CN102864746A - Bearing frame for bridge construction - Google Patents
Bearing frame for bridge construction Download PDFInfo
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- CN102864746A CN102864746A CN2012103465389A CN201210346538A CN102864746A CN 102864746 A CN102864746 A CN 102864746A CN 2012103465389 A CN2012103465389 A CN 2012103465389A CN 201210346538 A CN201210346538 A CN 201210346538A CN 102864746 A CN102864746 A CN 102864746A
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- steel pipe
- bearing frame
- supporting bar
- bridge construction
- pipe post
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Abstract
The invention discloses a bearing frame for bridge construction. The bearing frame in the prior art has the problems that the load endured by a unit area is small, the mounting is complex, the reuse ratio is low and the construction cost is high. The bearing frame for the bridge construction comprises a plurality of horizontal supporting rods, a plurality of inclined supporting rods, a plurality of steel tube vertical columns and a plurality of supporting rod connector sets, wherein each steel tube vertical column is connected with the supporting rod connector sets at adjacent height of steel tube vertical columns along the front, rear, left and right four directions through the inclined supporting rods; only one set of the two sets of supporting rod connectors adjacent to each steel tube vertical column are connected with the inclined supporting rods; the supporting rod connector set on each steel tube vertical column is connected with the supporting rod connector set as high as the adjacent steel tube vertical column through the horizontal supporting rods; and the crossed horizontal supporting rods are provided with bolt holes and are fixed through bolts. The bearing frame for the bridge construction has the advantages of big load endured by the unit area, strong generality, high reuse ratio, more safe and reliable property, and convenience in mounting and dismounting.
Description
Technical field
The invention belongs to building field, relate in particular to a kind of bridge construction bearing frame.
Background technology
It is in the majority that Steel Bridge is generally large span multistage beam.The beam segment base of Steel Bridge originally all is transported to the fabricating yard after produce in factory is finished, and is lifted into the position of designing requirement.But in this process, the beam section of Steel Bridge will be shelved on first on the temporary support with the similar position of permanent buttress, the beam section of Steel Bridge is welded into integral body after in place on the temporary support, then remove temporary support Steel Bridge beam section is dropped on the permanent buttress reposefully.Temporary support plays important system conversion temporary support in this process.Therefore temporary support will satisfy certain technical requirements.Each have their own advantages such as several temporary supports that use in the existing engineering such as single steel pipe frame, gate-type steel pipe frame, welding big steel pipe lattice frame, but all have certain defective as the Steel Bridge temporary support:
1, single steel pipe frame: single steel pipe frame is to be formed by thousands of single steel pipe spellings.Its advantage is applied widely, highly versatile, and repeat usage is high preferably economy.But the work period of its assembling and disassembling is long, and labour intensity is large, and the load that unit area can be born is little, can not use as the temporary support of Steel Bridge.
2, gate-type steel pipe frame: the gate-type steel pipe frame is assembled by sheet gate-type steel pipe.Its advantage of its advantage is applied widely, highly versatile, and repeat usage is high preferably economy, and the work period of assembling and disassembling is shorter.But its labour intensity is large, and the load that installation complexity and unit area can be born is little, should not use as the temporary support of Steel Bridge.
3, welding big steel pipe lattice bracing frame: welding big steel pipe lattice bracing frame is welded into the lattice post by some big steel pipes, angle steel or channel-section steel spelling.Its advantage is that the unit area load that can bear is large, and the temporary support that can be used as Steel Bridge uses.But its assembling and disassembling work outfit is more, the working level trouble, and versatility and the scope of application are wideless, and the low economy of repeat usage is unreasonable, so that construction costs increases.
Summary of the invention
A kind of bridge construction of the present invention comprises many horizontal support bars with bearing frame, many inclined support bars, many steel pipe posts, a plurality of supporting bar connector groups, the adjacent height of steel pipe post on every steel pipe post and the four direction all around the supporting bar connector group be connected by inclined support bar, only have one group to be connected with inclined support bar in the adjacent two groups of supporting bar connectors of each root steel pipe post, supporting bar connector group on every steel pipe post is connected by horizontal support bar with the supporting bar connector group of adjacent steel pipe post equal altitudes, have bolt hole on the horizontal support bar that wherein intersects, and be bolted.
