CN105672121B - A kind of support meanss of tapered pier - Google Patents
A kind of support meanss of tapered pier Download PDFInfo
- Publication number
- CN105672121B CN105672121B CN201610188881.3A CN201610188881A CN105672121B CN 105672121 B CN105672121 B CN 105672121B CN 201610188881 A CN201610188881 A CN 201610188881A CN 105672121 B CN105672121 B CN 105672121B
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- CN
- China
- Prior art keywords
- panels
- panel
- channel
- steel plate
- section
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
Abstract
The present invention relates to a kind of support meanss of tapered pier, including first panel and second panel；The first panel includes the first steel plate and channel-section steel, and multiple channel-section steels are staggeredly fixed on the one side of the first steel plate anyhow；The second panel includes the second steel plate and channel-section steel, and multiple channel-section steels are staggeredly fixed on the one side of the second steel plate anyhow；Two first panels are alternately connected with two second panels encloses enclosed construction, while channel-section steel one side is located at outside, and two first panels are perpendicular to the ground, and two second panels inwardly roll oblique.The support device structure is simple, easy to operate, can be according to the gradient for being actually needed any regulation variable cross-section.The device processing cost is relatively low simultaneously, higher using versatility.
Description
Technical field
The present invention relates to support meanss field, and in particular to a kind of support meanss of tapered pier.
Background technology
In bridge construction, bridge pier is very important support section.On the premise of load-bearing, safety is ensured, by bridge pier
The bridge pier of variable cross-section is designed as, reduces construction cost.The support meanss of tapered pier need specific customization, if using whole
Body formula support meanss, then processing cost is too high, and versatility is relatively low.Nowadays, the branch that a kind of cost is relatively low, versatility is higher is lacked
Support arrangement.
The content of the invention
To solve the above problems, the present invention provides a kind of support meanss of tapered pier, technical scheme is as follows：
Including first panel and second panel；The first panel includes the first steel plate and channel-section steel, and multiple channel-section steels are handed over anyhow
Mistake is fixed on the one side of the first steel plate；The second panel includes the second steel plate and channel-section steel, and multiple channel-section steels are staggeredly fixed on anyhow
The one side of second steel plate；Two first panels are alternately connected with two second panels encloses enclosed construction, while channel-section steel one side
Positioned at outside, two first panels are perpendicular to the ground, and two second panels inwardly roll oblique；Also include the first bracing piece and second
Bracing piece；The first equal bracing piece of the outside fixed qties of two first panels；The outside fixed qty of two second panels
The second equal bracing piece；Also include boss and reinforcement；Multiple bosses are fixed on two the second bracing pieces；Reinforcement
Both ends be separately fixed on two the first bracing pieces, centre be fixed on each boss of the second bracing piece；Also include top
Tight bar；Each reinforcement fixes more than one top-fastening rod, and second panel is closed in one end of top-fastening rod.
Further, in addition to more than one screw rod；The first panel and the first bracing piece are provided with and led to for screw rod
The through hole crossed；Screw rod runs through two the first bracing pieces, the fastening of the end nut of screw rod two along through hole.
Compared with prior art, the beneficial effects of the invention are as follows：The support device structure is simple, easy to operate, Ke Yigen
According to the gradient for being actually needed any regulation variable cross-section.The device processing cost is relatively low simultaneously, higher using versatility.
Brief description of the drawings
Fig. 1 is support meanss schematic perspective view.
Fig. 2 is support meanss schematic top plan view.
Embodiment
The present invention is further detailed explanation with reference to the accompanying drawings and detailed description.
As shown in drawings, the support meanss include first panel 1 and second panel 2；The first panel 1 includes the first steel
Plate and channel-section steel, multiple channel-section steels are staggeredly fixed on the one side of the first steel plate anyhow；The second panel 2 includes the second steel plate and groove
Steel, multiple channel-section steels are staggeredly fixed on the one side of the second steel plate anyhow；Two first panels 1 are alternately connected with two second panels 2
Enclosed construction is enclosed, while channel-section steel one side is located at outside, two first panels 1 are perpendicular to the ground, and two second panels 2 are inside
Roll oblique.
Also include the first bracing piece 3 and the second bracing piece 4；The outside fixed qties of two first panels 1 it is equal first
Bracing piece 3；The second equal bracing piece 4 of the outside fixed qties of two second panels 2.First bracing piece 3 and second adds
Strong bar 4 is channel-section steel.
Also include more than one screw rod 8；The bracing piece 3 of first panel 1 and first is provided with to be led to for what screw rod 8 passed through
Hole；Screw rod 8 runs through two the first bracing pieces 3,8 liang of end nut fastenings of screw rod along through hole.
Also include boss 5 and reinforcement 6；Multiple bosses 5 are fixed on two the second bracing pieces 4；The two of reinforcement 6
End is separately fixed on two the first bracing pieces 3, and centre is fixed on the boss 5 of the second bracing piece 4.Also include top-fastening rod 7；
Each reinforcement 6 fixes more than one top-fastening rod 7, and second panel 2 is closed in one end of top-fastening rod 7.Reinforcement 6 is round steel.
The support device structure is simple, easy to operate, can be according to the gradient for being actually needed any regulation variable cross-section.Simultaneously
The device processing cost is relatively low, higher using versatility.
