CN101942810A - Independent pier bent cap template bracket - Google Patents
Independent pier bent cap template bracket Download PDFInfo
- Publication number
- CN101942810A CN101942810A CN 201010508733 CN201010508733A CN101942810A CN 101942810 A CN101942810 A CN 101942810A CN 201010508733 CN201010508733 CN 201010508733 CN 201010508733 A CN201010508733 A CN 201010508733A CN 101942810 A CN101942810 A CN 101942810A
- Authority
- CN
- China
- Prior art keywords
- mount pad
- hinge mount
- anchor ear
- main beam
- bridge pier
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 4
- 101100460844 Mus musculus Nr2f6 gene Proteins 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a template bracket for a capping beam of an independent pier, which solves the problem that the concrete pouring quality of the capping beam of the pier is influenced by the settlement deformation of a capping beam bracket in the prior art. The novel bridge pier comprises a bridge pier (15), an upper hoop (2) arranged at the upper end of the side face of the bridge pier (15), a lower hoop (3) arranged in the middle of the side face of the bridge pier (15), a front and rear main cross beam and a capping beam bottom die bracket (13), a first hinge mounting seat (7) arranged on the outer side of a front half ring of the lower hoop (3), a left front inclined supporting beam (4) and a right front inclined supporting beam (6) jointly form a triangular supporting frame of the front main cross beam (1), a second hinge mounting seat (8) arranged on a rear half ring of the lower hoop (3), a left rear inclined supporting beam (5) and a right rear inclined supporting beam jointly form a triangular supporting frame of the rear main cross beam, and the bottom die bracket (13) arranged on the top face of the front main cross beam (1) and the rear main cross beam and. The invention greatly shortens the construction period and saves the cost.
Description
Technical field:
The present invention relates to a kind of civil engineering equipment, the concrete bent cap falsework of particularly a kind of cast bridge pier bent cap.
Background technology
Build in the process of bridge, the general constructure scheme of setting up support that adopts when cast bridge pier bent cap, this constructure scheme exists long in time limit, the shortcoming that fund input is big, simultaneously because the geological condition difference of construction site, usually run into surface settlement, cause the support sedimentation of setting up and be out of shape the casting quality that has badly influenced the bridge pier bent cap, give in the bridge construction process simultaneously and brought potential safety hazard.
Summary of the invention
Isolated pier bent cap pattern carrier provided by the invention has solved constructure scheme that prior art exists and has existed long in time limitly, and fund input support sedimentation and deformation big and that set up has badly influenced the technical problem of the casting quality of bridge pier bent cap.
The present invention solves above technical problem by the following technical programs:
Isolated pier bent cap pattern carrier, comprise bridge pier, be arranged on the last anchor ear of upper end, bridge pier side, be arranged on the middle following anchor ear in bridge pier side, preceding main beam, back main beam and bent cap bed die carriage, there is the first hinge mount pad to be used to install before hinged left in the arranged outside of the preceding semi-ring of described down anchor ear, the hinge of preceding right bearing diagonal beam, there is the second hinge mount pad to be used to install a left side, hinged back in the described arranged outside of the back semi-ring of anchor ear down, the hinge of the right bearing diagonal beam in back, main beam supporting seat before the arranged outside of the preceding semi-ring of anchor ear has on described, the arranged outside of the back semi-ring of anchor ear has back main beam supporting seat on described, be respectively arranged with the 3rd hinge mount pad and the 4th hinge mount pad below the two ends, the left and right sides of preceding main beam, be respectively arranged with the 5th hinge mount pad and the 6th hinge mount pad below the two ends, the left and right sides of back main beam, between the 3rd hinge mount pad and the first hinge mount pad, be provided with the LAO brace summer, between the 4th hinge mount pad and the first hinge mount pad, be provided with right front bearing diagonal beam, between the second hinge mount pad and the 5th hinge mount pad, be provided with left back brace summer, between the second hinge mount pad and the 6th hinge mount pad, be provided with right back brace summer, be provided with the bent cap bed die carriage of the bridge pier bent cap that is used to cast in preceding main beam and back between the main beam.
