CN103061249A - Quick positioning construction device and construction method for steel-pipe column of bridge - Google Patents

Quick positioning construction device and construction method for steel-pipe column of bridge Download PDF

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Publication number
CN103061249A
CN103061249A CN2012105937492A CN201210593749A CN103061249A CN 103061249 A CN103061249 A CN 103061249A CN 2012105937492 A CN2012105937492 A CN 2012105937492A CN 201210593749 A CN201210593749 A CN 201210593749A CN 103061249 A CN103061249 A CN 103061249A
Authority
CN
China
Prior art keywords
steel pipe
nut
construction
quick positioning
stone bolt
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
CN2012105937492A
Other languages
Chinese (zh)
Inventor
孙成山
蒋军
李庚忠
吕同占
王胜
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.)
Qingdao Haide Road & Bridge Engineering Co Ltd
Qingjian Group Co Ltd
Original Assignee
Qingdao Haide Road & Bridge Engineering Co Ltd
Qingjian 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 Qingdao Haide Road & Bridge Engineering Co Ltd, Qingjian Group Co Ltd filed Critical Qingdao Haide Road & Bridge Engineering Co Ltd
Priority to CN2012105937492A priority Critical patent/CN103061249A/en
Publication of CN103061249A publication Critical patent/CN103061249A/en
Pending legal-status Critical Current

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Abstract

The utility model discloses a quick positioning construction device for steel pipe columns of bridges. The quick positioning construction device for steel pipe columns of bridges comprises hook-shaped anchor bolts, screw threads are formed on the top of the anchor bolts, and screw nuts are arranged on the screw threads. The utility model also discloses a quick positioning construction method for steel pipe columns of bridges. The quick positioning construction method for steel pipe columns of bridges includes the following steps: embedding the anchor bolts before pouring concrete over the steel pipe pile foundation; making the bottom surface of the steel pipe pile foundation level by using mortar to install a prefabricated strip foundation, the strip foundation and the anchor bolt are on the same axis; leveling the level adjustment screw nuts on the anchor bolts by levels; hoisting and arranging the steel pipe columns of welded flange plates in place, and the welded flange plates are fixed with the anchor bolts through height adjustment screw nuts; the seam at the bottom of the flange plates are filled by mortar of the railway bridge bearings. The quick positioning construction device for steel pipe columns of bridges uses the anchor bolts to position, screw nuts to adjust the perpendicularity of the steel pipe columns and temporary anchorage.

Description

A kind of Steel Tubes For Bridge Application column is located construction equipment and job practices fast
Technical field
The invention belongs to the realm of building construction, particularly a kind of Steel Tubes For Bridge Application column in this field is located construction equipment and job practices fast.
Background technology
For the quick location construction of Steel Tubes For Bridge Application column, the conventional method steel pipe post is installed the bottom by the parallels leveling, exists the parallels levelling consuming time many, and precision is low, the high cost problem.The main cause that these problems occur is: occur displacement when vibrating base concrete, accurately fixedly difficulty is large for high big steel pipe, is affected by the external environment larger, and the location complexity is installed, and is higher to construction process requirement.
Summary of the invention
Technical problem to be solved by this invention just provides a kind of Steel Tubes For Bridge Application column and locates fast construction equipment and job practices.
The present invention adopts following technical scheme:
A kind of Steel Tubes For Bridge Application column is located construction equipment fast, and this device comprises the hook stone bolt, at the top of stone bolt screw thread is arranged, and at screw thread nut is installed.
Further, described nut has two, and wherein the nut in the screw thread bottom is the leveling nut, at the nut on screw thread top for heightening nut.
The quick positioning construction method of a kind of Steel Tubes For Bridge Application column comprises the steps:
(1) pre-buried aforesaid stone bolt before the steel pipe pile foundation concreting;
(2) use mortar levelling at the bottom of the steel pipe pile foundation, prefabricated strip foundation is installed, this strip foundation and stone bolt coaxial line;
(3) with the leveling nut on each stone bolt of level gauge leveling;
(4) steel pipe post of lifting welding flange is in place, and with heightening nut flange and each stone bolt is fixed, and finishes steel pipe post and installs;
(5) use the railway bridge bearing mortar cementation of fissures at the bottom of the flange.
The invention has the beneficial effects as follows:
Steel Tubes For Bridge Application column disclosed in this invention is located construction equipment fast, utilizes stone bolt location, nut to regulate steel pipe post verticality and anchoring temporarily.
The quick positioning construction method of Steel Tubes For Bridge Application column disclosed in this invention, the steel pipe post location can be finished in the phase than the casual labourer, and can satisfy the requirement of steel pipe post certainty of measurement, take full advantage of current material, significantly save construction speed and cost in, obtained good construction effect and economic benefit.
Description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1 disclosed stone bolt.
The specific embodiment
In order to make purpose of the present invention, technical scheme and advantage clearer, below in conjunction with drawings and Examples, the present invention is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the present invention, is not intended to limit the present invention.
Embodiment 1, and the present embodiment discloses a kind of Steel Tubes For Bridge Application column and located fast construction equipment, and this device comprises hook stone bolt 1, at the top of stone bolt screw thread 2 is arranged, and at screw thread nut is installed.See also Fig. 1, described nut has two, and wherein the nut in the screw thread bottom is leveling nut 3, at the nut on screw thread top for heightening nut 4.
The present embodiment also discloses the quick positioning construction method of a kind of Steel Tubes For Bridge Application column, comprises the steps:
(1) pre-buried aforesaid stone bolt before the steel pipe pile foundation concreting;
(2) use mortar levelling at the bottom of the steel pipe pile foundation, prefabricated strip foundation is installed, this strip foundation and stone bolt coaxial line;
(3) with the leveling nut on each stone bolt of level gauge leveling;
(4) steel pipe post of lifting welding flange is in place, and with heightening nut flange and each stone bolt is fixed, and finishes steel pipe post and installs;
(5) use the railway bridge bearing mortar cementation of fissures at the bottom of the flange.
The disclosed Steel Tubes For Bridge Application column of the present embodiment is located construction equipment fast, utilizes stone bolt location, nut to regulate steel pipe post verticality and anchoring temporarily.
The quick positioning construction method of the disclosed Steel Tubes For Bridge Application column of the present embodiment, the steel pipe post location can be finished in the phase than the casual labourer, and can satisfy the requirement of steel pipe post certainty of measurement, take full advantage of current material, significantly save construction speed and cost in, obtained good construction effect and economic benefit.

