CN103590377A - Steel arch-gate making corrugated web type structural steel as main beams - Google Patents
Steel arch-gate making corrugated web type structural steel as main beams Download PDFInfo
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- CN103590377A CN103590377A CN201310561047.0A CN201310561047A CN103590377A CN 103590377 A CN103590377 A CN 103590377A CN 201310561047 A CN201310561047 A CN 201310561047A CN 103590377 A CN103590377 A CN 103590377A
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- wave web
- grider
- web
- steel
- gate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 28
- 239000010959 steel Substances 0.000 title claims abstract description 28
- 229910000746 Structural steel Inorganic materials 0.000 title 1
- 238000003466 welding Methods 0.000 claims description 6
- 239000007787 solid Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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Abstract
本发明公开了一种用波腹型钢做主梁的弧形钢闸门，在弧形面板的背水一侧焊接有波纹腹板支撑梁；波纹腹板支撑梁的腹板为多个弧形或者多个折线形组合而成的波纹腹板。本发明采用波纹梁作为闸门的支撑梁，可以提高了对弧形面板的支撑强度和惯性矩，而且波纹梁的在闸板上的深度（高度）可以根据实际受力情况调节，在同样强度要求情况下，可以大量减少支撑梁的使用量和使用密度，不再需要支撑肋筋的辅助作用。从而可以极大地降低施工量和施工强度，大量节约钢材使用量。
The invention discloses an arc-shaped steel gate with antinode steel as the main girder. A corrugated web support beam is welded on the backwater side of the arc-shaped panel; the webs of the corrugated web support beam are multiple arcs or multiple Corrugated web made of broken lines. The present invention adopts the corrugated beam as the supporting beam of the gate, which can improve the support strength and moment of inertia for the arc-shaped panel, and the depth (height) of the corrugated beam on the gate plate can be adjusted according to the actual stress situation, and the same strength requirement In some cases, the amount and density of supporting beams can be greatly reduced, and the auxiliary function of supporting ribs is no longer needed. Thus, the construction volume and construction intensity can be greatly reduced, and a large amount of steel consumption can be saved.
Description
Technical field
The present invention relates to hydraulic engineering gate technical field, relate in particular to the improvement structure that a kind of girder to Segment gate adopts corrugated web.
Background technology
Existing Segment gate comprises curved panel and brace summer, and wherein brace summer is many row's structures.Because brace summer is for for i iron, and be arranged in parallel between adjacent supports beam, the curved panel intensity between adjacent beams a little less than, need the brace summer of higher density, more many processing capacities and the steel of having increased of brace summer quantity.For improving the bonding strength between brace summer and curved panel, need between each brace summer and curved panel, adopt the support rib of many vertical weldings to be connected, greatly increased working strength, and the welding precision that respectively supports rib is had relatively high expectations, difficulty of processing is large, manufacturing cost is high, large from weight, consumes steel enormous amount.
Summary of the invention
The object of this invention is to provide a kind of Segment gate of doing girder with antinode shaped steel, for improving curved panel intensity, reduce density and the quantity of support beam structure, thereby when improving or keeping original requirement of strength, cut down finished cost and labour intensity as far as possible.
For achieving the above object, the present invention adopts following technical scheme: a kind of steel arch-gate of making girder of antinode shaped steel, comprises that curved panel and solid welding are at least two arc brace summers of curved panel land side; Described arc brace summer is sinusoidal wave web grider, or is trapezoidal wave web grider; Described sinusoidal wave web grider or comprise upper flange, lower wing plate and web for trapezoidal wave web grider; The web of sinusoidal wave web grider is sinusoidal wave web, and the web of trapezoidal wave web grider is trapezoidal wave web; At the land side of curved panel two auxiliary beams of solid welding at least, auxiliary beam is with described sinusoidal wave web grider or trapezoidal wave web grider is vertical is connected, at least four vertical tie point positions, be fixed with respectively fork, on same sinusoidal wave web grider or trapezoidal wave web grider, fixing two or two ends with upper pendulum bar cross and are fixed together, this end crossing is hinged on base by bearing pin, and the land side of steel arch-gate comprises two ends that cross and two bases.
The upper flange of described sinusoidal wave web grider or trapezoidal wave web grider and lower wing plate are linear pattern, or are shaped form, or fold-line-shaped, the parallel distribution of adjacent corrugations web shaped steel or be interspersed or symmetrical.
