sheath connects fully and the whole hybrid beam of extend through, and described tendon inserts the sheath that connects.Concrete is placed between sub-hybrid beam and is solidified then, and by applying the fixing described tendon of tensile force, play thus concrete slab on the whole hybrid beam of finishing by prestressing.Fig. 4 a is shown schematically in the fixedly process of tendon 42 of the hybrid beam side of finishing with arrow.
As mentioned above, the hybrid beam of making by connexon hybrid beam on the ground is placed on the pier base of bridge pier and the upper flat plate concrete is placed and solidifies and finishes a bridge block thus.
As mentioned above, increased its section coefficient thus,, mixed depth of beam thus and can be increased to limit safely above the conventional hybrid beam so hybrid beam has strong bending resistance because the web of girder steel 10 has corrugated steel 20 to make.
In addition, according to the present invention, because the weight ratio conventional hybrid beam of described hybrid beam is light, so can build longer bridge.
Especially, because described tendon is placed into down in the concrete slab 40 so that apply prestressing force to hybrid beam, so increase according to the bending resistance of hybrid beam of the present invention.
In addition, because by according to its operation relative long hybrid beam being cut apart and in factory, being made, and be transported to the job site and easily assemble at this place, can alleviate the work of making complete hybrid beam, the quality of hybrid beam can be improved, and described hybrid beam can be produced economically.
Although be the open the preferred embodiments of the present invention of the purpose of explaining, those of ordinary skills will be understood that and do not breaking away under the disclosed scope of the invention of appended claims and the aim situation, can make various modifications, additional and alternative.
Claims (3)
1. stressed concrete mixed beam with corrugated steel web comprises:
Girder steel; And
The upper and lower concrete slab that combines with the upside and the downside of described girder steel;
Wherein said steel beam web plate is made by the corrugated steel of the even corrugated pleat that the vertical direction that has at described beam forms, to increase bending resistance, described girder steel is formed with through hole at upside and downside, and a plurality of binding reinforcement along continuous straight runs insert described through hole and embed upper and lower concrete slab, so that girder steel and concrete slab combination integrally up and down.
2. stressed concrete mixed beam as claimed in claim 1 wherein imposes tensile force in the following concrete slab that a tendon is placed into described girder steel combines and with the post-tensioned method, so that stressed concrete mixed beam is applied prestressing force.
3. stressed concrete mixed beam as claimed in claim 1, wherein the concrete hybrid beam is divided into several sub-hybrid beams in factory, described sub-hybrid beam is transported to the job site, and the projection that connects described corrugated steel web by welding or bolt is connected to each other, and at the construction field (site) concrete is placed between the coupling part of upper and lower concrete slab and solidifies and finish described hybrid beam.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR43548/04 | 2004-06-14 | ||
| KR1020040043548 | 2004-06-14 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1715586A true CN1715586A (en) | 2006-01-04 |
| CN100432348C CN100432348C (en) | 2008-11-12 |
Family
ID=35821712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100080276A Expired - Fee Related CN100432348C (en) | 2004-06-14 | 2005-02-07 | Prestress mixed beam with concrete plate and corrugate steel web beam |
Country Status (2)
| Country | Link |
|---|---|
| KR (1) | KR100609304B1 (en) |
| CN (1) | CN100432348C (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101798856A (en) * | 2010-04-07 | 2010-08-11 | 湖南大学 | Steel-concrete combined beam and construction method thereof |
| CN101831866A (en) * | 2010-05-11 | 2010-09-15 | 天津市市政工程设计研究院 | Steel-concrete joint section structure of beams |
| CN102561202A (en) * | 2012-02-15 | 2012-07-11 | 中南大学 | Construction method of preloaded and prestressed bridge |
| CN103216034A (en) * | 2013-04-19 | 2013-07-24 | 北京工业大学 | Assembled prestressed corrugated web occlusion steel girder |
| CN103866684A (en) * | 2014-04-08 | 2014-06-18 | 湖南大学 | Corrugated steel web combination ribbed beam and construction process thereof |
| CN103882797A (en) * | 2014-04-08 | 2014-06-25 | 西安公路研究院 | Composite corrugated steel web box girder and construction technology thereof |