Described horizontal support bar is made by channel-section steel, and two ends have a plurality of bolts hole;
Described inclined support bar comprises the body of rod and body of rod joint, and rod body material is channel-section steel, and body of rod joint one end is fixedly connected on the body of rod, and the other end drift angle of body of rod joint is a right angle and has a plurality of bolts hole;
The two ends of described steel pipe post all are provided with reinforcing rib, and steel pipe post connects by flange on the vertical direction, and the bottom of steel pipe post is provided with adjusting post;
Described supporting bar connector group is comprised of eight supporting bar connectors, and adjacent two supporting bar connectors are orthogonal.Supporting bar connector is made by the steel plate that has a plurality of bolts hole.
Beneficial effect: the load that unit area of the present invention can be born is large, can satisfy again applied widely, highly versatile, repeat usage is high, and higher economy is arranged, safety and reliability, and the work of assembling and disassembling is convenient, fast.
Description of drawings
Fig. 1 is the front view of steelframe block construction schematic diagram of the present invention;
Fig. 2 is the top view of structural representation of the present invention;
Fig. 3 is the structural representation of horizontal support bar of the present invention;
Fig. 4 is the structural representation of inclined support bar of the present invention;
Fig. 5 is supporting bar connector group schematic diagram of the present invention.
The specific embodiment
Such as Fig. 1, shown in Figure 2, a kind of bridge construction of the present invention comprises many horizontal support bars 1 with bearing frame, many inclined support bars 2, many steel pipe posts 3, a plurality of supporting bar connector groups 4, steel pipe post 3 adjacent height on every steel pipe post 3 and the four direction all around supporting bar connector group 4 be connected by inclined support bar 2, only have one group to be connected with inclined support bar 2 in the adjacent two groups of supporting bar connectors of each root steel pipe post 3, supporting bar connector group 4 on every steel pipe post 3 is connected by horizontal support bar 1 with the supporting bar connector group 4 of adjacent steel pipe post 3 equal altitudes, 1 has bolt hole on the horizontal support bar that wherein intersects, and is bolted.
As shown in Figure 3, described horizontal support bar 1 is made by channel-section steel, and two ends have a plurality of bolts hole;
As shown in Figure 4, described inclined support bar comprises the body of rod 5 and body of rod joint 6, and the body of rod 5 materials are channel-section steel, and body of rod joint 5 one ends are fixedly connected on the body of rod 5, and the other end drift angle of body of rod joint is a right angle and has a plurality of bolts hole;
The two ends of described steel pipe post 3 all are provided with reinforcing rib, connect by flange between the steel pipe post 3 on the vertical direction, and the bottom of steel pipe post is provided with adjusting post 7;
As shown in Figure 5, described supporting bar connector group 4 is comprised of eight supporting bar connectors, and adjacent two supporting bar connectors are orthogonal.Supporting bar connector is made by the steel plate that has a plurality of bolts hole.
Claims (5)
1. bridge construction bearing frame, it is characterized in that: comprise many horizontal support bars, many inclined support bars, many steel pipe posts, a plurality of supporting bar connector groups, the adjacent height of steel pipe post on every steel pipe post and the four direction all around the supporting bar connector group be connected by inclined support bar, only have one group to be connected with inclined support bar in the adjacent two groups of supporting bar connectors of each root steel pipe post, supporting bar connector group on every steel pipe post is connected by horizontal support bar with the supporting bar connector group of adjacent steel pipe post equal altitudes, have bolt hole on the horizontal support bar that wherein intersects, and be bolted.
2. bridge construction bearing frame according to claim 1, it is characterized in that: described horizontal support bar is made by channel-section steel, and two ends have a plurality of bolts hole.
3. bridge construction bearing frame according to claim 1, it is characterized in that: described inclined support bar comprises the body of rod and body of rod joint, rod body material is channel-section steel, and body of rod joint one end is fixedly connected on the body of rod, and the other end drift angle of body of rod joint is a right angle and has a plurality of bolts hole.
4. bridge construction bearing frame according to claim 1, it is characterized in that: the two ends of described steel pipe post all are provided with reinforcing rib, and steel pipe post connects by flange on the vertical direction, and the bottom of steel pipe post is provided with adjusting post.
