CN101886395A - Full-detachable-type single-wall steel hanging box - Google Patents
Full-detachable-type single-wall steel hanging box Download PDFInfo
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- CN101886395A CN101886395A CN 201010212198 CN201010212198A CN101886395A CN 101886395 A CN101886395 A CN 101886395A CN 201010212198 CN201010212198 CN 201010212198 CN 201010212198 A CN201010212198 A CN 201010212198A CN 101886395 A CN101886395 A CN 101886395A
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- detachable
- base plate
- suspension rod
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- hanging box
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Abstract
The invention discloses a full-detachable-type single-wall steel hanging box which comprises a wall body that can be connected by detachable combination; the wall body is internally connected with a truss overhanging beam, and is connected with a bottom plate in a detachable way; the bottom plate comprises a plurality of unit bottom plates which can be combined in a detachable way; a support beam is connected under the unit bottom plates; and a hanging rod is connected between the truss overhanging beam and the unit bottom plates in a detachable way. The single-wall steel hanging box adopts the structure of detachable bottom plates, and the bottom plates are connected with the truss overhanging beam by the hanging rod. When in use, the bottom plates are fixed and supported by the wall body, the support beam and the hanging rod, is not directly connected with a bearing platform, and can be disassembled from the bearing platform for recycling; and a hanging rod support structure is adopted, so that the structure is simplified, especially for the bearing platform with larger cross section. Therefore, the full-detachable-type single-wall steel hanging box can recycle the bottom plates, and reduces the using quantity of steel and the cost on the one hand; and the full-detachable-type single-wall steel hanging box leads the steel hanging box to have simple structure and to be conveniently assembled and disassembled by adopting a hanging rod connecting system on the other hand.
Description
Technical field
The invention belongs to the bridge construction member, be specifically related to a kind of single-arm steel hanging box.
Background technology
The steel box provides dry application worker condition by the feud concrete on steel box wall body and the base plate for bearing platform construction as the dash and the formwork structure of bearing platform construction.Existing steel box wall body is that a plurality of unit wallboard by dismantled and assembled combination connects and composes; The unit wallboard is connected with base plate is detachable; Base plate directly is connected with cushion cap, and base plate is non-removable, and when construction, the base plate of steel box can not recycle like this, and the baseboard material consumption is big, the cost height.
Summary of the invention
The object of the present invention is to provide a kind of full-detachable-type single-wall steel hanging box, to address the above problem.
Technical scheme of the present invention is: full-detachable-type single-wall steel hanging box, it comprises the dismantled and assembled wall body that is connected, and connects the truss outrigger in the wall body, and wall body and base plate are removably connected, base plate comprises a plurality of unit base plate of dismountable combination, the brace summer that a plurality of unit base plate connects down; The suspension rod that is removably connected between truss outrigger and the unit base plate.
Described base plate has clamped beam, and the suspension rod upper end is connected with the truss outrigger, and the suspension rod lower end is connected with clamped beam.
Two end faces between the described adjacent unit base plate are provided with the end face brace summer; Gapped between two end face brace summers.Two end face brace summers are divided into clamped beam.
Suspension rod passes the unit base plate from the gap between the adjacent unit base plate.
Described suspension rod comprises upper hanger and following suspension rod, is connected by connector between upper hanger and the following suspension rod, is provided with caging bolt between following suspension rod and the unit plate upper surface.
The present invention adopts the single-arm steel hanging box that can piece together the base arrangement of tearing open, is connected and fixed by suspension rod between base plate and the truss outrigger, and assembly unit connects dismantled and assembled combination between interior each member of single-arm steel hanging box.During use, base plate relies on wall body, brace summer and suspension rod fixed support, does not directly connect with cushion cap, can remove from cushion cap, reuse, adopt the suspension rod braced structures, make to simplify the structure, particularly for the bigger cushion cap in cross section, as monolithic rectangle cushion cap, planar dimension is 21.6m * 9.6m, and the cushion cap chamfering is 2.4m * 2.4m, highly is 3.0m.Can realize that base plate recycles on the one hand, reduce the consumption of steel, reduce cost; Adopt the suspension rod linked system to make that the steel box is simple in structure, easy accessibility on the other hand.
Description of drawings
Fig. 1 steel box of the present invention base plate, wall body and truss outrigger schematic top plan view.
Fig. 2 steel box of the present invention base plate, wall body and suspension rod elevational schematic view.
Fig. 3 base plate and clamped beam schematic diagram.
Amplify at Fig. 4 base plate and clamped beam structure enlarged diagram-Fig. 1 C place.
Fig. 5 Fig. 4 A-A cross-sectional schematic.
Fig. 6 suspension rod connection diagram.
Fig. 7 Fig. 6 B-B cross-sectional schematic.
Fig. 8 base plate and wall body connection diagram.