Claims (2)
- A kind of 1. support meanss of tapered pier, it is characterised in that：Including first panel (1) and second panel (2)；Described One panel (1) includes the first steel plate and channel-section steel, and multiple channel-section steels are staggeredly fixed on the one side of the first steel plate anyhow；The second panel (2) the second steel plate and channel-section steel are included, multiple channel-section steels are staggeredly fixed on the one side of the second steel plate anyhow；Two first panels (1) and Two second panels (2), which are alternately connected, encloses enclosed construction, while channel-section steel one side be located at outside, two first panels (1) and Ground is vertical, and two second panels (2) inwardly roll oblique；Also include the first bracing piece (3) and the second bracing piece (4)；Two Equal the first bracing piece (3) of the outside fixed qty of one panel (1)；The outside fixed qty of two second panels (2) is equal The second bracing piece (4)；Also include boss (5) and reinforcement (6)；Multiple bosses (5) are fixed on two the second bracing pieces (4) on；The both ends of reinforcement (6) are separately fixed on two the first bracing pieces (3), and centre is fixed on the second bracing piece (4) On boss (5)；Also include top-fastening rod (7)；Each reinforcement (6) fixes more than one top-fastening rod (7), and the one of top-fastening rod (7) Second panel (2) is closed at end.
- 2. support meanss according to claim 1, it is characterised in that：Also include more than one screw rod (8)；First face Plate (1) and the first bracing piece (3) are provided with the through hole passed through for screw rod (8)；Screw rod (8) is along through hole through two first reinforcements Bar (3), the fastening of the end nut of screw rod (8) two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610188881.3A CN105672121B (en) | 2016-03-28 | 2016-03-28 | A kind of support meanss of tapered pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610188881.3A CN105672121B (en) | 2016-03-28 | 2016-03-28 | A kind of support meanss of tapered pier |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105672121A CN105672121A (en) | 2016-06-15 |
| CN105672121B true CN105672121B (en) | 2018-01-26 |
Family
ID=56225527
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610188881.3A Active CN105672121B (en) | 2016-03-28 | 2016-03-28 | A kind of support meanss of tapered pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105672121B (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09268521A (en) * | 1996-04-02 | 1997-10-14 | Kensetsusho Tohoku Chiho Kensetsu Kyokucho | Construction method of cylindrical reinforced concrete structure |
| CN2893056Y (en) * | 2006-06-14 | 2007-04-25 | 北京建工一建工程建设有限公司 | Taper pile shuttering |
| CN201502034U (en) * | 2009-05-06 | 2010-06-09 | 中铁一局集团有限公司 | One-sided slope retracting rollover |
| CN201756799U (en) * | 2010-07-20 | 2011-03-09 | 中铁二十局集团第四工程有限公司 | Large mold plate for rollover construction of hollow thin-wall high piers |
| CN102220742A (en) * | 2011-04-20 | 2011-10-19 | 重庆交通建设(集团)有限责任公司 | Construction method of deformable template of variable cross-section high pier |
| CN102367652A (en) * | 2011-11-23 | 2012-03-07 | 中铁五局（集团）有限公司 | Structure of standard steel forms for constructing thin-wall high pier groups with four sides being variable cross sections by form turnover |
| CN103195242A (en) * | 2013-04-19 | 2013-07-10 | 北京康港工程技术有限公司 | High pier construction combined framework |
| CN204282225U (en) * | 2014-12-03 | 2015-04-22 | 湖南中铁五新钢模有限责任公司 | For the length of side rapid adjustment template of unidirectional closing slope rectangular pier construction |
| CN205529858U (en) * | 2016-03-28 | 2016-08-31 | 中国水利水电第五工程局有限公司 | Support arrangement for variable cross section pier |
-
2016
- 2016-03-28 CN CN201610188881.3A patent/CN105672121B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09268521A (en) * | 1996-04-02 | 1997-10-14 | Kensetsusho Tohoku Chiho Kensetsu Kyokucho | Construction method of cylindrical reinforced concrete structure |
| CN2893056Y (en) * | 2006-06-14 | 2007-04-25 | 北京建工一建工程建设有限公司 | Taper pile shuttering |
| CN201502034U (en) * | 2009-05-06 | 2010-06-09 | 中铁一局集团有限公司 | One-sided slope retracting rollover |
| CN201756799U (en) * | 2010-07-20 | 2011-03-09 | 中铁二十局集团第四工程有限公司 | Large mold plate for rollover construction of hollow thin-wall high piers |
| CN102220742A (en) * | 2011-04-20 | 2011-10-19 | 重庆交通建设(集团)有限责任公司 | Construction method of deformable template of variable cross-section high pier |
| CN102367652A (en) * | 2011-11-23 | 2012-03-07 | 中铁五局（集团）有限公司 | Structure of standard steel forms for constructing thin-wall high pier groups with four sides being variable cross sections by form turnover |
| CN103195242A (en) * | 2013-04-19 | 2013-07-10 | 北京康港工程技术有限公司 | High pier construction combined framework |
| CN204282225U (en) * | 2014-12-03 | 2015-04-22 | 湖南中铁五新钢模有限责任公司 | For the length of side rapid adjustment template of unidirectional closing slope rectangular pier construction |
| CN205529858U (en) * | 2016-03-28 | 2016-08-31 | 中国水利水电第五工程局有限公司 | Support arrangement for variable cross section pier |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105672121A (en) | 2016-06-15 |
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