Described upward anchor ear, following anchor ear are the two halves doughnut-shaped steel plate, and this two halves doughnut-shaped steel plate connects into the outer periphery that annular anchor ear is arranged on bridge pier by bolt.
The present invention has shortened the construction period greatly, has saved cost, has improved the casting quality of bridge pier bent cap.
Description of drawings
Fig. 1 is the structural representation of main apparent direction of the present invention
Fig. 2 is the structural representation of side-looking direction of the present invention
The specific embodiment
The specific embodiment of the present invention is as follows:
Isolated pier bent cap pattern carrier, comprise bridge pier 15, be arranged on the last anchor ear 2 of upper end, bridge pier 15 sides, be arranged on the middle following anchor ear 3 in bridge pier 15 sides, preceding main beam 1, back main beam and bent cap bed die carriage 13, there is the first hinge mount pad 7 to be used to install before hinged left in the arranged outside of the preceding semi-ring of described down anchor ear 3, the hinge of preceding right bearing diagonal beam, there is the second hinge mount pad 8 to be used to install a left side, hinged back in the described arranged outside of the back semi-ring of anchor ear 3 down, the hinge of the right bearing diagonal beam in back, main beam 1 supporting seat 12 before the arranged outside of the preceding semi-ring of anchor ear 2 has on described, a supporting seat 12 and a preceding left side, preceding right bearing diagonal beam together support plays preceding main beam; The arranged outside of the back semi-ring of anchor ear 2 has back main beam supporting seat on described, back main beam supporting seat and left back, right back brace summer together support plays the back main beam, be respectively arranged with the 3rd hinge mount pad 9 and the 4th hinge mount pad 10 below the two ends, the left and right sides of preceding main beam 1, be respectively arranged with the 5th hinge mount pad 11 and the 6th hinge mount pad below the two ends, the left and right sides of back main beam, between the 3rd hinge mount pad 9 and the first hinge mount pad 7, be provided with LAO brace summer 4, between the 4th hinge mount pad 10 and the first hinge mount pad 7, be provided with right front bearing diagonal beam 6, between the second hinge mount pad 8 and the 5th hinge mount pad 11, be provided with left back brace summer 5, between the second hinge mount pad 8 and the 6th hinge mount pad, be provided with right back brace summer, be provided with the bent cap bed die carriage 13 of the bridge pier bent cap 14 that is used to cast in preceding main beam 1 and back between the main beam.
Described upward anchor ear 2, following anchor ear 3 are the two halves doughnut-shaped steel plate, and this two halves doughnut-shaped steel plate connects into the outer periphery that annular anchor ear is arranged on bridge pier 15 by bolt.Forward and backward main beam is welded as box-shaped for the channel-section steel make-up.
Easy accessibility of the present invention can reuse repeatedly, saves cost.
Claims (2)
1. isolated pier bent cap pattern carrier, comprise bridge pier (15), be arranged on the last anchor ear (2) of upper end, bridge pier (15) side, be arranged on the middle following anchor ear (3) in bridge pier (15) side, preceding main beam (1), back main beam and bent cap bed die carriage (13), it is characterized in that, there is the first hinge mount pad (7) to be used to install before hinged left in the arranged outside of the preceding semi-ring of described down anchor ear (3), the hinge of preceding right bearing diagonal beam, there is the second hinge mount pad (8) to be used to install a left side, hinged back in the described arranged outside of the back semi-ring of anchor ear (3) down, the hinge of the right bearing diagonal beam in back, the arranged outside of the preceding semi-ring of anchor ear (2) has preceding main beam (1) supporting seat (12) on described, the arranged outside of the back semi-ring of anchor ear (2) has back main beam supporting seat on described, be respectively arranged with the 3rd hinge mount pad (9) and the 4th hinge mount pad (10) below the two ends, the left and right sides of preceding main beam (1), be respectively arranged with the 5th hinge mount pad (11) and the 6th hinge mount pad below the two ends, the left and right sides of back main beam, between the 3rd hinge mount pad (9) and the first hinge mount pad (7), be provided with LAO brace summer (4), between the 4th hinge mount pad (10) and the first hinge mount pad (7), be provided with right front bearing diagonal beam (6), between the second hinge mount pad (8) and the 5th hinge mount pad (11), be provided with left back brace summer (5), between the second hinge mount pad (8) and the 6th hinge mount pad, be provided with right back brace summer, be provided with the bent cap bed die carriage (13) of the bridge pier bent cap (14) that is used to cast in preceding main beam (1) and back between the main beam.
