CN102535509A - Construction method of high-flatness equipment foundation and adjusting structure thereof - Google Patents

Construction method of high-flatness equipment foundation and adjusting structure thereof Download PDF

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Publication number
CN102535509A
CN102535509A CN2010106086652A CN201010608665A CN102535509A CN 102535509 A CN102535509 A CN 102535509A CN 2010106086652 A CN2010106086652 A CN 2010106086652A CN 201010608665 A CN201010608665 A CN 201010608665A CN 102535509 A CN102535509 A CN 102535509A
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CN
China
Prior art keywords
adjusting
fitting
built
bolt
equipment
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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
CN2010106086652A
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Chinese (zh)
Inventor
袁新敏
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.)
Guiyang Aluminum Magnesium Design and Research Institute Co Ltd
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Guiyang Aluminum Magnesium Design and Research Institute 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.)
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Publication date
Application filed by Guiyang Aluminum Magnesium Design and Research Institute Co Ltd filed Critical Guiyang Aluminum Magnesium Design and Research Institute Co Ltd
Priority to CN2010106086652A priority Critical patent/CN102535509A/en
Publication of CN102535509A publication Critical patent/CN102535509A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a construction method of high-flatness equipment foundation and an adjusting structure thereof. The construction method comprises the following steps: during equipment foundation construction, pre-embedding three adjusting bolts on the foundation for equipment installation, mounting adjusting nuts on the adjusting bolts, sleeving the pre-embedded parts of the equipment foundation over the three adjusting bolts and pressing on the adjusting nuts, adjusting the adjusting nuts on the adjusting bolts to enable the surfaces of the pre-embedded parts to reach the high flatness required by the equipment installation, fastening the pre-embedded parts on the adjusting bolts with fastening nuts which are mounted on the adjusting bolts and pressed on the pre-embedded parts, and pouring concrete below the pre-embedded parts. The construction method and the adjusting structure disclosed by the invention have the advantages that the adjusting structure is simple, the construction is easy, the requirements on the level of construction technology of operators is low, the construction quality can be reliably ensured, the cost is low, the construction efficiency is high and the like.

