CN102704696B - Space locator for high, big and heavy steel upright column - Google Patents
Space locator for high, big and heavy steel upright column Download PDFInfo
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- CN102704696B CN102704696B CN201210211722.2A CN201210211722A CN102704696B CN 102704696 B CN102704696 B CN 102704696B CN 201210211722 A CN201210211722 A CN 201210211722A CN 102704696 B CN102704696 B CN 102704696B
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- 239000010959 steel Substances 0.000 title claims abstract description 45
- 238000009434 installation Methods 0.000 claims abstract description 15
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- 238000010276 construction Methods 0.000 description 3
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Abstract
一种高大重钢立柱空间定位器,属于钢结构件安装领域。本发明分为上下两部分,上部分为用于固定钢立柱的基座,基座由两块半工字形的结构相向通过固定螺栓连结,基座中部形成用来容置钢立柱的空腔,在基座的四周设置有用于调整钢立柱在水平方向位置的基座调节螺栓;下部分为四个可调节的U形的卡具,卡具两两相对放置,相对放置的一对卡具用于装卡在同一个工字钢的侧翼上。卡具通过竖直方向设置的卡具调节螺栓连接在基座上,卡具调节螺栓旋入基座内的凹槽内。通过调节卡具上的卡具调节螺栓来控制钢立柱在竖直方向的位置。本发明保证钢立柱安装空间位置的准确;保证钢立柱安装过程实时定位和固定;是一种可拆卸组合式定位器。
The utility model relates to a space locator for tall and heavy steel columns, which belongs to the field of installation of steel structural parts. The present invention is divided into upper and lower parts. The upper part is the base for fixing the steel column. The base is connected by two half I-shaped structures facing each other through fixing bolts. The middle part of the base forms a cavity for accommodating the steel column. Around the base, there are base adjustment bolts for adjusting the position of the steel column in the horizontal direction; the lower part is divided into four adjustable U-shaped fixtures, and the fixtures are placed in pairs. The mounting is clamped on the side of the same I-beam. The fixture is connected on the base through the fixture adjusting bolt arranged in the vertical direction, and the fixture adjusting bolt is screwed into the groove in the base. The position of the steel column in the vertical direction is controlled by adjusting the fixture adjusting bolt on the fixture. The invention ensures the accuracy of the installation space position of the steel column, ensures the real-time positioning and fixing of the steel column during installation, and is a detachable combined locator.
Description
技术领域technical field
本发明涉及一种高大重钢立柱构件的空间安装,是一种构件定位器,用于高大重钢立柱空间定位和安装,属于钢结构件安装领域。The invention relates to a space installation of a tall and heavy steel column member, which is a component positioner, which is used for space positioning and installation of a tall and heavy steel column, and belongs to the field of steel structure installation.
技术背景technical background
随着我国工业和建筑业的发展,大型钢结构的工业厂房和高耸建筑愈来愈多,高大重钢立柱空间定位和安装施工技术要求较高,在钢立柱的吊装过程中,既要求定位实时、准确,又要保证足够的精度。采用传统的构件吊装方法存在如下缺陷:With the development of my country's industry and construction industry, there are more and more large-scale steel structure industrial plants and high-rise buildings. The spatial positioning and installation and construction technology requirements of tall and heavy steel columns are higher. , accurate, but also to ensure sufficient accuracy. The following defects exist in the traditional component hoisting method:
(1)需用大量的人力,工作量大、效率低、作业危险,并且精度无法保证。(1) A large amount of manpower is required, the workload is large, the efficiency is low, the operation is dangerous, and the accuracy cannot be guaranteed.
(2)吊装过程无法保证钢立柱呈自由垂直状态。(2) The hoisting process cannot guarantee that the steel column is in a free vertical state.
(3)吊装过程需要周边有足够的安装空间。(3) The hoisting process requires sufficient installation space around.
(4)吊装过程无法保证底座精密定位。(4) The precise positioning of the base cannot be guaranteed during the hoisting process.
(5)吊装过程无法进行空间实时定位。(5) Space real-time positioning cannot be performed during hoisting.
(6)不适用于高大重构件的空间定位。(6) Not suitable for spatial positioning of tall and heavy components.
发明内容Contents of the invention
为了克服上述缺陷,本发明提出了一种高大重钢立柱空间定位器,可有效保证高大重钢立柱构件吊装过程中的定位和安装精度,提高工作效率,减少工作量,降低作业危险。In order to overcome the above defects, the present invention proposes a space locator for tall and heavy steel columns, which can effectively ensure the positioning and installation accuracy during hoisting of tall and heavy steel column components, improve work efficiency, reduce workload, and reduce operation risks.