Claims (3)

1. a Steel Tubes For Bridge Application column is located construction equipment fast, it is characterized in that: this device comprises the hook stone bolt, at the top of stone bolt screw thread is arranged, and at screw thread nut is installed.
2. Steel Tubes For Bridge Application column according to claim 1 is located construction equipment fast, it is characterized in that: described nut has two, and wherein the nut in the screw thread bottom is the leveling nut, at the nut on screw thread top for heightening nut.
3. the quick positioning construction method of Steel Tubes For Bridge Application column is characterized in that, comprises the steps:
(1) pre-buried stone bolt claimed in claim 2 before the steel pipe pile foundation concreting;
(2) use mortar levelling at the bottom of the steel pipe pile foundation, prefabricated strip foundation is installed, this strip foundation and stone bolt coaxial line;
(3) with the leveling nut on each stone bolt of level gauge leveling;
(4) steel pipe post of lifting welding flange is in place, and with heightening nut flange and each stone bolt is fixed, and finishes steel pipe post and installs;
(5) use the railway bridge bearing mortar cementation of fissures at the bottom of the flange.
CN2012105937492A 2012-12-29 2012-12-29 Quick positioning construction device and construction method for steel-pipe column of bridge Pending CN103061249A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012105937492A CN103061249A (en) 2012-12-29 2012-12-29 Quick positioning construction device and construction method for steel-pipe column of bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012105937492A CN103061249A (en) 2012-12-29 2012-12-29 Quick positioning construction device and construction method for steel-pipe column of bridge

Publications (1)

Publication Number Publication Date
CN103061249A true CN103061249A (en) 2013-04-24

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ID=48104116

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012105937492A Pending CN103061249A (en) 2012-12-29 2012-12-29 Quick positioning construction device and construction method for steel-pipe column of bridge

Country Status (1)

Country Link
CN (1) CN103061249A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105821770A (en) * 2016-04-01 2016-08-03 上海城建市政工程(集团)有限公司 Connecting and locating method for multiple tower roots and large-size concrete bearing platform foundation of steel structure main tower
CN106436583A (en) * 2016-10-14 2017-02-22 中铁十局集团有限公司 Large-cantilever bent cap tensioning anchorage temporary support device and construction method thereof
CN107905113A (en) * 2017-12-07 2018-04-13 中国十七冶集团有限公司 A kind of Steel Tubes For Bridge Application positioner
CN109837922A (en) * 2019-03-19 2019-06-04 成都建工工业设备安装有限公司 A kind of photo-voltaic power generation station pile foundation construction technique
CN112049020A (en) * 2020-09-15 2020-12-08 中铁十局集团有限公司 Method for vertically installing large steel pipe upright post
CN112523591A (en) * 2020-11-16 2021-03-19 中国三冶集团有限公司 Steel pipe column installation method

