CN107503369A - A kind of high precision apparatus foundation built-in bolt sleeve and its installation method - Google Patents

A kind of high precision apparatus foundation built-in bolt sleeve and its installation method Download PDF

Info

Publication number
CN107503369A
CN107503369A CN201710763809.3A CN201710763809A CN107503369A CN 107503369 A CN107503369 A CN 107503369A CN 201710763809 A CN201710763809 A CN 201710763809A CN 107503369 A CN107503369 A CN 107503369A
Authority
CN
China
Prior art keywords
bolt
sleeve
rectangular channel
sides
built
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
CN201710763809.3A
Other languages
Chinese (zh)
Inventor
刘少顺
沈继林
李恩勇
宋雷雷
张应杰
常成军
段作栋
师春红
黄俊云
刘艳磊
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.)
YUNNAN GENERAL CONSTRUCTION ENGINEERING CONTRACT Co
Original Assignee
YUNNAN GENERAL CONSTRUCTION ENGINEERING CONTRACT Co
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 YUNNAN GENERAL CONSTRUCTION ENGINEERING CONTRACT Co filed Critical YUNNAN GENERAL CONSTRUCTION ENGINEERING CONTRACT Co
Priority to CN201710763809.3A priority Critical patent/CN107503369A/en
Publication of CN107503369A publication Critical patent/CN107503369A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/44Foundations for machines, engines or ordnance
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B35/00Screw-bolts; Stay-bolts; Screw-threaded studs; Screws; Set screws
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16MFRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
    • F16M9/00Special layout of foundations with respect to machinery to be supported

Abstract

A kind of high precision apparatus foundation built-in bolt sleeve device and its installation method, formed by two and two or more shroud member by the weldering of bolt centerline group, each shroud member includes circular metal sleeve, bolt is inserted into the T bolt in sleeve upside down, the symmetrical rectangular channel for being opened in lower cartridge both sides, it is welded in the bottom plate of sleeve bottom end, two symmetrical opposite, the channel-section steel both ends of outward opening are respectively embedded into the rectangular channel of adjacent two lower cartridge both sides and welded, two shroud member connections are formed into a set of built-in bolt sleeve device, the width of the T-shaped head of T bolt is less than the spacing between the rectangular channel bottom land of lower cartridge both sides, length is more than the spacing between the rectangular channel bottom land of both sides.The built-in bolt sleeve processing of the present invention is simple, easy for installation, stabilized structure, and position is not easily moveable in concreting process and deformation, installation accuracy are high.T bolt can be free to remove and replace, and Equipment Foundations will not be caused to damage.