| CN107869116A (en) * | 2017-10-19 | 2018-04-03 | 四川双铁科技有限公司 | A kind of light-weight thermal-insulating and sound-insulating batten and preparation method thereof |
| CN111997193A (en) * | 2020-07-27 | 2020-11-27 | 河北工业大学 | Assembly type prefabricated beam column connecting joint and construction method |
| CN112726956A (en) * | 2020-12-30 | 2021-04-30 | 深圳市市政设计研究院有限公司 | Prestressed corrugated steel web-concrete composite beam and construction method thereof |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100819837B1 (en) * | 2006-06-28 | 2008-04-07 | 신대철 | Structure which combined corrugated steel plate web and concrete with stud |
| KR101221161B1 (en) | 2011-05-31 | 2013-01-10 | 우혁근 | Wall Structure having Half-slab Precast Panel and Constructing Method thereof |
| KR101127362B1 (en) | 2011-10-25 | 2012-03-29 | 이종수 | Composite structural member of corrugated steel web and concrete member |
| US9464437B1 (en) | 2015-12-09 | 2016-10-11 | Naji Mohammed Al-Failkawi | Precast I-beam concrete panels |
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| US3260024A (en) * | 1962-05-02 | 1966-07-12 | Greulich Gerald Gregory | Prestressed girder |
| LU48918A1 (en) * | 1965-05-21 | 1965-08-25 | ||
| US4115971A (en) * | 1977-08-12 | 1978-09-26 | Varga I Steven | Sawtooth composite girder |
| BE904131A (en) * | 1986-01-29 | 1986-05-15 | Entpr S Sbbm Et Six Construct | PROCESS FOR PRODUCING BEAMS COMPRISING STEEL AND CONCRETE BEAMS AND BEAMS OBTAINED ACCORDING TO THIS PROCESS. |
| JP2955372B2 (en) * | 1990-12-27 | 1999-10-04 | 株式会社竹中工務店 | Composite beams and beams |
| JP2667129B2 (en) * | 1995-04-07 | 1997-10-27 | 株式会社ピー・エス | Steel / concrete composite girder |
| JP3410368B2 (en) * | 1998-06-29 | 2003-05-26 | 株式会社ピーエス三菱 | Connection method of corrugated steel web girder |
| KR100274141B1 (en) * | 1998-09-28 | 2000-12-15 | 이무일 | Manufacturing method of preplex composite beem by divisional method |
| JP2001342612A (en) * | 2000-06-02 | 2001-12-14 | Akimitsu Kurita | Joining device for floor slab and web steel plate |
| JP2002030614A (en) * | 2000-07-18 | 2002-01-31 | Nippon Kokan Light Steel Kk | Corrugated steel plate for bridge |
| US6520706B1 (en) * | 2000-08-25 | 2003-02-18 | Lockheed Martin Corporation | Composite material support structures with sinusoidal webs and method of fabricating same |
| KR100442722B1 (en) * | 2001-08-08 | 2004-08-02 | (주)스틸엔콘크리트 | Pre-flexed beam and manufacturing method thereof |
| CN1212458C (en) * | 2002-09-04 | 2005-07-27 | 朴在满 | PSSC combined beam |
| KR100462291B1 (en) * | 2002-10-29 | 2004-12-23 | 주식회사 동성엔지니어링 | Apparatus for connecting reinforcing bars by just one step |
| CN2606144Y (en) * | 2003-04-08 | 2004-03-10 | 东南大学 | Structural beam with steel section and concrete combination |
-
2005
- 2005-02-07 CN CNB2005100080276A patent/CN100432348C/en not_active Expired - Fee Related
- 2005-05-24 KR KR1020050043548A patent/KR100609304B1/en not_active IP Right Cessation
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101798856A (en) * | 2010-04-07 | 2010-08-11 | 湖南大学 | Steel-concrete combined beam and construction method thereof |
| CN101798856B (en) * | 2010-04-07 | 2012-04-25 | 湖南大学 | Steel-concrete combined beam and construction method thereof |
| CN101831866A (en) * | 2010-05-11 | 2010-09-15 | 天津市市政工程设计研究院 | Steel-concrete joint section structure of beams |
| CN102561202A (en) * | 2012-02-15 | 2012-07-11 | 中南大学 | Construction method of preloaded and prestressed bridge |
| CN103216034A (en) * | 2013-04-19 | 2013-07-24 | 北京工业大学 | Assembled prestressed corrugated web occlusion steel girder |
| CN103216034B (en) * | 2013-04-19 | 2015-01-07 | 北京工业大学 | Assembled prestressed corrugated web occlusion steel girder |
| CN103866684A (en) * | 2014-04-08 | 2014-06-18 | 湖南大学 | Corrugated steel web combination ribbed beam and construction process thereof |
| CN103882797A (en) * | 2014-04-08 | 2014-06-25 | 西安公路研究院 | Composite corrugated steel web box girder and construction technology thereof |
| CN103882797B (en) * | 2014-04-08 | 2015-11-04 | 西安公路研究院 | A kind of corrugated steel web plate composite box girder and construction technology thereof |
| CN107869116A (en) * | 2017-10-19 | 2018-04-03 | 四川双铁科技有限公司 | A kind of light-weight thermal-insulating and sound-insulating batten and preparation method thereof |
| CN111997193A (en) * | 2020-07-27 | 2020-11-27 | 河北工业大学 | Assembly type prefabricated beam column connecting joint and construction method |
| CN112726956A (en) * | 2020-12-30 | 2021-04-30 | 深圳市市政设计研究院有限公司 | Prestressed corrugated steel web-concrete composite beam and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| KR100609304B1 (en) | 2006-08-03 |
| CN100432348C (en) | 2008-11-12 |
| KR20060046151A (en) | 2006-05-17 |
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Granted publication date: 20081112 Termination date: 20100207 |