The invention has the beneficial effects as follows:
1, the present invention adopts sinusoidal wave web grider or trapezoidal wave web grider as the brace summer of Segment gate, upper flange and the lower wing plate of sinusoidal wave web grider or trapezoidal wave web grider mate with curved panel, so, sinusoidal wave web grider or trapezoidal wave web grider are when keeping arc-shaped bend, its web is sinusoidal wave web or trapezoidal wave web, thereby brace summer has Curve Design in horizontal and bus, thereby has improved self intensity and the support strength to curved panel, and has improved moment of inertia.
2, with respect to existing common Segment gate, the present invention no longer needs to support the booster action of rib, can reduce in a large number the use amount of brace summer and use density.
3, the degree of depth on flashboard (highly) of corrugated beams can regulate according to actual loading situation, in same requirement of strength situation, can greatly reduce construction volume and construction intensity, a large amount of saving steel use amounts.
Accompanying drawing explanation
Fig. 1 is the Segment gate perspective view that the present invention adopts sinusoidal wave web grider;
Fig. 2 is the sectional perspective structural representation of Fig. 1;
Fig. 3 is the Facad structure schematic diagram of Fig. 2;
Fig. 4 is the A-A cross-sectional view of Fig. 3;
Fig. 5 is the B-B cross-sectional view of Fig. 4;
Fig. 6 is the Segment gate Facad structure schematic diagram that the present invention adopts trapezoidal wave web grider.
Number in the figure 1 is curved panel, and 2a is sinusoidal wave web grider, and 2b is trapezoidal wave web grider, and 3 is auxiliary beam, and 4 is fork, and 5a is sinusoidal wave web, and 5b is trapezoidal wave web.
the specific embodiment:
Below in conjunction with accompanying drawing, the invention will be further described.
Embodiment 1: the first is made the steel arch-gate of girder of antinode shaped steel, referring to Fig. 1-Fig. 5, in backwater one side of curved panel 1, is welded with the sinusoidal wave web grider 2a of one deck.This sine wave web grider 2a comprises upper flange and lower wing plate, and web.Fig. 3 and Fig. 5 can find out, this web is sinusoidal wave web 5a.Because corrugated web provides balanced support strength, so without in web side, support rib being set again.
In Fig. 1, for driving the fork 4 of steel arch-gate motion to be fixed on sinusoidal wave web grider 2a or auxiliary beam 3.
Embodiment 2: the second is made the steel arch-gate of girder of antinode shaped steel, referring to Fig. 6, content is substantially the same manner as Example 1, and something in common does not repeat, different: backwater one side at curved panel 1 is welded with one deck trapezoidal wave web grider 2b, and the web of trapezoidal wave web grider 2b is trapezoidal wave web 5b.
Embodiment 3: the third makes the steel arch-gate of girder of antinode shaped steel, accompanying drawing is not drawn, content is substantially the same manner as Example 1, something in common does not repeat, different: the upper flange of described sinusoidal wave web grider or trapezoidal wave web grider and lower wing plate are linear pattern, or be shaped form, or fold-line-shaped, the parallel distribution of adjacent corrugations web shaped steel or be interspersed or symmetrical.Thereby, the curvature of horizontal, longitudinal and vertical three directions that brace summer has, self support strength is very high, and Area of bearing is larger, thus can reduce brace summer quantity and processing capacity as far as possible.
Claims (2)
1. of antinode shaped steel, make a steel arch-gate for girder, comprise that curved panel and solid welding are at least two arc brace summers of curved panel land side; It is characterized in that: described arc brace summer is sinusoidal wave web grider, or be trapezoidal wave web grider; Described sinusoidal wave web grider or comprise upper flange, lower wing plate and web for trapezoidal wave web grider; The web of sinusoidal wave web grider is sinusoidal wave web, and the web of trapezoidal wave web grider is trapezoidal wave web; At the land side of curved panel two auxiliary beams of solid welding at least, auxiliary beam is with described sinusoidal wave web grider or trapezoidal wave web grider is vertical is connected, at least four vertical tie point positions, be fixed with respectively fork, on same sinusoidal wave web grider or trapezoidal wave web grider, fixing two or two ends with upper pendulum bar cross and are fixed together, this end crossing is hinged on base by bearing pin, and the land side of steel arch-gate comprises two ends that cross and two bases.
