CN105178192B - Adjustable binder and pier stud integrated construction technique and application specific form - Google Patents
Adjustable binder and pier stud integrated construction technique and application specific form Download PDFInfo
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- CN105178192B CN105178192B CN201510542130.2A CN201510542130A CN105178192B CN 105178192 B CN105178192 B CN 105178192B CN 201510542130 A CN201510542130 A CN 201510542130A CN 105178192 B CN105178192 B CN 105178192B
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Abstract
This patent is related to a kind of adjustable binder with pier stud integrated construction technique and application specific form, plate includes Pier Formwork, connection template and binder template, connection template bottom surface is provided with connection template lower connecting plate, Pier Formwork upper junction plate is provided with the top of Pier Formwork, connection template lower connecting plate is connected with Pier Formwork upper junction plate, connect template by third, first, second module is sequentially connected and constitutes the C fonts of vertical view, the stem of first module is connected with second module afterbody, second module head is provided with binder side connecting plate, third module is provided with binder side connecting plate, connection template bottom is additionally provided with the high module of beam pad, the padded module top of binder is connected with binder bottom link block, binder bottom link block has binder bottom connecting lateral plate;Binder template includes binder side template and binder end template, and binder side, end template side end face are connected with binder side, bottom connecting plate.Advantage is:This patent realizes the binder and pier stud of differing heights while pouring construction.
Description
Technical field
The invention belongs to technical field of bridge construction, especially relates to adjustable binder and pier stud integrated construction
Technique and adjustable binder and pier stud integrated construction dedicated templates.
Background technology
In science of bridge building, binder is the structure for connecting two piles or post, makes two piles or post be linked to be common stress entirety.
In work progress, due to binder it is different away from ground level, general construction way first to pour pier stud, then straightening binder again
Embedded ribs, formwork pour binder, separate and individually construct.So there is very big shortcoming:1st, in the technique, need first to install post mould,
Casting concrete, then scaffolding (ground need to be carried out smooth, compacting in advance), offspring beam bottom board, assembling reinforcement, side
Mould, pours concrete, and construction technology is loaded down with trivial details, takes time and effort, and construction speed is greatly reduced;2nd, cost increases, and carries out the secondary formwork of binder
When pouring, scaffold support is needed, need to carry out levelling of the land, compacting, need if necessary to use concrete strengthening, cause throwing more than construction party
Enter manpower and material;3rd, binder reinforcing bar is carried out pre-buried, first pours pier stud concrete, then by binder bar straightening, then colligation binder
Reinforcing bar, concrete is poured, such reinforcing bar repeatedly bends, stress performance is reduced;And, binder and pier stud not one-time-concreting, its entirety
Property is also bad.Reduce binder and the connectivity of pier stud.
The content of the invention
The invention provides a kind of adjustable binder and pier stud one to solve technical problem present in known technology
The technique and adjustable binder and pier stud integrated construction dedicated templates of bodyization construction, the technique can improve work efficiency and
Improve the globality of pouring structure.
A kind of pier stud binder formwork for placing, including Pier Formwork, Pier Formwork is for integral type structure or by more piece edge height
The Pier Formwork monomer of directional spreding is formed by connecting, and also includes connection template and binder template, and the bottom surface for connecting template is provided with
Connection template lower connecting plate, is provided with the top of Pier Formwork at the top of Pier Formwork upper junction plate or Pier Formwork monomer and is provided with pier
Column template monomer upper junction plate, connection template lower connecting plate are connected with Pier Formwork upper junction plate or Pier Formwork monomer upper junction plate
Connect,
Connection template is that the C fonts for constituting vertical view, wherein first module are sequentially connected by the third module, first module, second module
There are 2 pieces, interconnected by the first module connecting plates of first module side end face between 2 pieces of first modules, the stem of first module passes through first
Module connecting plates are realized being connected with the afterbody of second module, and the head of second module is provided with binder side connecting plate forward, the third module
Binder side connecting plate forward is provided with, the binder side connecting plate of the third module is connected template with the binder side connecting plate edge of second module
Axis specular, in the indentation, there of C fonts, be additionally provided with the padded module of at least one binder in the bottom of connection template,
Two side end faces of the padded module of binder are connected with the relative side of second module and the third module, and the top of the padded module of binder leads to
Cross padded top connecting plate to be connected with binder bottom link block, the one side towards C word openings of binder bottom link block has one
Binder bottom connecting lateral plate;
Binder template includes binder side template and binder end template, the side end face of binder side template and the binder side of second module
The binder side connecting plate connection of connecting plate and the third module, the side end face of binder end template is connected with binder bottom connecting lateral plate.
