CN108824432A - Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame in water - Google Patents

Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame in water Download PDF

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Publication number
CN108824432A
CN108824432A CN201810828075.7A CN201810828075A CN108824432A CN 108824432 A CN108824432 A CN 108824432A CN 201810828075 A CN201810828075 A CN 201810828075A CN 108824432 A CN108824432 A CN 108824432A
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CN
China
Prior art keywords
bailey
pipe pile
steel pipe
bailey beam
water
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
CN201810828075.7A
Other languages
Chinese (zh)
Inventor
杨泉勇
李哲
袁彬
段聂云
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 No 5 Engineering Group Co Ltd
Guizhou Engineering Co Ltd of China Railway No 5 Engineering Group Co Ltd
Original Assignee
China Railway No 5 Engineering Group Co Ltd
Guizhou Engineering Co Ltd of China Railway No 5 Engineering Group Co Ltd
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 No 5 Engineering Group Co Ltd, Guizhou Engineering Co Ltd of China Railway No 5 Engineering Group Co Ltd filed Critical China Railway No 5 Engineering Group Co Ltd
Priority to CN201810828075.7A priority Critical patent/CN108824432A/en
Publication of CN108824432A publication Critical patent/CN108824432A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/04Guide devices; Guide frames
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

The invention discloses Bailey beam trestle steel pipe pile cantilevered adjustable positioning framves in a kind of water, including Bailey beam(1), Bailey beam(1)End passes through connector(5)Locating rack is installed, the upper and lower surface of locating rack is mounted on two guide rails(3), two guide rails(3)Between a row of horizontal locating rod is installed(6).The present invention successfully solves steel trestle(Or stake platform is bored in water)Steel pipe pile driving construction cantilevered is accurately positioned construction difficult problem, ensure that the accuracy of steel-pipe pile axial location Yu beam portion node location, improves steel trestle(Or stake platform is bored in water)Stress, it is high compared to traditional its economy of water craft localization method, safe and reliable, positioning time is short, improve bearing capacity and stability.