2. isolated pier bent cap pattern carrier according to claim 1, it is characterized in that, described upward anchor ear (2), following anchor ear (3) are the two halves doughnut-shaped steel plate, and this two halves doughnut-shaped steel plate connects into the outer periphery that annular anchor ear is arranged on bridge pier (15) by bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010508733 CN101942810A (en) | 2010-10-18 | 2010-10-18 | Independent pier bent cap template bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010508733 CN101942810A (en) | 2010-10-18 | 2010-10-18 | Independent pier bent cap template bracket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101942810A true CN101942810A (en) | 2011-01-12 |
Family
ID=43434996
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010508733 Pending CN101942810A (en) | 2010-10-18 | 2010-10-18 | Independent pier bent cap template bracket |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101942810A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102261042A (en) * | 2011-06-09 | 2011-11-30 | 四川川交路桥有限责任公司 | Cantilever diagonal bracing bracket for casting bridge pier cover beam |
| CN103374885A (en) * | 2012-04-13 | 2013-10-30 | 中铁十局集团第五工程有限公司 | Perforating counter-pull hinge support type bracket |
| CN103382700A (en) * | 2013-06-03 | 2013-11-06 | 四川公路桥梁建设集团有限公司 | Movable formwork main beam device and method suitable for construction of large-width single-side variable-width box beam |
| CN107610882A (en) * | 2017-10-31 | 2018-01-19 | 南方电网科学研究院有限责任公司 | Transformer with reinforced lifting seat |
| CN107967981A (en) * | 2017-11-08 | 2018-04-27 | 中国南方电网有限责任公司超高压输电公司检修试验中心 | A kind of reinforcement means and high-power transformer for lifting high-power transformer anti-seismic performance |
| CN108978482A (en) * | 2018-08-23 | 2018-12-11 | 中国五冶集团有限公司 | The pin-connected panel support frame of circle pier capping beam is with its installation method |
| CN111021252A (en) * | 2019-12-13 | 2020-04-17 | 湖北省路桥集团有限公司 | Construction method of bent cap core rod penetrating hanging rack formwork supporting system |
| CN113309077A (en) * | 2021-07-05 | 2021-08-27 | 扬州工业职业技术学院 | A connection structure for precast concrete stake |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100543948B1 (en) * | 2005-10-17 | 2006-01-23 | 정원용 | Capping Apparatus for Temporary Pier Using Steel Pipe Piles |
| CN201151882Y (en) * | 2008-01-30 | 2008-11-19 | 中铁十三局集团有限公司 | Diameter adjustable steel form plate for pier |
| CN101586326A (en) * | 2008-05-19 | 2009-11-25 | 沈阳北方交通重工集团有限公司 | Recycled asphalt microwave heating device |
| CN201762662U (en) * | 2010-08-11 | 2011-03-16 | 中铁三局集团有限公司 | Independent bridge pier capping beam formwork support |
-
2010
- 2010-10-18 CN CN 201010508733 patent/CN101942810A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100543948B1 (en) * | 2005-10-17 | 2006-01-23 | 정원용 | Capping Apparatus for Temporary Pier Using Steel Pipe Piles |
| CN201151882Y (en) * | 2008-01-30 | 2008-11-19 | 中铁十三局集团有限公司 | Diameter adjustable steel form plate for pier |
| CN101586326A (en) * | 2008-05-19 | 2009-11-25 | 沈阳北方交通重工集团有限公司 | Recycled asphalt microwave heating device |
| CN201762662U (en) * | 2010-08-11 | 2011-03-16 | 中铁三局集团有限公司 | Independent bridge pier capping beam formwork support |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102261042A (en) * | 2011-06-09 | 2011-11-30 | 四川川交路桥有限责任公司 | Cantilever diagonal bracing bracket for casting bridge pier cover beam |
| CN103374885A (en) * | 2012-04-13 | 2013-10-30 | 中铁十局集团第五工程有限公司 | Perforating counter-pull hinge support type bracket |