2. the steel arch-gate of making girder of antinode shaped steel according to claim 1, it is characterized in that: the upper flange of described sinusoidal wave web grider or trapezoidal wave web grider and lower wing plate are linear pattern, or be shaped form, or fold-line-shaped, the parallel distribution of adjacent corrugations web shaped steel or be interspersed or symmetrical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310561047.0A CN103590377B (en) | 2013-11-13 | 2013-11-13 | The steel arch-gate of girder is made of antinode shaped steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310561047.0A CN103590377B (en) | 2013-11-13 | 2013-11-13 | The steel arch-gate of girder is made of antinode shaped steel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103590377A true CN103590377A (en) | 2014-02-19 |
| CN103590377B CN103590377B (en) | 2016-01-06 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310561047.0A Expired - Fee Related CN103590377B (en) | 2013-11-13 | 2013-11-13 | The steel arch-gate of girder is made of antinode shaped steel |
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| Country | Link |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130566A (en) * | 2017-06-19 | 2017-09-05 | 中国电建集团贵阳勘测设计研究院有限公司 | Small-opening integrally-cast down-the-hole arc door |
| CN108018833A (en) * | 2017-12-05 | 2018-05-11 | 中国电建集团贵阳勘测设计研究院有限公司 | Small-hole integrally-cast surface hole arc door |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE8600280U1 (en) * | 1986-01-08 | 1986-02-27 | Spelten, Hans, 4054 Nettetal | Profile bar |
| US6976343B2 (en) * | 2003-04-24 | 2005-12-20 | Mcgushion Kevin D | Compressive flange sinusoidal structural member |
| CN201040897Y (en) * | 2007-05-22 | 2008-03-26 | 同济大学 | Special anti-buckling web H-beam |
| CN201151971Y (en) * | 2008-01-17 | 2008-11-19 | 同济大学 | Special type sinusoid corrugated web H profiled bar |
| CN202000318U (en) * | 2010-12-30 | 2011-10-05 | 中国水电顾问集团昆明勘测设计研究院 | Quake-proof radial gate of main longitudinal beam high head |
| CN202380448U (en) * | 2011-12-20 | 2012-08-15 | 中国水电顾问集团成都勘测设计研究院 | Cambered service gate |
| CN202688965U (en) * | 2012-08-02 | 2013-01-23 | 中国水电顾问集团贵阳勘测设计研究院 | Ultra-large down-the-hole arc-shaped water gate |
| CN203594003U (en) * | 2013-11-13 | 2014-05-14 | 华北水利水电大学 | Steel arch gate with girder made of antinode steel |
-
2013
- 2013-11-13 CN CN201310561047.0A patent/CN103590377B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE8600280U1 (en) * | 1986-01-08 | 1986-02-27 | Spelten, Hans, 4054 Nettetal | Profile bar |
| US6976343B2 (en) * | 2003-04-24 | 2005-12-20 | Mcgushion Kevin D | Compressive flange sinusoidal structural member |
| CN201040897Y (en) * | 2007-05-22 | 2008-03-26 | 同济大学 | Special anti-buckling web H-beam |
| CN201151971Y (en) * | 2008-01-17 | 2008-11-19 | 同济大学 | Special type sinusoid corrugated web H profiled bar |
| CN202000318U (en) * | 2010-12-30 | 2011-10-05 | 中国水电顾问集团昆明勘测设计研究院 | Quake-proof radial gate of main longitudinal beam high head |
| CN202380448U (en) * | 2011-12-20 | 2012-08-15 | 中国水电顾问集团成都勘测设计研究院 | Cambered service gate |
| CN202688965U (en) * | 2012-08-02 | 2013-01-23 | 中国水电顾问集团贵阳勘测设计研究院 | Ultra-large down-the-hole arc-shaped water gate |
| CN203594003U (en) * | 2013-11-13 | 2014-05-14 | 华北水利水电大学 | Steel arch gate with girder made of antinode steel |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130566A (en) * | 2017-06-19 | 2017-09-05 | 中国电建集团贵阳勘测设计研究院有限公司 | Small-opening integrally-cast down-the-hole arc door |
| CN108018833A (en) * | 2017-12-05 | 2018-05-11 | 中国电建集团贵阳勘测设计研究院有限公司 | Small-hole integrally-cast surface hole arc door |
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| Publication number | Publication date |
|---|---|
| CN103590377B (en) | 2016-01-06 |
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