CN103215962A - Pier stud type pile foundation tie beam steel hanging box cofferdam - Google Patents

Pier stud type pile foundation tie beam steel hanging box cofferdam Download PDF

Info

Publication number
CN103215962A
CN103215962A CN2013100930059A CN201310093005A CN103215962A CN 103215962 A CN103215962 A CN 103215962A CN 2013100930059 A CN2013100930059 A CN 2013100930059A CN 201310093005 A CN201310093005 A CN 201310093005A CN 103215962 A CN103215962 A CN 103215962A
Authority
CN
China
Prior art keywords
side plate
plate
semicircular arc
arc side
steel
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
Application number
CN2013100930059A
Other languages
Chinese (zh)
Inventor
邓小刚
郭熙冬
叶绍其
赵则锋
周建辉
王再昌
陈巧芬
田大千
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway Major Bridge Engineering Group Co Ltd MBEC
5th Engineering Co Ltd of MBEC
Original Assignee
China Railway Major Bridge Engineering Group Co Ltd MBEC
5th Engineering Co Ltd of MBEC
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Railway Major Bridge Engineering Group Co Ltd MBEC, 5th Engineering Co Ltd of MBEC filed Critical China Railway Major Bridge Engineering Group Co Ltd MBEC
Priority to CN2013100930059A priority Critical patent/CN103215962A/en
Publication of CN103215962A publication Critical patent/CN103215962A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The invention discloses a pier stud type pile foundation tie beam steel hanging box cofferdam. The pier stud type pile foundation tie beam steel hanging box cofferdam is characterized by comprising four parts such as a side plate structure, a bottom plate, a hanging structure and top seal concrete, wherein the side plate structure comprises six integral modules such as a front straight side plate, a rear straight side plate, a left front semicircle side plate, a left rear semicircle side plate, a right front semicircle side plate and a right read semicircle side plate; the top seal concrete is poured on the bottom plate; the hanging structure is fixed at the upper ends of the front straight side plate and the rear straight side plate; and a to-be-poured tie beam is arranged between a left steel casing and a right steel casing, and above the top seal concrete. Compared with other hanging box cofferdams, the pier stud type pile foundation tie beam steel hanging box cofferdam has the following advantages that 1, the cofferdam is light in overall weight, the cofferdam is integrally assembled on shore, and then conveyed to a designed position and integrally hoisted and released, and the cofferdam can satisfy construction requirements without a large floating crane; 2, each component support is connected with each other through a pin shaft, so that the cofferdam can be conveniently detached, and can be fully in inverted use; and 3, the cofferdam side plates and the steel casings are directly used as tie beam templates, so that the material investment can be greatly reduced, and the construction period can be shortened.