| CN103382700A (en) * | 2013-06-03 | 2013-11-06 | 四川公路桥梁建设集团有限公司 | Movable formwork main beam device and method suitable for construction of large-width single-side variable-width box beam |
| CN103382700B (en) * | 2013-06-03 | 2015-05-06 | 四川公路桥梁建设集团有限公司 | Movable formwork main beam device suitable for construction of large-width single-side variable-width box beam and operation method of movable formwork main beam device |
| CN107610882A (en) * | 2017-10-31 | 2018-01-19 | 南方电网科学研究院有限责任公司 | Transformer with reinforced lifting seat |
| CN107967981A (en) * | 2017-11-08 | 2018-04-27 | 中国南方电网有限责任公司超高压输电公司检修试验中心 | A kind of reinforcement means and high-power transformer for lifting high-power transformer anti-seismic performance |
| CN108978482A (en) * | 2018-08-23 | 2018-12-11 | 中国五冶集团有限公司 | The pin-connected panel support frame of circle pier capping beam is with its installation method |
| CN111021252A (en) * | 2019-12-13 | 2020-04-17 | 湖北省路桥集团有限公司 | Construction method of bent cap core rod penetrating hanging rack formwork supporting system |
| CN113309077A (en) * | 2021-07-05 | 2021-08-27 | 扬州工业职业技术学院 | A connection structure for precast concrete stake |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101942810A (en) | Independent pier bent cap template bracket | |
| CN201762662U (en) | Independent bridge pier capping beam formwork support | |
| CN107044090B (en) | A kind of construction method of dual deck bridge | |
| CN104695336A (en) | Double-layer cast-in-situ beam support construction method adopting sequence from upper layer to lower layer | |
| CN103195450A (en) | Hydraulic tunnel inverted arch operation trolley and inverted arch construction method | |
| CN201962605U (en) | Independent pier bent cap template bracket | |
| CN101949132A (en) | Method for constructing independent pier capping beam template bracket | |
| CN204023424U (en) | A kind of Hanging Basket You Ding back-pressure mechanism | |
| CN104018429B (en) | Cantilever beam straight-line segment construction support system at soft foundation and erection method thereof | |
| CN101935982B (en) | Method for setting up bent cap form bracket of isolated pier | |
| CN103669882A (en) | Method for conducting component installation with steel wire ropes serving as rails in industrial factory building | |
| CN202963332U (en) | Device for manufacturing pile foundation reinforcement cage by using simple portal frame | |
| CN203479511U (en) | Railway T beam static load test pedestal | |
| CN207062786U (en) | A kind of construction bracket of continuous beam cantilever 0# blocks | |
| CN203094107U (en) | Easy moving in-place device of constructional element under construction of installation project | |
| CN202447878U (en) | Simple aligning line rack for installation centre line of detachable equipment | |
| CN102251477B (en) | Traversing construction method for tie bar arch | |
| CN202644407U (en) | Demoulding device for bottom plate bracket of capping beam constructed by hoop method | |
| CN204530506U (en) | End bay closing device | |
| CN201358794Y (en) | Combined type concrete construction arch pattern | |
| CN107460879A (en) | A kind of fixed structure of flare template | |
| CN207348880U (en) | A kind of tunnel center gutter formed molding board | |
| CN203270465U (en) | Hydraulic pre-compression construction device for cantilever suspension basket | |
| CN203130107U (en) | Hydraulic tunnel inverted arch operation trolley | |
| CN104278848B (en) | A kind of Bailey beam dismounting tractor-trailer |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20110112 |