Description

A kind of high precision apparatus foundation built-in bolt sleeve and its installation method
Technical field
The invention belongs to construction and installation technical field, and in particular to high precision apparatus foundation built-in bolt and its installation method Technical field.
Background technology
High precision apparatus anchor bolt installation accuracy requires very high, is the crucial work in high precise equipment installation overall process Sequence, can the precision of its construction and installation control directly affects high precise equipment smoothly successfully install, debugs and use, and difficulty of construction is very Greatly.Because the method for traditional pre-embedded bolt installation installs reserved installation bolt hole or the reserved installation spiral shell of welding steel box using wooden model more Keyhole, at casting concrete basis, wooden model or steel box are also easy to produce displacement, it is difficult to ensure that bolt installation accuracy meets that design will Ask.
The content of the invention
The invention aims to solve the above-mentioned problems of the prior art, there is provided one kind is simple in construction, is easy to add Work makes, the high precision apparatus foundation built-in bolt sleeve and its installation method that quick and easy for installation, installation accuracy is high.
The purpose of the present invention is achieved through the following technical solutions:
A kind of high precision apparatus foundation built-in bolt sleeve device, described device is by two and two or more shroud member group Weldering forms, and each shroud member includes circular metal sleeve, the T bolt that bolt is inserted into sleeve upside down, symmetrically opened It is located at the rectangular channel of lower cartridge both sides, is welded in the bottom plate of sleeve bottom end, two symmetrical opposite, channel-section steel both ends of outward opening It is respectively embedded into the rectangular channel of adjacent two lower cartridge both sides and welds, two shroud member connections is formed into a set of pre-buried spiral shell Bolt sleeve arrangement;The width of the T-shaped head of the T bolt is less than the spacing between the rectangular channel bottom land of lower cartridge both sides, T-shaped The length of head is more than the spacing between the rectangular channel bottom land of lower cartridge both sides.
The installation method of high precision apparatus foundation built-in bolt sleeve device of the present invention is as follows:
A. a set of or more than two sets built-in bolt sleeve devices are welded on shape steel bracket, set wound packages then will be welded The shape steel bracket put is positioned by high precise equipment anchor bolt center line design attitude, has checked the absolute altitude and perpendicularity of sleeve, will Shape steel bracket is fixed on blinding concrete;
B.b. in the angle steel of bolt collar upper weld and two sleeve lateral connections (9);
C. to high precision apparatus base position casting concrete, built-in bolt sleeve device and shape steel bracket are fixed on mixed In solidifying soil, one section of height of base concrete body structure surface is higher by the top of sleeve;
D. before high precision apparatus being installed, sleeve exposed parts are cut off, by T bolt insertion sleeve upside down, T-shaped head Width inserted along the space between the rectangular channel bottom land of lower cartridge both sides under to below rectangular channel, then T bolt is turned It is dynamic 90 °, the stuck bottom land in sleeve both sides rectangular channel of T-shaped;
E. high precise equipment is arranged on and exposed on the T bolt of base concrete body structure surface, positioning is adjusted to require Precision after, the gap between T bolt and sleeve is tamped with quartz sand.
The built-in bolt sleeve device processing and fabricating of the present invention is simple, easy for installation, stabilized structure, in concreting Position is not easily moveable in journey and deforms, and installation accuracy is high, when T bolt because the equipment generation fatigue of running vibration for a long time is broken Bad when, with air compressor machine being replaceable bolt after the quartz sand blowout in sleeve, being free to remove and replace for bolt is realized, will not Equipment Foundations are caused to damage.
Brief description of the drawings
Fig. 1 is the structural representation of the built-in bolt sleeve device of the present invention;
Fig. 2 is the built-in bolt sleeve device section full-page proof schematic diagram of the present invention;
Fig. 3 is the schematic diagram that the built-in bolt sleeve device of the present invention is welded on shape steel bracket.
Embodiment
The present invention will be further described in detail below in conjunction with the accompanying drawings.
High precision apparatus foundation built-in bolt sleeve as shown in Figure 1, by two and the weldering of two or more shroud member group Into each shroud member includes circular metal sleeve 1, the T bolt 4 that bolt is inserted into sleeve 1 upside down, symmetrically opened up Under a bushing the rectangular channel of portion both sides, be welded in the bottom plate 3 of sleeve bottom end, two symmetrical opposite, both ends of channel-section steel 2 of outward opening It is respectively embedded into the rectangular channel of adjacent two lower cartridge both sides and welds, two shroud member connections is formed into a set of pre-buried spiral shell Bolt sleeve arrangement;The width of the T-shaped head of the T bolt 4 is less than the spacing between the rectangular channel bottom land of lower cartridge both sides, T The length of forming head is more than the spacing between the rectangular channel bottom land of lower cartridge both sides.
Two and more than two bolt collars can be combined into bolt sleeve by bolt collar by design drawing bolt position Cylinder group, then welds together bolt collar group and the completely self-contained shape steel support of template system.
The installation method of high precision apparatus foundation built-in bolt sleeve device of the present invention is referring to Fig. 2, Fig. 3, method step It is rapid as follows:
A. a set of or more than two sets built-in bolt sleeve devices are welded on shape steel bracket 7, sleeve then will be welded The shape steel bracket of device is positioned by high precise equipment anchor bolt center line design attitude, has checked the absolute altitude and perpendicularity of sleeve, Shape steel bracket is fixed on concrete cushion 8;
B. in order to ensure bolt collar overall perpendicularity and precision, the side pressure force deformation of casting concrete process is avoided, Angle steel 9 that bolt collar upper position increase is laterally set and and sleeve weld, strengthen the rigidity of whole bolt collar;
C. to high precision apparatus base position casting concrete 5, built-in bolt sleeve device and shape steel bracket are fixed on In concrete, one section of height of base concrete body structure surface is higher by the top of sleeve;Before casting concrete, waste plastics, gunnysack can be used Or steel scrap plate weld closure sleeve top, prevent concrete from entering sleeve;
D. before high precision apparatus being installed, sleeve exposed parts are cut off, by insertion sleeve 1 upside down of T bolt 4, T-shaped Head width direction inserted along the space between the rectangular channel bottom land of lower cartridge both sides under to rectangular channel below 2, then by T bolt 90 ° are rotated, the stuck bottom land in sleeve both sides rectangular channel of T-shaped;
E. high precise equipment is arranged on and exposed on the T bolt of base concrete body structure surface, positioning is adjusted to require Precision after, tamp the gap between T bolt and sleeve with quartz sand 6, that is, complete the installation of high precise equipment.
When T bolt 4 operates vibration generation fatigue rupture for a long time because of equipment, air compressor machine can be used the stone in sleeve After sand 6 is blown out, T bolt is changed, being free to remove and replace for T bolt is realized, Equipment Foundations will not be caused to damage.