Description

Pier stud formula pile foundation binder steel suspended box cofferdam
Technical field
The present invention relates to the bridge engineering construction equipment, especially relate to a kind of pier stud formula pile foundation binder steel suspended box cofferdam.
Background technology
Along with China's rapid economic development, the construction of traffic infrastructure also obtains fast development, and meanwhile the bridge of building on China's rivers lake surface also increases thereupon.As everyone knows, construct a bridge and at first will in water, build bridge pier, build bridge pier and then will in water, adopt the cofferdam that water is wherein drained and could construct.
The cofferdam is as the temporory structure of bridge foundation construction, it mainly acts on is to prop up as the excavation protection of foundation construction water proof device or deep foundation ditch in the water to keep off, so as under anhydrous, safety condition, to carry out assembling reinforcement, template is installed and pouring concrete construction, the cofferdam also can be used as the job platform of pile foundation construction.
When the depth of water is dark, generally, mainly adopt the suspension box-cofferdam to carry out the construction of underwater foundation.Conventional suspension box-cofferdam all is that assembling construction is on the spot located on the basis under water, and length consuming time can not be used, relatively waste material.Single for underwater foundation form of structure, One's name is legion, and the engineering of duration anxiety consider that from economy and efficient traditional suspension box-cofferdam is not to be well suited for.
Summary of the invention
The object of the present invention is to provide the pier stud formula pile foundation binder steel suspended box cofferdam that a kind of programming is fast, difficulty of construction is little, the cost input is less, the rate of recovery is higher.
The object of the present invention is achieved like this:
A kind of pier stud formula pile foundation binder steel suspended box cofferdam, feature is: by lateral plate structure, base plate, four parts of hanging structure and bottom concrete are formed, wherein: lateral plate structure is by preceding front plate, back front plate, left front semicircular arc side plate, left back semicircular arc side plate, right front semicircular arc side plate, these six integral mold plates of right back semicircular arc side plate are formed, it is staggered relatively before and after preceding front plate and back front plate are, left front semicircular arc side plate is hinged by bearing pin and left back semicircular arc side plate, right front semicircular arc side plate is hinged by bearing pin and right back semicircular arc side plate, guarantee left front semicircular arc side plate and left back semicircular arc side plate, right front semicircular arc side plate and right back semicircular arc side plate can both freely rotate around bearing pin, make things convenient for cofferdam demolition; The left and right sides at preceding front plate and back front plate is equipped with bolt hole, back front plate links together with the left back semicircular arc side plate in left side and the right back semicircular arc side plate on right side respectively by bolt hole, preceding front plate links together with the left front semicircular arc side plate in left side and the right front semicircular arc side plate on right side respectively by bolt hole, lower end at preceding front plate and back front plate is equipped with pin-and-hole, preceding front plate and back front plate are by pin-and-hole and a complete base plate pin joint, on base plate, be cast with bottom concrete, be enclosed with left steel casing in the cylinder that between left back semicircular arc side plate and left front semicircular arc side plate and base plate, synthesizes, be enclosed with right steel casing in the cylinder that between right back semicircular arc side plate and right front semicircular arc side plate and base plate, synthesizes; Be fixed with by bracket in the upper end of preceding front plate and back front plate and hang the hanging structure that shoulder pole girder is formed, do the otic placode that the bottom of hanging shoulder pole girder that horizontal connection system uses is welded with the band pin-and-hole double, bearing pin passes otic placode will hang shoulder pole girder across on front plate before being fixed on and the back front plate, on the sidewall of left steel casing and right steel casing, all be fixed with bracket, hang shoulder pole girder and be fixed on the bracket; Between left steel casing and right steel casing, be binder to be cast above the bottom concrete.