The invention can also be employed the following technical solutions:
Preferred technical scheme, additional technical feature is:First module has first module interior plate, and first module interior plate has
One planar portions and a curved face part, the top outer of first module interior plate are provided with first module top board, outside the bottom of first module interior plate
Side is provided with first module base plate, passes through first module reinforcement and first module side end panel connects between first module top board and first module base plate
Connect, first module side end panel includes first module head end plate and first module transom piece, first module transom piece protrudes from first module interior plate
Afterbody, form female mouth structure, first module head end plate protrudes from the stem of first module interior plate, forms sub-port structure, 2 first moulds
The sub-port structure of a first module in block is embedded in female mouth of another first module, and two first modules are connected with.
Further preferred technical scheme, additional technical feature is:Second module has second module interior plate, on the inside of second module
Plate has a planar portions and a curved face part, and the top outer of second module interior plate is provided with second module top board, second module interior plate
Bottom outside is provided with second module base plate, passes through second module reinforcement and second module side between second module top board and second module base plate
Plate connects, and second module side end panel includes second module transom piece, and second module transom piece protrudes from the afterbody of second module interior plate, is formed
Female mouth structure, the head end of second module are provided with a protrusion connecting portion first, and prominent connecting portion first extends forward, protuberance connecting portion first
Head end is provided with binder side connecting plate, and prominent connecting portion first also has the padded module connecting side extended along connection template fore-and-aft direction
Plate, prominent connecting portion first are connected with the padded module of binder, binder bottom link block by padded module connecting lateral plate.
Technical scheme still more preferably, additional technical feature is:Third module has the third module interior plate, in the third module
Side plate has a curved face part, and the top outer of the third module interior plate is provided with the third module top board, the bottom outside of the third module interior plate
The third module base plate is provided with, by the third module side end plate connection between the third module top board and the third module base plate, the third module side end panel bag
The third module head end plate is included, the third module head end plate protrudes from the stem of the third module interior plate, forms sub-port structure, the head end of the third module
A protrusion connecting portion second is provided with, prominent connecting portion second extends forward, and the head end of protuberance connecting portion is provided with binder side connecting plate,
Prominent connecting portion second also has the padded module connecting lateral plate extended along connection template fore-and-aft direction, and prominent connecting portion second is by pad
High module connecting lateral plate is connected with the padded module of binder, binder bottom link block, projects connecting portion second with prominent connecting portion first edge
The horizontal central line place facade specular of connection template.
Technical scheme still more preferably, additional technical feature is:The top of binder bed die block is towards binder template
Direction on protrude from the bottom surface of binder bottom link block, be provided with the connecting lateral plate of binder bottom and connect with the side of binder end template
The through hole for connecing.
Using the casting craft of above-mentioned pier stud binder formwork for placing, comprise the following steps successively:
S1, setting Pier Formwork arrange Pier Formwork monomer;
S2, will connection template lower connecting plate be connected with Pier Formwork upper junction plate or Pier Formwork monomer upper junction plate;
S3, the type and quantity for selecting the padded module of binder, to ensure the level of binder, then by binder padded module
Two side end faces are connected with the relative side of second module and the third module, and binder binder bottom link block is installed to binder
Above padded module and between second module and the relative side of the third module;
S4, assembling binder template, by the side end face of binder binder side template and the binder side connecting plate and the third mould of second module
The binder side connecting plate connection of block, the side end face of binder end template is connected with binder bottom connecting lateral plate;
S5, pour concrete.
The invention has the advantages and positive effects that:
As the invention adopts above-mentioned technical proposal, one be realize binder with pier stud position and meanwhile assembling reinforcement,
Primary concreting concrete, it is to avoid multiple bending to reinforcing bar, greatly strengthen the globality of structure;Two is for pouring
Each template for needing, it is disposable to install, it is to avoid secondary to install binder template, and need not carry out setting up scaffold, material-saving is rented
Rental fee, labour cost;Three is that the relative height with pier stud of binder arbitrarily can be adjusted, and enhances the versatility of template, reduces mould
The waste that plate makes, has saved cost.