Description

A kind of job practices of high-flatness Equipment Foundations and adjustment structure thereof
Technical field
The present invention relates to a kind of job practices and adjustment structure thereof of high-flatness Equipment Foundations, belong to the Equipment Foundations technical field of construction.
Background technology
Along with the development of modern industrial technology, industrial equipment is more and more advanced, and it is also increasingly high that equipment is installed desired precision.But in modern times in the design of the Equipment Foundations of industrial premises; Generally all be to be employed in the pre-buried built-in fitting of going up in Equipment Foundations top, owing to construction technology is generally not high, the result basic built-in fitting out-of-flatness often occurs in the back of having constructed; Often satisfy not the high-flatness requirement of equipment, need do after-treatment.This not only fails to meet the time limit of a project, and has increased expense again.Therefore, existing Equipment Foundations form of construction work still is not ideal enough, still can not satisfy the needs of actual use.
Summary of the invention
The objective of the invention is to: provide a kind of simple in structure, construction easily, not high but can reach job practices and adjustment structure thereof to construction technical requirement than the high-flatness Equipment Foundations of high-flatness standard, thereby overcome the deficiency of prior art.
The present invention is achieved in that the job practices of a kind of high-flatness Equipment Foundations of the present invention does; When Equipment Foundations are constructed; On the basis of erection equipment, imbed 3 in advance and regulate bolts, and regulate install on the bolt regulate nut after, the built-in fitting of Equipment Foundations is enclosed within 3 regulates on the bolts and be pressed in and regulate on the nut; Through regulating the adjusting nut on the bolt; After making the surface of built-in fitting reach equipment desired high-flatness is installed, then built-in fitting be fastened on regulate on the bolt with being contained in to regulate on the bolt and be pressed in fastening nut on the built-in fitting, and then under built-in fitting fluid concrete.
The adjustment structure that is used for a kind of high-flatness Equipment Foundations of the present invention's invention; The built-in fitting that comprises Equipment Foundations; On built-in fitting, be provided with 3 bolts hole that distribute by triangle, on the basis of erection equipment, be provided with 3 and regulate bolt, and on the adjusting bolt, the adjusting nut is installed; 3 bolts hole of built-in fitting are enclosed within on 3 adjusting bolts respectively and are pressed in and regulate on the nut; Make the surface of built-in fitting reach equipment desired high-flatness to be installed, fastening nut all to be housed through regulate adjusting nut on the bolt at each topmost of regulating bolt, through fastening nut with built-in fitting press solidly regulate on the nut and with regulate bolt and connect as one.
Owing to adopted technique scheme; The present invention regulates bolt through on the built-in fitting on legacy equipment basis, increasing in advance; And the planeness of regulating built-in fitting through the adjusting nut of regulating on the bolt; Make embedded part can be adjusted to the standard that has than high-flatness very easily, thereby meet design requirement.Therefore, the present invention compared with prior art, that the present invention not only has is simple in structure, construction is easy to advantage, but also have less demanding to operator's construction technology level, and can guarantee construction quality, low, the high efficient construction of expense reliably.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the plan structure sketch map of Fig. 1.
Description of reference numerals: the 1-built-in fitting, 2-regulates bolt, and 3-regulates nut, 4-fastening nut.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the present invention is done further detailed description.
Embodiments of the invention: when carrying out the Equipment Foundations construction; By the adjustment structure of a kind of high-flatness Equipment Foundations of the present invention, produce built-in fitting 1 earlier, built-in fitting 1 can directly improve on existing embedded part structure basis and form; Built-in fitting 1 can adopt the steel plate of 5~20 millimeters thick to make according to the needs that use; The sketch map of adjustment structure of the present invention is as depicted in figs. 1 and 2, during making, on every built-in fitting 1, produces 3 bolts hole that distribute by triangle; Construct by job practices of the present invention then; Promptly on the basis of erection equipment, regulate bolts 2 in all pre-buried 3 of the position that needs are placed built-in fitting 1; On each adjusting bolt 2, all install and regulate nut 3; 3 bolts hole of built-in fitting 1 are enclosed within 3 respectively to be regulated on the bolts 2 and is pressed in and regulate on the nut 3; Then through after regulate adjusting nut 3 on the bolt 2 and making the surface of built-in fitting 1 reach equipment desired high-flatness is installed; At each topmost of regulating bolt 2 fastening nut 4 is housed all, through fastening nut 4 built-in fitting 1 is pressed solidly regulating on the nut 3 and with regulating bolt 2 and connect as one, and then press usual manner concrete on built-in fitting is poured into a mould for 1 time.

Claims (2)

1. the job practices of high-flatness Equipment Foundations; It is characterized in that: when Equipment Foundations are constructed; On the basis of erection equipment, imbed 3 in advance and regulate bolts, and regulate install on the bolt regulate nut after, the built-in fitting of Equipment Foundations is enclosed within 3 regulates on the bolts and be pressed in and regulate on the nut; Through regulating the adjusting nut on the bolt; After making the surface of built-in fitting reach equipment desired high-flatness is installed, then built-in fitting be fastened on regulate on the bolt with being contained in to regulate on the bolt and be pressed in fastening nut on the built-in fitting, and then under built-in fitting fluid concrete.
2. the adjustment structure of high-flatness Equipment Foundations; The built-in fitting (1) that comprises Equipment Foundations; It is characterized in that: on built-in fitting (1), be provided with 3 bolts hole that distribute by triangle; On the basis of erection equipment, be provided with 3 and regulate bolt (2); And adjusting nut (3) is installed on adjusting bolt (2), 3 bolts hole of built-in fitting (1) are enclosed within 3 adjusting bolts (2) respectively and go up and be pressed on the adjusting nut (3), make the surface of built-in fitting (1) reach equipment through the adjusting nut (3) on the adjusting adjusting bolt (2) desired high-flatness is installed; At each topmost of regulating bolt (2) fastening nut (4) is housed all, through fastening nut (4) built-in fitting (1) is pressed solidly at adjusting nut (3) and go up and connect as one with adjusting bolt (2).
CN2010106086652A 2010-12-28 2010-12-28 Construction method of high-flatness equipment foundation and adjusting structure thereof Pending CN102535509A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010106086652A CN102535509A (en) 2010-12-28 2010-12-28 Construction method of high-flatness equipment foundation and adjusting structure thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010106086652A CN102535509A (en) 2010-12-28 2010-12-28 Construction method of high-flatness equipment foundation and adjusting structure thereof

Publications (1)

Publication Number Publication Date
CN102535509A true CN102535509A (en) 2012-07-04