Junction at the inside panel of the inside panel of the inside panel of preceding front plate, back front plate and base plate is provided with the thick rubber pad of 2mm, is compressed to 1mm after the assembly unit, to guarantee the watertightness in cofferdam.
Junction at left front semicircular arc side plate and left back semicircular arc side plate, right front semicircular arc side plate and right back semicircular arc side plate is provided with the thick rubber pad of 2mm, is compressed to 1mm after the assembly unit, to guarantee the watertightness in cofferdam.
The two ends, the left and right sides of base plate are circular arc and the structure of falling the Eight characters; The inside panel of base plate is the 6mm steel plate, and little stiffening rib is [8 shaped steel, spacing 37cm; Big stiffening rib adopts 2[14b shaped steel, spacing 85cm.
In the slit around left steel casing and the right steel casing, be filled with sand pocket.
The inside panel of the inside panel of preceding front plate, back front plate is the 6mm steel plate, and horizontal stiffening rib is that [braces adopts 2[14b shaped steel for 8 shaped steel, vertical spacing 40cm, spacing 85cm, the side template of the inside panel double as binder of the inside panel of preceding front plate, back front plate.
The inside panel of the inside panel of the inside panel of the inside panel of left front semicircular arc side plate, left back semicircular arc side plate, right front semicircular arc side plate, right back semicircular arc side plate is the 6mm steel plate, vertical stiffening rib is [8 shaped steel, 15 ° of arc length places of every corresponding central angle are provided with together, transverse stiffener adopts 2[8 shaped steel, vertical spacing 80cm.
Bracket adopts the welding of 2I20b shaped steel, hangs shoulder pole girder and adopts 2I28b shaped steel.
Bottom concrete adopts the C30 underwater concrete, and thickness is 0.6m.
The present invention compares with other suspension box-cofferdam has following advantage: 1, overall weight of the present invention is light, and integral assembling is transported to the design attitude integral lifting again and transfers on the coast, does not need large-scale floating crane just can satisfy construction requirement.2, each component holder of the present invention adopts bearing pin to connect mostly, and it is convenient to remove, and can fall to use fully.3, directly utilize cofferdam side plate and steel casing as the binder template, can significantly reduce the material input and shorten construction period.
Description of drawings
Fig. 1 is the structural representation that partly cuts open of the present invention;
Fig. 2 be among Fig. 1 A-A to cross-sectional schematic;
Fig. 3 is the elevational schematic view of Fig. 1;
Fig. 4 is the schematic top plan view of Fig. 1;
Fig. 5 is the connection diagram of left front semicircular arc side plate and left back semicircular arc side plate;
Fig. 6 is the connection diagram of preceding front plate and base plate;
Fig. 7 is the connection diagram of left front semicircular arc side plate and left back semicircular arc side plate.
The specific embodiment
Below in conjunction with embodiment and contrast accompanying drawing the present invention is described in further detail.