Description of the drawings
Fig. 1 a are the structural representations of Pier Formwork;
Fig. 1 b are the top views of Fig. 1 a;
Fig. 2 a are the structural representations of Pier Formwork monomer;
Fig. 3 a are the structural representations for connecting template;
Fig. 3 b are the top views of Fig. 3 a;
Fig. 3 c are the right views of Fig. 3 a;
Fig. 4 a are the structural representations of first module;
Fig. 4 b are the top views of Fig. 4 a;
Fig. 5 a are the structural representations of second module;
Fig. 5 b are the top views of Fig. 5 a;
Fig. 5 c are the left views of Fig. 5 a;
Fig. 6 a are the structural representations of the third module;
Fig. 6 b are the top views of Fig. 6 a;
Fig. 6 c are the left views of Fig. 6 a;
Fig. 7 a are the structural representations of binder bottom link block;
Fig. 7 b are the top views of Fig. 7 a;
Fig. 7 c are the left views of Fig. 7 a;
Fig. 8 a are the structural representations of the padded module of binder;
Fig. 8 b are the top views of Fig. 8 a;
Fig. 8 c are the left views of Fig. 8 a;
Fig. 9 a are the structural representations of binder template;
Fig. 9 b are the top views of Fig. 9 a;
Fig. 9 c are the left views of Fig. 9 a.
In figure:11st, Pier Formwork upper junction plate;12nd, Pier Formwork monomer upper junction plate;3rd, first module;31st, first module tail
End plate;32nd, first module interior plate;33rd, first module top board;34th, first module base plate;35th, first module reinforcement;36th, first module is first
End plate;37th, padded module connecting lateral plate;4th, second module;41st, binder side connecting plate;42nd, second module interior plate;43rd, second module top
Plate;44th, second module base plate;45th, second module reinforcement;46th, second module transom piece;47th, padded module connecting lateral plate;5th, the third mould
Block;52nd, the third module interior plate;53rd, the third module top board;54th, the third module base plate;56th, the third module head end plate;6th, the padded mould of binder
Block;61st, padded top connecting plate;7th, binder bottom link block;71st, binder bottom connecting lateral plate;81st, binder side template;82nd, binder bottom
Template.
Specific embodiment
For innovation and creation content, feature and effect of the invention can be further appreciated that, following examples are hereby enumerated, in detail
Carefully it is described as follows:
As shown in Fig. 1 a, 1b,
Adjustable binder and pier stud integrated construction dedicated templates, including Pier Formwork, Pier Formwork are integral type structure
Connection template and binder template are included also, the bottom surface for connecting template is provided with connection template lower connecting plate, the top of Pier Formwork
Pier Formwork upper junction plate 11 is provided with, connection template lower connecting plate is bolted with Pier Formwork upper junction plate 11,
As shown in Fig. 3 a, 3b, connect the C that template is sequentially connected by the third module 5, first module 3, second module 4 and constitutes vertical view
Font, towards front, wherein first module has 2 pieces to the opening direction of C fonts, by first module side end face between 2 pieces of first modules
First module side end panel is interconnected, and the stem of first module is realized being connected with the afterbody of second module by first module head end plate 36, second
The head of module is provided with binder side connecting plate 41 forward, and the third module also is provided with binder side connecting plate 41 forward, the third module
Binder side connecting plate is connected the axis specular of template with the binder side connecting plate edge of second module, in the indentation, there of C fonts,
The padded module 6 of at least one binder, structure such as Fig. 8 a, 8b, 8c institutes of the padded module of binder are additionally provided with the bottom of connection template
Show, two side end faces of the padded module of binder are connected with the relative padded module connecting lateral plate 47 of second module and the third module, are
The top of the high module of beam pad is connected with binder bottom link block 7 by padded top connecting plate 61, binder bottom link block towards C
The one side of word opening has a binder bottom connecting lateral plate 71;
As shown in Fig. 9 a, 9b, 9c, binder template includes binder side template 81 and binder end template 82, binder side template
Side end face is connected with the binder side connecting plate 41 of the binder side connecting plate 41 and the third module of second module, the side end face of binder end template
It is connected with binder bottom connecting lateral plate 72.