本发明采用如下技术方案:The present invention adopts following technical scheme:
所述高大重钢立柱空间定位器,分为上下两部分,上部分为用于固定钢立柱的基座4,基座4由两块半工字形的结构相向通过固定螺栓1连结,基座4中部形成用来容置钢立柱5的空腔,在基座4的四周设置有用于调整钢立柱5在水平方向位置的基座调节螺栓2;下部分为四个可调节的U形的卡具7,卡具7两两相对放置,相对放置的一对卡具7用于装卡在同一个工字钢的侧翼上。卡具7通过竖直方向设置的卡具调节螺栓3连接在基座4上,卡具调节螺栓3旋入基座4内的凹槽内。通过调节卡具7上的卡具调节螺栓3来控制钢立柱在竖直方向的位置。The space locator for the tall and heavy steel column is divided into upper and lower parts. The upper part is a base 4 for fixing the steel column. The base 4 is connected by two half I-shaped structures facing each other through the fixing bolt 1. The base 4 The middle part forms a cavity for accommodating the steel column 5, and base adjustment bolts 2 for adjusting the position of the steel column 5 in the horizontal direction are arranged around the base 4; the lower part is divided into four adjustable U-shaped fixtures 7. Fixtures 7 are placed opposite to each other, and a pair of fixtures 7 placed oppositely are used to be clamped on the flanks of the same I-beam. The fixture 7 is connected to the base 4 through the fixture adjusting bolt 3 arranged in the vertical direction, and the fixture adjusting bolt 3 is screwed into the groove in the base 4 . The position of the steel column in the vertical direction is controlled by adjusting the clamp adjusting bolt 3 on the clamp 7 .
基座4中部形成用来容置钢立柱5的空腔的两侧堆成设置有用于将钢立柱5安放于定位器之上进行空间定位和安装的支撑6。The two sides of the cavity formed in the middle of the base 4 for accommodating the steel column 5 are stacked with supports 6 for placing the steel column 5 on the locator for spatial positioning and installation.
本发明具有以下优点:The present invention has the following advantages:
(1)保证钢立柱安装空间位置的准确;(1) Ensure the accuracy of the installation space of the steel column;
(2)保证钢立柱安装过程实时定位和固定;(2) Ensure real-time positioning and fixing of steel columns during installation;
(3)该空间定位器是一种可拆卸组合式定位器;(3) The space locator is a detachable combined locator;
(4)有效提高安装工作效率,节约人力和物力,保证施工安全;(4) Effectively improve installation efficiency, save manpower and material resources, and ensure construction safety;
(5)适用于各种工况条件下各种型号的钢立柱安装。(5) It is suitable for the installation of various types of steel columns under various working conditions.
附图说明Description of drawings
图1:本发明高大重钢立柱空间定位器俯视图;Figure 1: a top view of the space locator for tall and heavy steel columns of the present invention;
图2:本发明高大重钢立柱空间定位器正面示意图;Figure 2: Front view of the space locator for tall and heavy steel columns of the present invention;
图3:本发明高大重钢立柱空间定位器背面示意图;Figure 3: Schematic diagram of the back of the space locator for tall and heavy steel columns of the present invention;
图中:1、固定螺栓,2、基座调节螺栓,3、卡具调节螺栓,4、基座,5、钢立柱,6、支撑,7、卡具。Among the figure: 1, fixing bolt, 2, base adjusting bolt, 3, clamp adjusting bolt, 4, base, 5, steel column, 6, support, 7, clamp.
具体实施方式Detailed ways
如图1、2、3所示,其中,定位器为一可拆卸组合式定位器,分为上下两部分,上部结构为两块能够拼接的用于固定钢立柱5的基座4,并在四周有六个穿过基座的基座调节螺栓2;下部结构为四个卡具,每一卡具都有一卡具调节螺栓3,通过此卡具调节螺栓3与上部结构中的基座4底部的凹槽相连接。As shown in Figures 1, 2, and 3, the locator is a detachable combined locator, which is divided into upper and lower parts, and the upper structure is two bases 4 that can be spliced to fix the steel column 5, and There are six base adjusting bolts 2 passing through the base around; the lower structure is four fixtures, each fixture has a fixture adjusting bolt 3, through which the fixture adjusting bolt 3 and the base 4 in the upper structure Grooves at the bottom connect.
使用时,将高大重钢立柱5通过两边焊接的钢块架于定位器之上,通过固定螺栓1(如图2)将钢立柱5固定于基座4内部,将卡具7卡在工字钢上,并通过四个卡具调节螺栓3与上部基座4底部的凹槽相连(如图1),通过调节基座4上的基座调节螺栓2来控制钢立柱在水平方向的位置,通过调节卡具上的调节螺栓3来控制钢立柱在竖直方向的位置。When in use, the tall heavy steel column 5 is placed on the locator through the steel blocks welded on both sides, the steel column 5 is fixed inside the base 4 through the fixing bolt 1 (as shown in Figure 2), and the fixture 7 is stuck on the I-shaped on the steel, and connected with the groove at the bottom of the upper base 4 through four fixture adjusting bolts 3 (as shown in Figure 1), and the position of the steel column in the horizontal direction is controlled by adjusting the base adjusting bolt 2 on the base 4, The position of the steel column in the vertical direction is controlled by adjusting the adjusting bolt 3 on the fixture.