A kind of pier stud formula pile foundation binder steel suspended box cofferdam, by lateral plate structure 1, base plate 2,4 four parts of hanging structure 3 and bottom concrete are formed, wherein: lateral plate structure 1 is by preceding front plate 11, back front plate 14, left front semicircular arc side plate 15, left back semicircular arc side plate 12, right front semicircular arc side plate 13, right back semicircular arc side plate 16 these six integral mold plates are formed, it is staggered relatively before and after preceding front plate 11 and back front plate 14 are, left front semicircular arc side plate 15 is hinged by bearing pin and left back semicircular arc side plate 12, right front semicircular arc side plate 13 is hinged by bearing pin and right back semicircular arc side plate 16, guarantee left front semicircular arc side plate 15 and left back semicircular arc side plate 12, right front semicircular arc side plate 13 and right back semicircular arc side plate 16 can both freely rotate around bearing pin, make things convenient for cofferdam demolition; The left and right sides at preceding front plate 11 and back front plate 14 is equipped with bolt hole, back front plate 14 links together with the left back semicircular arc side plate 12 in left side and the right back semicircular arc side plate 16 on right side respectively by bolt hole, preceding front plate 11 links together with the left front semicircular arc side plate 15 in left side and the right front semicircular arc side plate 13 on right side respectively by bolt hole, lower end at preceding front plate 11 and back front plate 14 is equipped with pin-and-hole, preceding front plate 11 and back front plate 14 are by pin-and-hole and complete base plate 2 pin joints, on base plate 2, be cast with bottom concrete 4, be enclosed with left steel casing 6 in the cylinder that between left back semicircular arc side plate 12 and left front semicircular arc side plate 15 and base plate 2, synthesizes, be enclosed with right steel casing 7 in the cylinder that between right back semicircular arc side plate 16 and right front semicircular arc side plate 13 and base plate 2, synthesizes; Be fixed with by bracket 31 in the upper end of preceding front plate 11 and back front plate 14 and hang the hanging structure 3 that shoulder pole girder 32 is formed, do the otic placode 33 that the bottom of hanging shoulder pole girder 32 that horizontal connection system uses is welded with band pin-and-hole 34 double, bearing pin passes otic placode 33 will hang shoulder pole girder 32 across on front plate before being fixed on 11 and the back front plate 14, on the sidewall of left steel casing 6 and right steel casing 7, all be fixed with bracket 31, hang shoulder pole girder 32 and be fixed on the bracket 31; Between left steel casing 6 and right steel casing 7, be binder 5 to be cast above the bottom concrete 4.
Junction at the inside panel 23 of the inside panel 143 of the inside panel 113 of preceding front plate 11, back front plate 14 and base plate 2 is provided with the thick rubber pad of 2mm 24, is compressed to 1mm after the assembly unit, to guarantee the watertightness in cofferdam.
Junction at left front semicircular arc side plate 15 and left back semicircular arc side plate 12, right front semicircular arc side plate 13 and right back semicircular arc side plate 16 is provided with the thick rubber pad of 2mm 25, is compressed to 1mm after the assembly unit, to guarantee the watertightness in cofferdam.
The two ends, the left and right sides of base plate 2 are circular arc and the structure of falling the Eight characters.The inside panel 23 of base plate 2 is the 6mm steel plate, and little stiffening rib 21 is [8 shaped steel, spacing 37cm; Big stiffening rib 22 adopts 2[14b shaped steel, spacing 85cm.
In the slit around left steel casing 6 and the right steel casing 7, be filled with sand pocket 41.
The inside panel 143 of the inside panel 113 of preceding front plate 11, back front plate 14 is the 6mm steel plate, horizontal stiffening rib 111 is [8 shaped steel, vertical spacing 40cm, braces 112 adopts 2[14b shaped steel, spacing 85cm, the side template of the inside panel 143 double as binders 5 of the inside panel 113 of preceding front plate 11, back front plate 14.
The inside panel 133 of the inside panel 153 of left front semicircular arc side plate 15, the inside panel 123 of left back semicircular arc side plate 12, right front semicircular arc side plate 13, the inside panel 163 of right back semicircular arc side plate 16 are the 6mm steel plate, vertical stiffening rib 132 is [8 shaped steel, 15 ° of arc length places of every corresponding central angle are provided with together, transverse stiffener 131 adopts 2[8 shaped steel, vertical spacing 80cm.
Bracket 31 adopts the welding of 2I20b shaped steel, hangs shoulder pole girder 32 and adopts 2I28b shaped steel.
Bottom concrete 4 adopts the C30 underwater concrete, and thickness is 0.6m.