As shown in Fig. 4 a, 4b, first module has first module interior plate 32, and first module interior plate is bent with a planar portions and one
Face, the top outer of first module interior plate are provided with first module top board 33, and the bottom outside of first module interior plate is provided with first module
Base plate 34, passes through first module reinforcement 35 and first module side end plate connection, first module between first module top board and first module base plate
Side end panel includes first module head end plate 36 and first module transom piece 31, and first module transom piece protrudes from the tail of first module interior plate
Portion, forms female mouth structure, and first module head end plate protrudes from the stem of first module interior plate, forms sub-port structure, in 2 first modules
The sub-port structure of a first module be embedded in female mouth of another first module, the first module transom piece between two first modules
31 and first module head end plate 36 be connected with.
As shown in Fig. 5 a, 5b, 5c, second module has a second module interior plate 42, second module interior plate have a planar portions and
One curved face part, the top outer of second module interior plate are provided with second module top board 43, and the bottom outside of second module interior plate is provided with second
Module base plate 44, passes through second module reinforcement 45 and second module side end plate connection, second between second module top board and second module base plate
Module side end panel includes second module transom piece 46, and second module transom piece protrudes from the afterbody of second module interior plate, forms female mouth knot
Structure.Second module is by being bolted between second module transom piece 46 and first module head end plate 36.The head end of second module is provided with
One projects connecting portion first, and prominent connecting portion first extends forward, and the head end of protuberance connecting portion first is provided with binder side connecting plate 41, dashes forward
Go out connecting portion first and also there is the padded module connecting lateral plate extended along connection template fore-and-aft direction, prominent connecting portion first is by padded
Module connecting lateral plate 47 is connected with the padded module 6 of binder, binder bottom link block.
As shown in Fig. 6 a, 6b, 6c, the third module have the third module interior plate 52, the third module interior plate have a curved face part, third
The top outer of module interior plate is provided with the third module top board 53, and the bottom outside of the third module interior plate is provided with the third module base plate 54,
By the third module side end plate connection between third module top board and the third module base plate, the third module side end panel includes the third module head end plate
56, the third module head end plate protrudes from the stem of the third module interior plate, forms sub-port structure, and the head end of the third module is provided with protrusion company
Socket part second, prominent connecting portion second extend forward, and the head end of protuberance connecting portion is provided with binder side connecting plate 41, prominent connecting portion second
Also there is the padded module connecting lateral plate 47 extended along connection template fore-and-aft direction, prominent connecting portion second is connected by padded module
Side plate 47 is connected with the padded module of binder, binder bottom link block, and prominent connecting portion second is connected template with prominent connecting portion first edge
Horizontal central line place facade specular.
As shown in Fig. 7 a, 7b, 7c, the top of binder bed die block is protruding from binder bottom company towards on the direction of binder template
The bottom surface of connection module, is provided with the through hole being connected with the side of binder end template on the connecting lateral plate of binder bottom.
The operating principle of the invention is:
Adjustable binder and the technique of pier stud integrated construction, are comprised the following steps successively:
S1, setting Pier Formwork;
S2, will connection template lower connecting plate be connected with Pier Formwork upper junction plate;
S3, the type and quantity for selecting the padded module of binder, to ensure the level of binder, then by binder padded module
Two side end faces are connected with the padded module connecting lateral plate 47 of second module and the third module, and binder binder bottom link block is pacified
Be attached to above the padded module of binder and second module and the padded module connecting lateral plate 47 of the third module between;
S4, assembling binder template, by the side end face of binder binder side template and the binder side connecting plate and the third mould of second module
The binder side connecting plate 41 of block connects, and the side end face of binder end template is connected with binder bottom connecting lateral plate 71.
S5, pour concrete.
Although being described to the preferred embodiment of the invention above, the invention is not limited to
The specific embodiment stated, above-mentioned specific embodiment are only schematic, be not it is restricted, this area it is common
Technical staff under the enlightenment of the invention, without departing from the invention objective and scope of the claimed protection situation
Under, many forms can also be made, for example:1. by the Pier Formwork of the integral structure in above-described embodiment by more piece edge height
The Pier Formwork monomer of directional spreding is formed by connecting, the visible Fig. 2 a of view of Pier Formwork, the wherein top of Pier Formwork monomer
Pier Formwork monomer upper junction plate 12 is provided with, connection template lower connecting plate is connected with Pier Formwork monomer upper junction plate 12.Pass through
More piece Pier Formwork monomer is set, more piece Pier Formwork monomer is combined for pouring pier stud, be adapted to earth's surface high
The highly different needs of pier stud when spending inconsistent.
These are belonged within the protection domain of the invention.