以上是本发明的一个典型实例,本发明的实施不限于此。The above is a typical example of the present invention, and the practice of the present invention is not limited thereto.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210211722.2A CN102704696B (en) | 2012-06-21 | 2012-06-21 | Space locator for high, big and heavy steel upright column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210211722.2A CN102704696B (en) | 2012-06-21 | 2012-06-21 | Space locator for high, big and heavy steel upright column |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102704696A CN102704696A (en) | 2012-10-03 |
| CN102704696B true CN102704696B (en) | 2015-05-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201210211722.2A Expired - Fee Related CN102704696B (en) | 2012-06-21 | 2012-06-21 | Space locator for high, big and heavy steel upright column |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193632B (en) * | 2016-08-23 | 2018-06-29 | 张国阳 | A kind of tall and big heavy steel column spatial locator |
| CN106348170B (en) * | 2016-08-29 | 2017-10-20 | 中车长春轨道客车股份有限公司 | EMUs headwall column is lifted and positioning assisting tooling |
| CN111042552B (en) * | 2019-12-26 | 2020-08-18 | 泰安市联强远大住宅工业有限公司 | Prefabricated post location leading truck of assembly type structure concrete |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09203210A (en) * | 1996-01-29 | 1997-08-05 | Penta Ocean Constr Co Ltd | Mounting device for steel frame verticality measuring means |
| JP3483522B2 (en) * | 2000-06-05 | 2004-01-06 | テクノス株式会社 | Position adjustment device for steel columns |
| JP2005090116A (en) * | 2003-09-18 | 2005-04-07 | Takeshi Akagi | Method for erecting steel frame column and positioning frame body used for it |
| CN101024965A (en) * | 2006-02-21 | 2007-08-29 | 上海建工(集团)总公司 | Underground preburied column high-precision smart verticality-regulating system and mounting construction method |
| CN201280722Y (en) * | 2008-09-25 | 2009-07-29 | 中建三局建设工程股份有限公司 | Suspension type steel upright post hoisting guiding rail |
| 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 |
| CN101858148A (en) * | 2009-04-10 | 2010-10-13 | 江苏顺通建设工程有限公司 | Steel column splicing three-dimensional adjusting method |
| CN102493554A (en) * | 2011-12-13 | 2012-06-13 | 北京城建中南土木工程集团有限公司 | Abutting joint device of steel lattice column, and construction method of same |
-
2012
- 2012-06-21 CN CN201210211722.2A patent/CN102704696B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09203210A (en) * | 1996-01-29 | 1997-08-05 | Penta Ocean Constr Co Ltd | Mounting device for steel frame verticality measuring means |
| JP3483522B2 (en) * | 2000-06-05 | 2004-01-06 | テクノス株式会社 | Position adjustment device for steel columns |
| JP2005090116A (en) * | 2003-09-18 | 2005-04-07 | Takeshi Akagi | Method for erecting steel frame column and positioning frame body used for it |
| CN101024965A (en) * | 2006-02-21 | 2007-08-29 | 上海建工(集团)总公司 | Underground preburied column high-precision smart verticality-regulating system and mounting construction method |
| CN201280722Y (en) * | 2008-09-25 | 2009-07-29 | 中建三局建设工程股份有限公司 | Suspension type steel upright post hoisting guiding rail |
| CN101858148A (en) * | 2009-04-10 | 2010-10-13 | 江苏顺通建设工程有限公司 | Steel column splicing three-dimensional adjusting method |
| 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 |
| CN102493554A (en) * | 2011-12-13 | 2012-06-13 | 北京城建中南土木工程集团有限公司 | Abutting joint device of steel lattice column, and construction method of same |
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| CN102704696A (en) | 2012-10-03 |
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Owner name: BEIJING DAYU WORKSHOP BUILDING TECHNOLOGY CO., LTD Free format text: FORMER OWNER: BEIJING INDUSTRY UNIVERSITY Effective date: 20150727 |
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Effective date of registration: 20150727 Address after: 101121 Beijing city Tongzhou District e-learn 74 North Street Patentee after: Beijing Dayu Workshop Building Technology Co. Ltd. Address before: 100124 Chaoyang District, Beijing Ping Park, No. 100 Patentee before: Beijing University of Technology |
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