Claims (9)

1. pier stud formula pile foundation binder steel suspended box cofferdam, it is characterized in that: by lateral plate structure, base plate, four parts of hanging structure and bottom concrete are formed, wherein: lateral plate structure is by preceding front plate, back front plate, left front semicircular arc side plate, left back semicircular arc side plate, right front semicircular arc side plate, these six integral mold plates of right back semicircular arc side plate are formed, it is staggered relatively before and after preceding front plate and back front plate are, left front semicircular arc side plate is hinged by bearing pin and left back semicircular arc side plate, right front semicircular arc side plate is hinged by bearing pin and right back semicircular arc side plate, guarantee left front semicircular arc side plate and left back semicircular arc side plate, right front semicircular arc side plate and right back semicircular arc side plate can both freely rotate around bearing pin, make things convenient for cofferdam demolition; The left and right sides at preceding front plate and back front plate is equipped with bolt hole, back front plate links together with the left back semicircular arc side plate in left side and the right back semicircular arc side plate on right side respectively by bolt hole, preceding front plate links together with the left front semicircular arc side plate in left side and the right front semicircular arc side plate on right side respectively by bolt hole, lower end at preceding front plate and back front plate is equipped with pin-and-hole, preceding front plate and back front plate are by pin-and-hole and a complete base plate pin joint, on base plate, be cast with bottom concrete, be enclosed with left steel casing in the cylinder that between left back semicircular arc side plate and left front semicircular arc side plate and base plate, synthesizes, be enclosed with right steel casing in the cylinder that between right back semicircular arc side plate and right front semicircular arc side plate and base plate, synthesizes; Be fixed with by bracket in the upper end of preceding front plate and back front plate and hang the hanging structure that shoulder pole girder is formed, do the otic placode that the bottom of hanging shoulder pole girder that horizontal connection system uses is welded with the band pin-and-hole double, bearing pin passes otic placode will hang shoulder pole girder across on front plate before being fixed on and the back front plate, on the sidewall of left steel casing and right steel casing, all be fixed with bracket, hang shoulder pole girder and be fixed on the bracket; Between left steel casing and right steel casing, be binder to be cast above the bottom concrete.
2. pier stud formula pile foundation binder steel suspended box cofferdam according to claim 1, it is characterized in that: the junction at the inside panel of the inside panel of the inside panel of preceding front plate, back front plate and base plate is provided with the thick rubber pad of 2mm, be compressed to 1mm after the assembly unit, to guarantee the watertightness in cofferdam.
3. pier stud formula pile foundation binder steel suspended box cofferdam according to claim 1, it is characterized in that: the junction at left front semicircular arc side plate and left back semicircular arc side plate, right front semicircular arc side plate and right back semicircular arc side plate is provided with the thick rubber pad of 2mm, be compressed to 1mm after the assembly unit, to guarantee the watertightness in cofferdam.
4. pier stud formula pile foundation binder steel suspended box cofferdam according to claim 1, it is characterized in that: the two ends, the left and right sides of base plate are circular arc and the structure of falling the Eight characters; The inside panel of base plate is the 6mm steel plate, and little stiffening rib is [8 shaped steel, spacing 37cm; Big stiffening rib adopts 2[14b shaped steel, spacing 85cm.
5. pier stud formula pile foundation binder steel suspended box cofferdam according to claim 1 is characterized in that: be filled with sand pocket in the slit around left steel casing and the right steel casing.
6. pier stud formula pile foundation binder steel suspended box cofferdam according to claim 1, it is characterized in that: the inside panel of the inside panel of preceding front plate, back front plate is the 6mm steel plate, horizontal stiffening rib is [8 shaped steel, vertical spacing 40cm, braces adopts 2[14b shaped steel, spacing 85cm, the side template of the inside panel double as binder of the inside panel of preceding front plate, back front plate.
7. pier stud formula pile foundation binder steel suspended box cofferdam according to claim 1, it is characterized in that: the inside panel of the inside panel of the inside panel of left front semicircular arc side plate, left back semicircular arc side plate, the inside panel of right front semicircular arc side plate, right back semicircular arc side plate is the 6mm steel plate, vertical stiffening rib is [8 shaped steel, 15 ° of arc length places of every corresponding central angle are provided with together, transverse stiffener adopts 2[8 shaped steel, vertical spacing 80cm.
8. pier stud formula pile foundation binder steel suspended box cofferdam according to claim 1 is characterized in that: bracket adopts the welding of 2I20b shaped steel, hangs shoulder pole girder and adopts 2I28b shaped steel.
9. pier stud formula pile foundation binder steel suspended box cofferdam according to claim 1 is characterized in that: bottom concrete adopts the C30 underwater concrete, and thickness is 0.6m.
CN2013100930059A 2013-03-22 2013-03-22 Pier stud type pile foundation tie beam steel hanging box cofferdam Pending CN103215962A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013100930059A CN103215962A (en) 2013-03-22 2013-03-22 Pier stud type pile foundation tie beam steel hanging box cofferdam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013100930059A CN103215962A (en) 2013-03-22 2013-03-22 Pier stud type pile foundation tie beam steel hanging box cofferdam

Publications (1)

Publication Number Publication Date
CN103215962A true CN103215962A (en) 2013-07-24

Family

ID=48814087

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013100930059A Pending CN103215962A (en) 2013-03-22 2013-03-22 Pier stud type pile foundation tie beam steel hanging box cofferdam

Country Status (1)