Description

Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame in water
Technical field
The present invention relates to a kind of location adjusting devices of water central post.
Background technique
In railway, highway bridge pier in water, it is flat usually to set up Bailey beam trestle steel pipe pile and brill stake steel in water Platform comes construction bridges basis.Steel trestle beam portion, steel platform beam portion it is with the most use be Bailey beam, due to the spy of Bailey beam structure Point, steel trestle, steel platform column(Pier)Fulcrum need to be placed at the node of Bailey beam junction chord member, this requires that conduct The accuracy of plan-position is no more than 0.5% no more than+20mm, verticality when the steel pipe pile driving construction of pier.Usually solve the problems, such as this Set up hydrolocation frame in water accurately to be controlled, but this method needs water craft equipment, complicated for operation, construction work Phase is long, at high cost.
Summary of the invention
The technical problem to be solved by the present invention is to:When steel-pipe pile inserting piling into water aiming at the problem that location difficulty, provide A kind of cantilevered locating rack.
The technical scheme is that:
Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame in a kind of water, including Bailey beam, Bailey beam end pass through connector Locating rack is installed, the upper and lower surface of locating rack is mounted on two guide rails, a row of horizontal locating rod is installed between two guide rails.
Connector forms negative head and male by three auricles, is separately mounted on Bailey beam or locating rack, has on auricle Strip-shaped hole is bolted the cooperation position of negative head and male.
Connector is mounted on four angles of Bailey beam end face.
Locating rack includes two groups of front and back Bailey bracket, connects end by crossbeam between Bailey bracket, and guide rail is mounted on Bailey bracket On channel steel on the inside of upper and lower chord member.
Guide rail and horizontal location bar are steel pipe, are connected between each other by fastener.
Beam-end has a hole, and the Bailey bracket in outside adjusts its installation site by a hole.
Beneficial effects of the present invention:
The present invention successfully solves steel trestle(Or stake platform is bored in water)Steel pipe pile driving construction cantilevered is accurately positioned construction difficult problem, The accuracy that ensure that steel-pipe pile axial location Yu beam portion node location, improves steel trestle(Or stake platform is bored in water)By Power state, compared to traditional its economy of water craft localization method height, safe and reliable, positioning time is short, improves carrying energy Power and stability.
The verticality of cantilevered locating rack can be adjusted by the hole on connector yin-yang head, and steel pipe column is put into When being positioned in locating rack, it is accurately positioned by adjusting position of the horizontal location bar on guide rail.
Detailed description of the invention:
Fig. 1 is overlooking structure diagram of the present invention.
Fig. 2 is lateral structure schematic diagram.
Fig. 3 is positive structural schematic diagram.
Fig. 4 is that positioning sets up schematic diagram.
Fig. 5 is that steel pipe column positions schematic diagram.
Fig. 6 is the construction schematic diagram removed after locating rack.
Fig. 7 is the adjustment structure schematic diagram of embodiment 2.
Specific embodiment
Embodiment 1:Such as figure, locating rack is the frame structure being formed by connecting by two groups of parallel Bailey brackets 7 with crossbeam 4, two Group Bailey bracket 7 is located at former and later two sides, and increases triangle brace at left and right sides of frame and improve intensity, and Bailey bracket 7 is upper and lower Row's supporting steel plate 8 is welded on the channel steel of chord member, it is horizontal fixed to install between 8 upper mounting rail 5 of supporting steel plate, two guide rails 5 Position bar 6, in the present embodiment, guide rail 5 and horizontal location bar 6 are steel pipe, and are realized and be connected with each other by fastener 9.Locating rack The upper and lower chord member of Bailey bracket 7 is mounted on 1 end of Bailey beam by connector 5, configures Bailey beam 1 according to the length of locating rack Quantity has two Bailey beams 1 in the present embodiment, is separately connected the both ends of locating rack, connector 5 is by negative head and sun with proof strength Head composition, the end quadrangle of every Bailey beam 1 is equipped with 4 negative heads, and perhaps the corresponding male of male or negative head are welded on and determine On the frame of position, bolt or pin member are arranged in hole for the side hole You Tiao of negative head and male.On locating rack between two Bailey brackets 7 Distance be equal to the diameter of steel pipe column, the length after locating rack is installed in Bailey beam 1 is equal to span.
Concrete construction method:
1, the first across Bailey beam steel trestle is set in rock frame side.
2, installation second across locating rack(Mainly construction operation platform, installation cantilevered locating rack are provided for front row steel-pipe pile Bearing is provided), by two Bailey beams 1 with first across Bailey beam steel trestle connect.
3, lifting steel-pipe pile enter in cantilevered locating rack, by front and back Bailey bracket 7, two horizontal location bars 6 above and under The located space in the two horizontal location bars 6 in face besieged city.Arm sling formula locating rack is passed through to the design position deviation of steel-pipe pile after measurement Horizontal and vertical degree adjustment, tentatively fixed steel-pipe pile.Measurement accurately adjusts steel-pipe pile position by horizontal location bar 6 again After whole, equipment accurately squeezes into steel-pipe pile to design position.By adjusting the cooperation distance of each connector 5 negative head and male, Guarantee the verticality of locating rack.Position of the horizontal location bar 6 on guide rail 5 is adjusted, the horizontal position of steel pipe column is adjusted.
4, steel pipe column is plugged fixed to design position, removes Bailey beam 1 and locating rack, set up the second across Bailey beam steel trestle.
Embodiment 2:Locating rack is the frame structure being formed by connecting by two groups of parallel Bailey brackets 7 with crossbeam 4, and 4 one end of crossbeam has Hole, by the spacing between the adjustable Bailey bracket 7 in hole, two groups of Bailey brackets 7 are located at former and later two sides, and on a frame left side Right two sides increase triangle brace and improve intensity(The brace end hole Ye Youtiao), a row is welded on the channel steel of the upper and lower chord member of Bailey bracket 7 Supporting steel plate 8 is installed horizontal location bar 6 between 8 upper mounting rail 5 of supporting steel plate, two guide rails 5 and is led in the present embodiment Rail 5 and horizontal location bar 6 are steel pipe, and are realized and be connected with each other by fastener 9.The upper and lower chord member of locating rack Bailey bracket 7 passes through Connector 5 is mounted on 1 end of Bailey beam, configures the quantity of Bailey beam 1 according to the length of locating rack with proof strength, the present embodiment In have two Bailey beams 1, be separately connected the both ends of locating rack, connector 5 is made of negative head and male, the end of every Bailey beam 1 Portion quadrangle is equipped with 4 negative heads, and perhaps the corresponding male of male or negative head are welded on locating rack, the side of negative head and male There is a hole, bolt or pin member are set in hole.
Three kinds of adjustings can be carried out in the present embodiment:1. passing through the sprocket bit for adjusting two groups of 5 winding holes of connector up and down It sets, achievees the purpose that the verticality for adjusting locating rack.2. the phase of the adjustable two groups of Bailey brackets 7 in hole by 4 end of crossbeam It adjusts the distance, its lengthwise position can be adjusted after steel pipe column is put down.3. fastener 8 can be unclamped, horizontal location bar 6 is adjusted Lateral position, the lateral position of steel pipe column can be adjusted.

Claims (6)

1. Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame in a kind of water, including Bailey beam(1), it is characterised in that:Bei Lei Beam(1)End passes through connector(5)Locating rack is installed, the upper and lower surface of locating rack is mounted on two guide rails(3), two guide rails (3)Between a row of horizontal locating rod is installed(6).
2. Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame in water according to claim 1, it is characterised in that:Connection Device(5)It is by three auricles(5)Negative head and male are formed, Bailey beam is separately mounted to(1)Or on locating rack, auricle(5)On have Strip-shaped hole is bolted the cooperation position of negative head and male.
3. Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame in water according to claim 2, it is characterised in that:Connection Device(5)It is mounted on Bailey beam(1)On four angles of end face.
4. Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame, feature in water according to claim 1-3 It is:Locating rack includes two groups of front and back Bailey bracket(7), Bailey bracket(7)Between pass through crossbeam(4)Connect end, guide rail(5)Installation In Bailey bracket(7)On channel steel on the inside of upper and lower chord member.
5. Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame in water according to claim 4, it is characterised in that:Guide rail (3)With horizontal location bar(6)It is steel pipe, passes through fastener between each other(9)Connection.
6. Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame in water according to claim 4, it is characterised in that:Crossbeam (4)The end hole You Tiao, the Bailey bracket in outside(7)Its installation site is adjusted by a hole.
CN201810828075.7A 2018-07-25 2018-07-25 Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame in water Pending CN108824432A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810828075.7A CN108824432A (en) 2018-07-25 2018-07-25 Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame in water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810828075.7A CN108824432A (en) 2018-07-25 2018-07-25 Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame in water

Publications (1)

Publication Number Publication Date
CN108824432A true CN108824432A (en) 2018-11-16

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111980024A (en) * 2020-08-26 2020-11-24 中交二公局第五工程有限公司 Positioning and guiding equipment for foundation construction of steel trestle
CN113832862A (en) * 2021-10-14 2021-12-24 中铁十九局集团广州工程有限公司 Construction method of assembled steel trestle
CN115030160A (en) * 2022-05-17 2022-09-09 中铁四局集团有限公司 Steel pipe pile inserting and driving positioning method and positioning system

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100733263B1 (en) * 2006-04-29 2007-06-28 삼보지질 주식회사 Guide frame apparatus for piling of casing and construction of inserting inconcrete pile on the sea or on the river
CN202298623U (en) * 2011-10-27 2012-07-04 中交四航局第一工程有限公司 Light adjustable positioning device for steel protection barrel on sea
CN202718125U (en) * 2012-07-17 2013-02-06 宁波交通工程建设集团有限公司 Positioning and guiding frame for bailey steel trestle bridge pier foundation construction
CN104372743A (en) * 2014-10-31 2015-02-25 中铁四局集团第二工程有限公司 Rapid construction method for trestle
CN104929127A (en) * 2015-06-19 2015-09-23 中建海峡建设发展有限公司 Section steel positioning clip
CN206706762U (en) * 2017-05-12 2017-12-05 中国港湾工程有限责任公司 Shellfish thunder steel trestle pile foundation construction positioning guiding rack
CN207362846U (en) * 2017-10-20 2018-05-15 中国水利水电第八工程局有限公司 Multipurpose leading truck for steel trestle steel-pipe pile
CN207512615U (en) * 2017-11-27 2018-06-19 山西省交通科学研究院 A kind of positioning device used for construction of bridge T steel welding of peg
CN209082499U (en) * 2018-07-25 2019-07-09 中铁五局集团贵州工程有限公司 Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame in water

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100733263B1 (en) * 2006-04-29 2007-06-28 삼보지질 주식회사 Guide frame apparatus for piling of casing and construction of inserting inconcrete pile on the sea or on the river
CN202298623U (en) * 2011-10-27 2012-07-04 中交四航局第一工程有限公司 Light adjustable positioning device for steel protection barrel on sea
CN202718125U (en) * 2012-07-17 2013-02-06 宁波交通工程建设集团有限公司 Positioning and guiding frame for bailey steel trestle bridge pier foundation construction
CN104372743A (en) * 2014-10-31 2015-02-25 中铁四局集团第二工程有限公司 Rapid construction method for trestle
CN104929127A (en) * 2015-06-19 2015-09-23 中建海峡建设发展有限公司 Section steel positioning clip
CN206706762U (en) * 2017-05-12 2017-12-05 中国港湾工程有限责任公司 Shellfish thunder steel trestle pile foundation construction positioning guiding rack
CN207362846U (en) * 2017-10-20 2018-05-15 中国水利水电第八工程局有限公司 Multipurpose leading truck for steel trestle steel-pipe pile
CN207512615U (en) * 2017-11-27 2018-06-19 山西省交通科学研究院 A kind of positioning device used for construction of bridge T steel welding of peg
CN209082499U (en) * 2018-07-25 2019-07-09 中铁五局集团贵州工程有限公司 Bailey beam trestle steel pipe pile cantilevered adjustable positioning frame in water

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111980024A (en) * 2020-08-26 2020-11-24 中交二公局第五工程有限公司 Positioning and guiding equipment for foundation construction of steel trestle
CN113832862A (en) * 2021-10-14 2021-12-24 中铁十九局集团广州工程有限公司 Construction method of assembled steel trestle
CN113832862B (en) * 2021-10-14 2023-04-11 中铁十九局集团广州工程有限公司 Construction method of assembled steel trestle
CN115030160A (en) * 2022-05-17 2022-09-09 中铁四局集团有限公司 Steel pipe pile inserting and driving positioning method and positioning system
CN115030160B (en) * 2022-05-17 2023-10-27 中铁四局集团有限公司 Steel pipe pile inserting and driving positioning method and positioning system

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