The specific embodiment
As shown in Figure 1, the dismantled and assembled wall body that is connected 1 by four kinds of unit wall bodies 1.1,1.2,1.3 with 1.4 totally 8 be formed by connecting (identical) by bolt with existing dismantled and assembled wall body splicing structure, it is respectively 1.5,1.6,1.7,1.8,1.9,1.10,1.11 and 1.12 that assembly unit connects.Connect truss outrigger 10 between each unit wall body.Base plate 2 also has the base plate assembly unit of a plurality of unit to constitute, in the present embodiment, base plate 2 is divided into 16 by five kinds of difform unit base plates 2.1,2.2,2.3,2.4 and 2.5 and is combined into, two adjacent unit base plates two end faces on be provided with end face brace summer 3.3 and 3.4; Between two end face brace summers gapped (as Fig. 7).Base plate 2 has brace summer 4.12-hanger among the figure, the 13-linker
Shown in Fig. 2,6 and 7, truss outrigger 10 comprises overarm 10.1, hangs oneself from a beam 10.2 down, on hang oneself from a beam 10.1 and the montant 10.3 and the brace 10.4 that connect between the overarm 10.2 down.Suspension rod 5 upper ends are connected with truss outrigger 10, and in the present embodiment, suspension rod 5 is connected by connector 5.3 with following suspension rod 5.2 by upper hanger 5.1; Upper hanger 5.1 and following suspension rod 5.2 adopt the smart indented bars of pricking, and connector 5.3 is existing structure (its structure is not tired to be stated).Specifically be that overarm 10.1 connects on suspension rod 5 upper ends, promptly upper hanger 5.1 passes overarm 10.1, hangs oneself from a beam and 10.2 fix by bolt 5.4 and last overarm 10.1 down.Upper hanger 5.1 passes montant 10.3.
Two adjacent unit base plates two end faces to be provided with end face brace summer 3.3 and 3.4 are two channel-section steels that are provided with dorsad, suspension rod (following suspension rod 5.2) can be passed in gap between the end face brace summer 3.3 and 3.4, it also is to be made of two channel-section steels that are provided with dorsad that end face brace summer 3.3 and 3.4 has clamped beam 6, and gap and clamped beam 6 that following suspension rod 5.2 passes between end face brace summer 3.3 and 3.4 are connected with clamped beam 6 by bolt and pad 5.5.The length of suspension rod 5.2 is shorter under the suspension rod system of the present invention, and upper hanger 5.1 passes the arrangement space that montant 10.3 is saved suspension rod; Simultaneously, suspension rod passes from the gap between the two adjacent unit base plates, avoids boring on the unit base plate trouble of connecting hole.Be provided with caging bolt and pad 5.6 between following suspension rod 5.2 and the unit plate upper surface.
Shown in Fig. 3,4 and 5, base plate 2 has brace summer 4, and end face brace summer 3.3 is identical with the height of brace summer 4 with 3.4, is provided with edge sealing beam 7 at the edge of base plate, and edge sealing beam 7 is provided with stiffener 7.1, and edge sealing beam 7 and clamped beam 6.1 are connected by bolt.
As shown in Figure 8, to be illustrated unit wall body 1.1 and being connected of unit base plate 2.1, other structure is identical.Wall body 1.1 lower ends in unit connect edge sealing beam (channel-section steel) 8, edge brace summer (channel-section steel) 9 is established at the edge of unit base plate 2.1, establish dilatancy sealing rod 11 between unit base plate 2.1 and the edge sealing beam 8, bolt fastening structure 12 with unit base plate 2.1, edge sealing beam 8, establish dilatancy sealing rod 11 and edge brace summer 9 and connect.
During dismounting, twist earlier and remove that each unit wall body is connected with the bolt of unit base plate, bolt and pad 5.5 between suspension rod (following suspension rod) and the clamped beam 6, each unit base plate of dismounting behind the dismounting clamped beam 6.Remove truss outrigger, upper hanger again, remove the connection between each unit wall body again.
Claims (8)
1. full-detachable-type single-wall steel hanging box, it comprises the dismantled and assembled wall body that is connected, and connects the truss outrigger in the wall body, it is characterized in that wall body and base plate are removably connected, base plate comprises a plurality of unit base plate of dismountable combination, the brace summer that a plurality of unit base plate connects down; The suspension rod that is removably connected between truss outrigger and the unit base plate.
2. full-detachable-type single-wall steel hanging box according to claim 1 is characterized in that described base plate has clamped beam, and the suspension rod upper end is connected with the truss outrigger, and the suspension rod lower end is connected with clamped beam.
3. full-detachable-type single-wall steel hanging box according to claim 1 is characterized in that two end faces between the adjacent unit base plate are provided with the end face brace summer; Gapped between two end face brace summers.
4. as full-detachable-type single-wall steel hanging box as described in claim 2 or 3, it is characterized in that two end face brace summers divide into clamped beam.