5. bridge construction bearing frame according to claim 1, it is characterized in that: described supporting bar connector group is comprised of eight supporting bar connectors, adjacent two supporting bar connectors are orthogonal, and supporting bar connector is made by the steel plate that has a plurality of bolts hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012103465389A CN102864746A (en) | 2012-09-18 | 2012-09-18 | Bearing frame for bridge construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012103465389A CN102864746A (en) | 2012-09-18 | 2012-09-18 | Bearing frame for bridge construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102864746A true CN102864746A (en) | 2013-01-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012103465389A Pending CN102864746A (en) | 2012-09-18 | 2012-09-18 | Bearing frame for bridge construction |
Country Status (1)
| Country | Link |
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| CN (1) | CN102864746A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105568860A (en) * | 2015-12-31 | 2016-05-11 | 广西路桥工程集团有限公司 | Temporary pier construction method adopting assembled heavy steel pipe supporting device |
| CN108517889A (en) * | 2018-05-23 | 2018-09-11 | 中建电力建设有限公司 | Steam turbine bedplate construction method and construction device |
| CN110745707A (en) * | 2019-11-02 | 2020-02-04 | 中铁七局集团有限公司 | Lifting device for dismantling fabricated support of concrete cast-in-place beam close to railway side |
| CN113005901A (en) * | 2021-02-05 | 2021-06-22 | 广西名嘉钢结构工程有限公司 | Bridge arch construction supporting structure |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2556365A1 (en) * | 1975-12-15 | 1977-06-23 | Peiner Masch Schrauben | Rectangular plan demountable transportable lattice support tower - with end connecting heads on vertical bars detachably joining struts and bays |
| KR20070079086A (en) * | 2007-07-23 | 2007-08-03 | (주) 대산개발 | Method of bent construction for temporary bridge |
| CN101372864A (en) * | 2007-08-22 | 2009-02-25 | 卢兴明 | Multi-direction centralized connection type composed scaffold |
| CN201678947U (en) * | 2010-03-18 | 2010-12-22 | 王云剑 | Bracket system for viaduct projects |
| CN201826258U (en) * | 2010-08-16 | 2011-05-11 | 北京市新发京建工贸有限公司 | Steel support buttress fixing device |
| CN102261043A (en) * | 2011-07-08 | 2011-11-30 | 中铁大桥局股份有限公司 | Assembled steel pipe upright post system |
| CN202139542U (en) * | 2011-06-27 | 2012-02-08 | 中交物产集团有限公司 | Combined universal bearing rack |
| CN202913356U (en) * | 2012-09-18 | 2013-05-01 | 浙江国盛钢结构有限公司 | Load-bearing frame for bridge construction |
-
2012
- 2012-09-18 CN CN2012103465389A patent/CN102864746A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2556365A1 (en) * | 1975-12-15 | 1977-06-23 | Peiner Masch Schrauben | Rectangular plan demountable transportable lattice support tower - with end connecting heads on vertical bars detachably joining struts and bays |
| KR20070079086A (en) * | 2007-07-23 | 2007-08-03 | (주) 대산개발 | Method of bent construction for temporary bridge |
| CN101372864A (en) * | 2007-08-22 | 2009-02-25 | 卢兴明 | Multi-direction centralized connection type composed scaffold |
| CN201678947U (en) * | 2010-03-18 | 2010-12-22 | 王云剑 | Bracket system for viaduct projects |
| CN201826258U (en) * | 2010-08-16 | 2011-05-11 | 北京市新发京建工贸有限公司 | Steel support buttress fixing device |
| CN202139542U (en) * | 2011-06-27 | 2012-02-08 | 中交物产集团有限公司 | Combined universal bearing rack |
| CN102261043A (en) * | 2011-07-08 | 2011-11-30 | 中铁大桥局股份有限公司 | Assembled steel pipe upright post system |
| CN202913356U (en) * | 2012-09-18 | 2013-05-01 | 浙江国盛钢结构有限公司 | Load-bearing frame for bridge construction |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105568860A (en) * | 2015-12-31 | 2016-05-11 | 广西路桥工程集团有限公司 | Temporary pier construction method adopting assembled heavy steel pipe supporting device |
| CN108517889A (en) * | 2018-05-23 | 2018-09-11 | 中建电力建设有限公司 | Steam turbine bedplate construction method and construction device |
| CN110745707A (en) * | 2019-11-02 | 2020-02-04 | 中铁七局集团有限公司 | Lifting device for dismantling fabricated support of concrete cast-in-place beam close to railway side |
| CN113005901A (en) * | 2021-02-05 | 2021-06-22 | 广西名嘉钢结构工程有限公司 | Bridge arch construction supporting structure |
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Application publication date: 20130109 |