Claims (6)
1. a kind of adjustable binder and pier stud integrated construction dedicated templates, including Pier Formwork, the Pier Formwork are integrated
Formula structure is formed by connecting along the Pier Formwork monomer that short transverse is distributed by more piece, it is characterised in that:Connection mode is included also
Plate and binder template, the bottom surface of the connection template are provided with connection template lower connecting plate, and pier stud mould is provided with the top of Pier Formwork
Pier Formwork monomer upper junction plate, connection template lower connecting plate and pier stud are provided with the top of plate upper junction plate or Pier Formwork monomer
Template upper junction plate or the connection of Pier Formwork monomer upper junction plate,
Connection template is that the C fonts for constituting vertical view are sequentially connected by the third module, first module, second module, and wherein first module has 2
Block, is interconnected by the first module connecting plates of first module side end face between 2 pieces of first modules, and the stem of first module passes through first module
Connecting plate is realized being connected with the afterbody of second module, and the head of second module is provided with binder side connecting plate forward, and the third module also is provided with
Binder side connecting plate forward, the binder side connecting plate of the third module is with the binder side connecting plate of second module along the axis for being connected template
Line specular, in the indentation, there of C fonts, is additionally provided with the padded module of at least one binder, binder pad in the bottom of connection template
Two side end faces of high module are connected with the relative side of second module and the third module, and the top of the padded module of binder is by padded
Top connecting plate is connected with binder bottom link block, and the one side towards C word openings of binder bottom link block has a binder bottom
Connecting lateral plate;
Binder template includes binder side template and binder end template, and the side end face of binder side template is connected with the binder side of second module
The binder side connecting plate connection of plate and the third module, the side end face of binder end template is connected with binder bottom connecting lateral plate.
2. adjustable binder according to claim 1 and pier stud integrated construction dedicated templates, it is characterised in that:The first
Module has first module interior plate, and first module interior plate has a planar portions and a curved face part, outside the top of first module interior plate
Side is provided with first module top board, and the bottom outside of first module interior plate is provided with first module base plate, first module top board and first module base plate
Between pass through first module reinforcement and first module side end plate connection, first module side end panel includes first module head end plate and first module tail
End plate, first module transom piece protrude from the afterbody of first module interior plate, form female mouth structure, and first module head end plate protrudes from first mould
The stem of block interior plate, forms sub-port structure, and the sub-port structure of a first module in 2 first modules is embedded into another first mould
In female mouth of block, two first modules are connected with.
3. adjustable binder according to claim 2 and pier stud integrated construction dedicated templates, it is characterised in that:The second
Module has second module interior plate, and second module interior plate has a planar portions and a curved face part, outside the top of second module interior plate
Side is provided with second module top board, and the bottom outside of second module interior plate is provided with second module base plate, second module top board and second module base plate
Between pass through second module reinforcement and second module side end plate connection, second module side end panel includes second module transom piece, second module tail
End plate protrudes from the afterbody of second module interior plate, forms female mouth structure, and the head end of second module is provided with a protrusion connecting portion first, prominent
Connecting portion first extends forward, and the head end of protuberance connecting portion first is provided with binder side connecting plate, and prominent connecting portion first also has along even
The padded module connecting lateral plate of template fore-and-aft direction extension is connect, prominent connecting portion first is by padded module connecting lateral plate and binder pad
High module, the connection of binder bottom link block.
4. adjustable binder according to claim 3 and pier stud integrated construction dedicated templates, it is characterised in that:Described third
Module has the third module interior plate, and the third module interior plate has a curved face part, and the top outer of the third module interior plate is provided with the third mould
Block top board, the bottom outside of the third module interior plate are provided with the third module base plate, pass through third between the third module top board and the third module base plate
Module side end plate connection, the third module side end panel include the third module head end plate, and the third module head end plate protrudes from the third module interior plate
Stem, forms sub-port structure, and the head end of the third module is provided with a protrusion connecting portion second, and prominent connecting portion second extends forward, protuberance
The head end of connecting portion is provided with binder side connecting plate, and prominent connecting portion second also has the padded mould extended along connection template fore-and-aft direction
Block connecting lateral plate, prominent connecting portion second are connected with the padded module of binder, binder bottom link block by padded module connecting lateral plate,
Prominent connecting portion second is with prominent connecting portion first along the horizontal central line place facade specular for being connected template.