5. as arbitrary full-detachable-type single-wall steel hanging box as described in claim 1 or 2 or 4, it is characterized in that suspension rod passes the unit base plate from the gap between the adjacent unit base plate.
6. as arbitrary full-detachable-type single-wall steel hanging box as described in claim 1 or 2 or 4, it is characterized in that described suspension rod comprises upper hanger and following suspension rod, connect by connector between upper hanger and the following suspension rod, be provided with caging bolt and pad between following suspension rod and the unit plate upper surface.
7. as full-detachable-type single-wall steel hanging box as described in the claim 6, it is characterized in that upper hanger passes truss outrigger montant.
8. as full-detachable-type single-wall steel hanging box as described in the claim 4, it is characterized in that suspension rod passes with clamped beam from the gap of two end face brace summers to be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102121981A CN101886395B (en) | 2010-06-22 | 2010-06-22 | Full-detachable-type single-wall steel hanging box |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102121981A CN101886395B (en) | 2010-06-22 | 2010-06-22 | Full-detachable-type single-wall steel hanging box |
Publications (2)
| Publication Number | Publication Date |
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| CN101886395A true CN101886395A (en) | 2010-11-17 |
| CN101886395B CN101886395B (en) | 2012-02-29 |
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| CN2010102121981A Active CN101886395B (en) | 2010-06-22 | 2010-06-22 | Full-detachable-type single-wall steel hanging box |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105970982A (en) * | 2016-06-06 | 2016-09-28 | 中国铁建港航局集团有限公司 | Technology for prolonging cyclic service life of steel lifting box |
| CN109778888A (en) * | 2019-01-31 | 2019-05-21 | 中交二航局第四工程有限公司 | A kind of assembled steel hanging box structure |
| CN109881586A (en) * | 2019-03-18 | 2019-06-14 | 重庆城建控股(集团)有限责任公司 | A kind of steel lifted trunk bottom plate and preparation method thereof |
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| GB751775A (en) * | 1954-02-04 | 1956-07-04 | Cementation Co Ltd | Improvements in or relating to sub-aqueous structures |
| JP2002047663A (en) * | 2000-08-04 | 2002-02-15 | Mitsubishi Heavy Ind Ltd | Jacket structure |
| KR100744693B1 (en) * | 2005-10-24 | 2007-08-01 | (주) 선암기술연구소 | Concrete-steel house and pile foundation footing construction method using thereof |
| CN200992710Y (en) * | 2006-12-31 | 2007-12-19 | 葛晓民 | Steel hanging box for bridge deep-water construction weir |
| CN101240549A (en) * | 2008-01-22 | 2008-08-13 | 山东省路桥集团有限公司 | Single-arm steel hanging box and construction method thereof |
| CN201722697U (en) * | 2010-06-22 | 2011-01-26 | 中交武汉港湾工程设计研究院有限公司 | Complete disassembly type single-walled steel hanging box |
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2010
- 2010-06-22 CN CN2010102121981A patent/CN101886395B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB751775A (en) * | 1954-02-04 | 1956-07-04 | Cementation Co Ltd | Improvements in or relating to sub-aqueous structures |
| JP2002047663A (en) * | 2000-08-04 | 2002-02-15 | Mitsubishi Heavy Ind Ltd | Jacket structure |
| KR100744693B1 (en) * | 2005-10-24 | 2007-08-01 | (주) 선암기술연구소 | Concrete-steel house and pile foundation footing construction method using thereof |
| CN200992710Y (en) * | 2006-12-31 | 2007-12-19 | 葛晓民 | Steel hanging box for bridge deep-water construction weir |
| CN101240549A (en) * | 2008-01-22 | 2008-08-13 | 山东省路桥集团有限公司 | Single-arm steel hanging box and construction method thereof |
| CN201722697U (en) * | 2010-06-22 | 2011-01-26 | 中交武汉港湾工程设计研究院有限公司 | Complete disassembly type single-walled steel hanging box |
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| 《公路》 20060625 李彦军等 杭州湾跨海大桥高墩深水承台单壁钢吊箱设计 224～226 , 第6期 2 * |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105970982A (en) * | 2016-06-06 | 2016-09-28 | 中国铁建港航局集团有限公司 | Technology for prolonging cyclic service life of steel lifting box |
| CN105970982B (en) * | 2016-06-06 | 2018-06-19 | 中国铁建港航局集团有限公司 | A kind of technique for improving steel lifted trunk service life cycle |
| CN109778888A (en) * | 2019-01-31 | 2019-05-21 | 中交二航局第四工程有限公司 | A kind of assembled steel hanging box structure |
| CN109881586A (en) * | 2019-03-18 | 2019-06-14 | 重庆城建控股(集团)有限责任公司 | A kind of steel lifted trunk bottom plate and preparation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101886395B (en) | 2012-02-29 |
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