Claims (2)

1. a kind of high precision apparatus foundation built-in bolt sleeve device, it is characterised in that described device is by two and two or more Shroud member is formed by the weldering of bolt centerline group, and each shroud member includes circular metal sleeve (1), bolt is inserted into upside down T bolt (4) in sleeve (1), symmetrically it is opened in the rectangular channel of lower cartridge both sides, is welded in the bottom plate of sleeve bottom end (3), two symmetrical opposite, channel-section steel (2) both ends of outward opening are respectively embedded into the rectangular channel of adjacent two lower cartridge both sides And weld, two shroud member connections are formed into a set of built-in bolt sleeve device;The width of the T-shaped head of the T bolt (4) Degree is less than the spacing between the rectangular channel bottom land of lower cartridge both sides, and the length of T-shaped head is more than lower cartridge both sides rectangular channel bottom land Between spacing.
2. the installation method of high precision apparatus foundation built-in bolt sleeve device as claimed in claim 1, it is characterised in that installation Method is as follows:
A. a set of or more than two sets built-in bolt sleeve devices are welded on shape steel bracket (7), set wound packages then will be welded The shape steel bracket put is positioned by high precise equipment anchor bolt center line design attitude, has checked the absolute altitude and perpendicularity of sleeve, will Shape steel bracket is fixed on blinding concrete (8);
B. in the angle steel of bolt collar upper weld and two sleeve lateral connections (9);
C. to high precision apparatus base position casting concrete (5), built-in bolt sleeve device and shape steel bracket are fixed on mixed In solidifying soil, one section of height of base concrete body structure surface is higher by the top of sleeve;
D. before high precision apparatus being installed, sleeve exposed parts are cut off, by T bolt (4) insertion sleeve (1) upside down, T-shaped Head width direction along between the rectangular channel bottom land of lower cartridge both sides space insert under to rectangular channel (2) below, then by T-shaped head spiral shell Bolt rotates 90 °, the stuck bottom land in sleeve both sides rectangular channel of T-shaped;
E. high precise equipment is arranged on and exposed on the T bolt of base concrete body structure surface, positioning is adjusted to desired essence After degree, the gap between T bolt and sleeve is tamped with quartz sand (6).
CN201710763809.3A 2017-08-30 2017-08-30 A kind of high precision apparatus foundation built-in bolt sleeve and its installation method Pending CN107503369A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710763809.3A CN107503369A (en) 2017-08-30 2017-08-30 A kind of high precision apparatus foundation built-in bolt sleeve and its installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710763809.3A CN107503369A (en) 2017-08-30 2017-08-30 A kind of high precision apparatus foundation built-in bolt sleeve and its installation method

Publications (1)

Publication Number Publication Date
CN107503369A true CN107503369A (en) 2017-12-22

Family

ID=60694365

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710763809.3A Pending CN107503369A (en) 2017-08-30 2017-08-30 A kind of high precision apparatus foundation built-in bolt sleeve and its installation method

Country Status (1)