Country Link
CN (1) CN103215962A (en)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104131577A (en) * 2014-08-11 2014-11-05 刘苏芹 Multifunctional caisson floating plate
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
CN105544552A (en) * 2015-11-30 2016-05-04 中国一冶集团有限公司 Device and method for supporting bottom formwork soft soil foundation base plate in reinforced concrete of deep foundation pit
CN105951668A (en) * 2016-06-22 2016-09-21 中交第二航务工程局有限公司 Bottom die supporting system of long-piled wharf cast-in-place beam and construction method of bottom die supporting system
CN108425374A (en) * 2018-05-30 2018-08-21 中交公局厦门工程有限公司 Complicated sea situation lower band binder dumbbell shape cushion cap steel suspended box cofferdam monolithic construction method
CN109098098A (en) * 2018-10-23 2018-12-28 中交第公路工程局有限公司 Suspension type constructing tie beam device and suspension type constructing tie beam method
CN109778887A (en) * 2019-01-03 2019-05-21 中交二航局第四工程有限公司 A kind of novel steel lifted trunk structure and its assembly method based on offshore steel taper pile basis
CN110939063A (en) * 2019-11-12 2020-03-31 中国铁建大桥工程局集团有限公司 Rapid construction method for underwater isolated pier support platform
CN111778861A (en) * 2020-07-10 2020-10-16 浙江交工金筑交通建设有限公司 Underwater tie beam prefabrication installation construction method
CN111851504A (en) * 2020-06-19 2020-10-30 湖南路桥建设集团有限责任公司 Method for installing water stopping steel hanging box of tie beam between piles in water
CN112144513A (en) * 2020-09-25 2020-12-29 四川交投建设工程股份有限公司 Construction method of prefabricated assembled underwater tie beam
CN114703829A (en) * 2022-02-25 2022-07-05 中交第二航务工程局有限公司 Assembly type dense water hanging box template for underwater cast-in-situ concrete pile cap and construction method
CN117026835A (en) * 2023-10-08 2023-11-10 中国土木工程集团有限公司 Continuous beam pier underwater pouring support template for simple and easy quick construction

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2474571Y (en) * 2001-04-24 2002-01-30 路桥集团第一公路工程局 Suspending steel jacket box used for tie beam construction of two column bridge pier under water
CN201132960Y (en) * 2007-11-05 2008-10-15 上海勘测设计研究院 Composite batardeau of steel light structure
JP2009068196A (en) * 2007-09-11 2009-04-02 Toyo Constr Co Ltd Construction method for cofferdam wall using steel segment
CN101435201A (en) * 2008-12-17 2009-05-20 中铁大桥局股份有限公司 Large-scale shallow water floating cofferdam
CN201850559U (en) * 2010-11-06 2011-06-01 中铁十七局集团第五工程有限公司 H-shaped light slip jacket slip jacket for constructing tie beam in water
CN201891123U (en) * 2010-11-16 2011-07-06 中铁二十四局集团有限公司 Single-wall steel hanging box with concrete bottom plate
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

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2474571Y (en) * 2001-04-24 2002-01-30 路桥集团第一公路工程局 Suspending steel jacket box used for tie beam construction of two column bridge pier under water
JP2009068196A (en) * 2007-09-11 2009-04-02 Toyo Constr Co Ltd Construction method for cofferdam wall using steel segment
CN201132960Y (en) * 2007-11-05 2008-10-15 上海勘测设计研究院 Composite batardeau of steel light structure
CN101435201A (en) * 2008-12-17 2009-05-20 中铁大桥局股份有限公司 Large-scale shallow water floating cofferdam
CN201850559U (en) * 2010-11-06 2011-06-01 中铁十七局集团第五工程有限公司 H-shaped light slip jacket slip jacket for constructing tie beam in water
CN201891123U (en) * 2010-11-16 2011-07-06 中铁二十四局集团有限公司 Single-wall steel hanging box with concrete bottom plate
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

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
中铁大桥局集团有限公司技术发展中心: "《中铁大桥局集团2005年技术交流大会论文集》", 31 October 2005, 武汉出版社 *