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CN (1) CN102535509A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103276747A (en) * 2013-06-26 2013-09-04 陕西建工集团第十一建筑工程有限公司 One-time high-accuracy pre-burying construction method for large equipment base guide rails
CN103388343A (en) * 2013-07-31 2013-11-13 天津二十冶建设有限公司 Super-long and large horizontal embedded part reverse construction method
CN104088293A (en) * 2014-06-30 2014-10-08 山东电力工程咨询院有限公司 Assembly type height-adjustable outdoor GIS postposition embedded part and construction method thereof
CN104294840A (en) * 2014-09-16 2015-01-21 中国建筑第二工程局有限公司 Tower crane foundation fixing support leg adjusting system and construction method thereof
CN105442852A (en) * 2015-12-28 2016-03-30 福建工程学院 Pedestal loading hole lifting tool
CN107816055A (en) * 2016-09-14 2018-03-20 复凌科技(上海)有限公司 A kind of built-in fitting and preparation method thereof
CN109723143A (en) * 2018-12-28 2019-05-07 中国二十冶集团有限公司 A kind of construction method of the super short prominent concrete bearing platform of rigidity

Citations (6)

* 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
JPH0849246A (en) * 1994-08-10 1996-02-20 Babcock Hitachi Kk Equipment installing base and method for installation work of the equipment
RU2205263C2 (en) * 2000-03-21 2003-05-27 АОЗТ "Ленинградский Промстройпроект" Method of installation of anchor bolt in foundations for fastening of machines and equipment
CN1966869A (en) * 2005-11-17 2007-05-23 上海宝钢冶金建设公司 Bearing plate screw adjusting method construction process
CN101250881A (en) * 2008-01-21 2008-08-27 武汉冶建安装工程有限责任公司 Method for installation of seat slurry method construction packing plate
CN201151914Y (en) * 2007-12-18 2008-11-19 贵阳铝镁设计研究院 Large-sized equipment foundation pre-buried bolt structure

Patent Citations (6)

* 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
JPH0849246A (en) * 1994-08-10 1996-02-20 Babcock Hitachi Kk Equipment installing base and method for installation work of the equipment
RU2205263C2 (en) * 2000-03-21 2003-05-27 АОЗТ "Ленинградский Промстройпроект" Method of installation of anchor bolt in foundations for fastening of machines and equipment
CN1966869A (en) * 2005-11-17 2007-05-23 上海宝钢冶金建设公司 Bearing plate screw adjusting method construction process
CN201151914Y (en) * 2007-12-18 2008-11-19 贵阳铝镁设计研究院 Large-sized equipment foundation pre-buried bolt structure
CN101250881A (en) * 2008-01-21 2008-08-27 武汉冶建安装工程有限责任公司 Method for installation of seat slurry method construction packing plate

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103276747A (en) * 2013-06-26 2013-09-04 陕西建工集团第十一建筑工程有限公司 One-time high-accuracy pre-burying construction method for large equipment base guide rails
CN103388343A (en) * 2013-07-31 2013-11-13 天津二十冶建设有限公司 Super-long and large horizontal embedded part reverse construction method
CN104088293A (en) * 2014-06-30 2014-10-08 山东电力工程咨询院有限公司 Assembly type height-adjustable outdoor GIS postposition embedded part and construction method thereof
CN104088293B (en) * 2014-06-30 2016-02-10 山东电力工程咨询院有限公司 The outdoor GIS post-install of a kind of assembled height-adjustable and construction method thereof
CN104294840A (en) * 2014-09-16 2015-01-21 中国建筑第二工程局有限公司 Tower crane foundation fixing support leg adjusting system and construction method thereof
CN104294840B (en) * 2014-09-16 2015-11-18 中国建筑第二工程局有限公司 Tower crane foundation fixing support leg adjusting system and construction method thereof
CN105442852A (en) * 2015-12-28 2016-03-30 福建工程学院 Pedestal loading hole lifting tool
CN105442852B (en) * 2015-12-28 2017-07-28 福建工程学院 A kind of pedestal loading hole above carries instrument
CN107816055A (en) * 2016-09-14 2018-03-20 复凌科技(上海)有限公司 A kind of built-in fitting and preparation method thereof
CN109723143A (en) * 2018-12-28 2019-05-07 中国二十冶集团有限公司 A kind of construction method of the super short prominent concrete bearing platform of rigidity

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Application publication date: 20120704