Country Link
CN (1) CN107503369A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113062804A (en) * 2021-03-26 2021-07-02 杭州汽轮动力集团有限公司 Gas turbine base fixing device and fixing device installation method
CN115506609A (en) * 2022-09-16 2022-12-23 太原重工工程技术有限公司 Foundation bolt positioning device and construction method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102080417A (en) * 2010-12-15 2011-06-01 中国二十二冶集团有限公司 Construction method for split burying of large T-shaped sleeve bolt
CN106351246A (en) * 2015-07-15 2017-01-25 五冶集团上海有限公司 Installing method of the integral sleeve of a kind of T -bolt (diameter <= 48mm)
CN207295754U (en) * 2017-08-30 2018-05-01 云南工程建设总承包股份有限公司 A kind of high precision apparatus foundation built-in bolt sleeve device
US20180363294A1 (en) * 2015-12-11 2018-12-20 Salag Sp. Z O.O. Sp. K Securing clip and system for installation of flooring elements comprising such a securing clip

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102080417A (en) * 2010-12-15 2011-06-01 中国二十二冶集团有限公司 Construction method for split burying of large T-shaped sleeve bolt
CN106351246A (en) * 2015-07-15 2017-01-25 五冶集团上海有限公司 Installing method of the integral sleeve of a kind of T -bolt (diameter <= 48mm)
US20180363294A1 (en) * 2015-12-11 2018-12-20 Salag Sp. Z O.O. Sp. K Securing clip and system for installation of flooring elements comprising such a securing clip
CN207295754U (en) * 2017-08-30 2018-05-01 云南工程建设总承包股份有限公司 A kind of high precision apparatus foundation built-in bolt sleeve device

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
尹洪权;杨晓云;李树栋;宋雷雷;潘金坤;: "地铁车辆塞拉门下摆臂螺栓连接状态仿真", 现代城市轨道交通 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113062804A (en) * 2021-03-26 2021-07-02 杭州汽轮动力集团有限公司 Gas turbine base fixing device and fixing device installation method
CN113062804B (en) * 2021-03-26 2022-06-28 杭州汽轮动力集团有限公司 Gas turbine base fixing device and fixing device installation method
CN115506609A (en) * 2022-09-16 2022-12-23 太原重工工程技术有限公司 Foundation bolt positioning device and construction method

Similar Documents

Publication Publication Date Title
CN105525625A (en) Construction method and device of pre-embedded bolts of fixed steel column base
CN107503369A (en) A kind of high precision apparatus foundation built-in bolt sleeve and its installation method
CN102454293A (en) Steel structural concrete-based pre-cast bolt positioning device
CN105926672A (en) Mined metro station steel pipe column construction method
CN106741607A (en) A kind of method that boat segmental installs container buried base frame
CN102373713B (en) Construction method and device for preserved hole of equipment foundation bolt
CN103437346A (en) Steel pipe pile with burrs and construction method
CN207295754U (en) A kind of high precision apparatus foundation built-in bolt sleeve device
CN202509768U (en) Side steel die supporting and protecting device for reinforced concrete terrace construction
CN106284428A (en) A kind of concrete column method for supporting of building structure post-cast strip
JP5209278B2 (en) Construction method of steel column and pile connection structure of steel building
CN104196248B (en) Steel pipe column vertical locating device and construction method thereof is inserted after contrary sequence method
CN108149866A (en) PC stair cast-in-place node pre-cast bolt positioning devices and method
CN104863266A (en) Prefabricated high-ductility beam-column joint for box column and I-beam
CN111441349A (en) Construction method for accurately positioning steel pipe column of urban bridge and subway co-constructed pile foundation
CN105064217A (en) Mortar leakage preventing device for bridge cap beam bottom mold
CN205791363U (en) A kind of electrical engineering positioning installation apparatus
CN203293133U (en) Steel structure narrow space node plate field hole forming locating device
CN211773611U (en) Pier steel form bored concrete pile auxiliary device
CN207044386U (en) A kind of device for being used to fix prefabricated beam bridge floor tapping pipe
CN112726919A (en) BIM-based assembled integral frame structure composite beam and composite slab design and construction method
JP7330847B2 (en) Positioning jig and drilling method
CN205313923U (en) Ballastless track board
CN110700574A (en) Post-cast strip supporting structure and construction method thereof
CN204645304U (en) A kind of heavy roof truss sliding connection structure

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
WD01 Invention patent application deemed withdrawn after publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20171222