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104131577A (en) * 2014-08-11 2014-11-05 刘苏芹 Multifunctional caisson floating plate
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
CN105544552A (en) * 2015-11-30 2016-05-04 中国一冶集团有限公司 Device and method for supporting bottom formwork soft soil foundation base plate in reinforced concrete of deep foundation pit
CN105951668A (en) * 2016-06-22 2016-09-21 中交第二航务工程局有限公司 Bottom die supporting system of long-piled wharf cast-in-place beam and construction method of bottom die supporting system
CN105951668B (en) * 2016-06-22 2018-08-07 中交第二航务工程局有限公司 A kind of the bed die support system and its construction method of the cast-in-place crossbeam of long piled wharf
CN108425374B (en) * 2018-05-30 2024-02-13 中交一公局厦门工程有限公司 Integral construction method of steel suspension box cofferdam with tie beam dumbbell-shaped bearing platform under complex sea condition
CN108425374A (en) * 2018-05-30 2018-08-21 中交公局厦门工程有限公司 Complicated sea situation lower band binder dumbbell shape cushion cap steel suspended box cofferdam monolithic construction method
CN109098098A (en) * 2018-10-23 2018-12-28 中交第公路工程局有限公司 Suspension type constructing tie beam device and suspension type constructing tie beam method
CN109098098B (en) * 2018-10-23 2024-04-02 中交一公局集团有限公司 Hanging type tie beam construction device and hanging type tie beam construction method
CN109778887A (en) * 2019-01-03 2019-05-21 中交二航局第四工程有限公司 A kind of novel steel lifted trunk structure and its assembly method based on offshore steel taper pile basis
CN110939063A (en) * 2019-11-12 2020-03-31 中国铁建大桥工程局集团有限公司 Rapid construction method for underwater isolated pier support platform
CN111851504A (en) * 2020-06-19 2020-10-30 湖南路桥建设集团有限责任公司 Method for installing water stopping steel hanging box of tie beam between piles in water
CN111778861A (en) * 2020-07-10 2020-10-16 浙江交工金筑交通建设有限公司 Underwater tie beam prefabrication installation construction method
CN112144513A (en) * 2020-09-25 2020-12-29 四川交投建设工程股份有限公司 Construction method of prefabricated assembled underwater tie beam
CN114703829A (en) * 2022-02-25 2022-07-05 中交第二航务工程局有限公司 Assembly type dense water hanging box template for underwater cast-in-situ concrete pile cap and construction method
CN117026835A (en) * 2023-10-08 2023-11-10 中国土木工程集团有限公司 Continuous beam pier underwater pouring support template for simple and easy quick construction
CN117026835B (en) * 2023-10-08 2023-12-08 中国土木工程集团有限公司 Continuous beam pier underwater pouring support template for simple and easy quick construction

Similar Documents

Publication Publication Date Title
CN103215962A (en) Pier stud type pile foundation tie beam steel hanging box cofferdam
CN203222733U (en) Pier column type pile foundation collar beam steel hanging box cofferdam
CN103510529A (en) Steel hanging box system for underwater high-rise pile cap construction and construction technology thereof
CN204940312U (en) A kind of integral lifting lowering system of steel cofferdam
CN205025086U (en) Strength nature skeleton concrete beam construction suspend template in midair
CN103266567B (en) Steel truss cantilever supporting frame and its implementation
CN103046451A (en) Roadbed box for large crawler crane
CN208328665U (en) A kind of full assembled light abutment
CN204875821U (en) Steel cofferdam structure is used in construction of high pile platform of bridge
CN204715149U (en) A kind of highway construction precast plate
CN203188132U (en) Segmental precasting assembly structure of large bent cap cantilever
CN201432842Y (en) Non-drainage undisturbed soil transfer device
CN210395437U (en) Utility tunnel and prefabricated pipe thereof with self-repairing function
CN204265208U (en) A kind of segment lifting appliance
CN207260295U (en) A kind of steel caisson template for being used for underwater big permeable geology drainage inspection well and pouring
CN217175793U (en) Movable assembly type box column grouting device
CN105625177A (en) Steel truss suspending support construction method
CN212104438U (en) Water conservancy and hydropower engineering's drain pipe reinforced structure
CN204530694U (en) Pier stud pile foundation steel pile casting under a kind of single pile water receiving
CN209509006U (en) A kind of fixed device of tower crane
CN204475350U (en) Bored pile construction system under high-voltage line
CN204021215U (en) A kind of job platform that is applicable to the excessive big vast tower of Tailings Dam
CN210507298U (en) Integrated template for wave dissipation hole breast wall
CN208361754U (en) A kind of derrick crane base steel plinth suspension mounting structure
CN202543948U (en) Support device for excavation of deep foundation pit of piping trench of urban main road

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

Application publication date: 20130724