5. adjustable binder according to claim 3 and pier stud integrated construction dedicated templates, it is characterised in that:The system
The top of beam bottom board block is protruding from the bottom surface of binder bottom link block towards on the direction of binder template, in binder bottom connecting side
The through hole being connected with the side of binder end template is provided with plate.
6. usage right requires the adjustable binder and pier stud of the adjustable binder described in 1 and pier stud integrated construction dedicated templates
Integrated construction technique, it is characterised in that:Comprise the following steps successively:
S1, setting Pier Formwork arrange Pier Formwork monomer;
S2, will connection template lower connecting plate be connected with Pier Formwork upper junction plate or Pier Formwork monomer upper junction plate;
S3, the type and quantity for selecting the padded module of binder, to ensure the level of binder, then by two of binder padded module
Side end face is connected with the relative side of second module and the third module, and it is padded that binder binder bottom link block is installed to binder
Above module and between second module and the relative side of the third module;
S4, assembling binder template, by the side end face of binder binder side template and the binder side connecting plate and the third module of second module
Binder side connecting plate connects, and the side end face of binder end template is connected with binder bottom connecting lateral plate;
S5, pour concrete.
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CN109853586B (en) * | 2019-03-11 | 2023-11-28 | 中建八局第三建设有限公司 | Turnover adjustable-distance double-spliced 609 steel pipe tie beam anchor ear |
CN110195423B (en) * | 2019-05-17 | 2024-06-25 | 中交第四航务工程局有限公司 | Wave-eliminating hole breast wall integrated template and construction method |
CN110593558A (en) * | 2019-09-26 | 2019-12-20 | 常州市市政建设工程有限公司 | Large-scale steel mold without pull rod for vase-type pier stud and construction process of large-scale steel mold |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100516109B1 (en) * | 2005-01-31 | 2005-09-21 | 주식회사 종합건축사사무소 남양 | Sheeting frame of pier for building |
KR100643575B1 (en) * | 2005-06-13 | 2006-11-10 | 중앙대학교 산학협력단 | Precast column structure and constructing method thereof |
JP2007297861A (en) * | 2006-05-02 | 2007-11-15 | Hitachi Zosen Corp | Joint part structure of bridge pier with pile |
CN201952733U (en) * | 2010-11-26 | 2011-08-31 | 哈尔滨工程大学 | Multifunctional permanent template for a beam bridge gravity type pier |
CN203222733U (en) * | 2013-03-22 | 2013-10-02 | 中铁大桥局集团第五工程有限公司 | Pier column type pile foundation collar beam steel hanging box cofferdam |
CN104179124A (en) * | 2014-08-29 | 2014-12-03 | 中交二航局第四工程有限公司 | Self-adaptive straining beam formwork for pier column straining beam concrete construction |
CN104727223A (en) * | 2015-01-22 | 2015-06-24 | 中交路桥建设有限公司 | Annular platform for bridge pier stud construction and construction method |
CN204940124U (en) * | 2015-08-28 | 2016-01-06 | 天津五市政公路工程有限公司 | Adjustable binder and pier stud integrated construction dedicated templates |
-
2015
- 2015-08-28 CN CN201510542130.2A patent/CN105178192B/en active Active
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100516109B1 (en) * | 2005-01-31 | 2005-09-21 | 주식회사 종합건축사사무소 남양 | Sheeting frame of pier for building |
KR100643575B1 (en) * | 2005-06-13 | 2006-11-10 | 중앙대학교 산학협력단 | Precast column structure and constructing method thereof |
JP2007297861A (en) * | 2006-05-02 | 2007-11-15 | Hitachi Zosen Corp | Joint part structure of bridge pier with pile |
CN201952733U (en) * | 2010-11-26 | 2011-08-31 | 哈尔滨工程大学 | Multifunctional permanent template for a beam bridge gravity type pier |
CN203222733U (en) * | 2013-03-22 | 2013-10-02 | 中铁大桥局集团第五工程有限公司 | Pier column type pile foundation collar beam steel hanging box cofferdam |
CN104179124A (en) * | 2014-08-29 | 2014-12-03 | 中交二航局第四工程有限公司 | Self-adaptive straining beam formwork for pier column straining beam concrete construction |
CN104727223A (en) * | 2015-01-22 | 2015-06-24 | 中交路桥建设有限公司 | Annular platform for bridge pier stud construction and construction method |
CN204940124U (en) * | 2015-08-28 | 2016-01-06 | 天津五市政公路工程有限公司 | Adjustable binder and pier stud integrated construction dedicated templates |
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