Citations (9)

* Cited by examiner, † Cited by third party
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JPS6088729A (en) * 1983-10-18 1985-05-18 Ishikawajima Harima Heavy Ind Co Ltd Foundation bolt and installation of structure using foundation bolt
CN101691815A (en) * 2009-09-03 2010-04-07 中国建筑第四工程局有限公司 Fast hoisting-aligning method for Large-sized steel frames, and steel frame base structure
CN201447879U (en) * 2009-08-24 2010-05-05 中建钢构江苏有限公司 Steel column base calibrating and fine adjusting device
CN101725154A (en) * 2009-11-16 2010-06-09 天津二十冶建设有限公司 Method and device for installing and regulating light equipment and steel structure
CN101956457A (en) * 2010-08-17 2011-01-26 龙信建设集团有限公司 Method for constructing rectangular steel pipe concrete column
CN102182320A (en) * 2011-03-22 2011-09-14 中国十九冶集团有限公司 Mounting method of steel reinforced concrete steel skeleton of large metallurgical industrial factory
CN202090437U (en) * 2011-05-05 2011-12-28 黄海燕 Adjustable steel column socle device
CN102400559A (en) * 2010-09-13 2012-04-04 五冶集团上海有限公司 Steel column correction method in assembly of main body frame steel structure in benzene hydrogenation engineering
CN203129165U (en) * 2012-12-29 2013-08-14 青岛海德路桥工程股份有限公司 Quick positioning construction device of bridge steel tube standing column

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6088729A (en) * 1983-10-18 1985-05-18 Ishikawajima Harima Heavy Ind Co Ltd Foundation bolt and installation of structure using foundation bolt
CN201447879U (en) * 2009-08-24 2010-05-05 中建钢构江苏有限公司 Steel column base calibrating and fine adjusting device
CN101691815A (en) * 2009-09-03 2010-04-07 中国建筑第四工程局有限公司 Fast hoisting-aligning method for Large-sized steel frames, and steel frame base structure
CN101725154A (en) * 2009-11-16 2010-06-09 天津二十冶建设有限公司 Method and device for installing and regulating light equipment and steel structure
CN101956457A (en) * 2010-08-17 2011-01-26 龙信建设集团有限公司 Method for constructing rectangular steel pipe concrete column
CN102400559A (en) * 2010-09-13 2012-04-04 五冶集团上海有限公司 Steel column correction method in assembly of main body frame steel structure in benzene hydrogenation engineering
CN102182320A (en) * 2011-03-22 2011-09-14 中国十九冶集团有限公司 Mounting method of steel reinforced concrete steel skeleton of large metallurgical industrial factory
CN202090437U (en) * 2011-05-05 2011-12-28 黄海燕 Adjustable steel column socle device
CN203129165U (en) * 2012-12-29 2013-08-14 青岛海德路桥工程股份有限公司 Quick positioning construction device of bridge steel tube standing column

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105821770A (en) * 2016-04-01 2016-08-03 上海城建市政工程(集团)有限公司 Connecting and locating method for multiple tower roots and large-size concrete bearing platform foundation of steel structure main tower
CN106436583A (en) * 2016-10-14 2017-02-22 中铁十局集团有限公司 Large-cantilever bent cap tensioning anchorage temporary support device and construction method thereof
CN106436583B (en) * 2016-10-14 2019-02-19 中铁十一局集团有限公司 A kind of interim stretch-draw anchor suspension device of great cantilever bent cap and its construction method
CN107905113A (en) * 2017-12-07 2018-04-13 中国十七冶集团有限公司 A kind of Steel Tubes For Bridge Application positioner
CN107905113B (en) * 2017-12-07 2019-08-06 中国十七冶集团有限公司 A kind of Steel Tubes For Bridge Application positioning device
CN109837922A (en) * 2019-03-19 2019-06-04 成都建工工业设备安装有限公司 A kind of photo-voltaic power generation station pile foundation construction technique
CN112049020A (en) * 2020-09-15 2020-12-08 中铁十局集团有限公司 Method for vertically installing large steel pipe upright post
CN112523591A (en) * 2020-11-16 2021-03-19 中国三冶集团有限公司 Steel pipe column installation method

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Application publication date: 20130424