CN201459755U - Bolt sleeve for construction of equipment foundation - Google Patents

Bolt sleeve for construction of equipment foundation Download PDF

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Publication number
CN201459755U
CN201459755U CN 200920110722 CN200920110722U CN201459755U CN 201459755 U CN201459755 U CN 201459755U CN 200920110722 CN200920110722 CN 200920110722 CN 200920110722 U CN200920110722 U CN 200920110722U CN 201459755 U CN201459755 U CN 201459755U
Authority
CN
China
Prior art keywords
sleeve
bolt
construction
welded
anchor slab
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.)
Expired - Lifetime
Application number
CN 200920110722
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Chinese (zh)
Inventor
程平华
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.)
Beijing Shougang Construction Group Co Ltd
Original Assignee
Beijing Shougang Construction 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 Beijing Shougang Construction Group Co Ltd filed Critical Beijing Shougang Construction Group Co Ltd
Priority to CN 200920110722 priority Critical patent/CN201459755U/en
Application granted granted Critical
Publication of CN201459755U publication Critical patent/CN201459755U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

A bolt sleeve for the construction of an equipment foundation belongs to the technical field of building construction. The bolt sleeve comprises a bolt box, a sleeve and a fixed frame, and is characterized in that the bolt box comprises an anchor plate (1), a baffle (3), and a bottom box (2) on the lower surface of the anchor plate; after being perforated and polished, the anchor plate (1) is welded with the baffle (3), and then steel plates around the bottom surface of the anchor plate are welded; the baffle (3) is welded with the anchor plate (1); the bottom box (2) is in welding connection with the anchor plate (1); a cover plate is welded at the top part of the sleeve; and the height of welding seams is no less than 5 mm. The utility model has the advantage that the bolt sleeve can be processed and manufactured at the construction site, thereby meeting the urgent need for the construction, shortening the construction period and reducing the construction cost.

Description

The working bolt sleeve of a kind of Equipment Foundations
Technical field
The utility model belongs to technical field of building construction, the working bolt sleeve of particularly a kind of Equipment Foundations.
Background technology
In the construction of industrial construction Equipment Foundations,, often adopt the sleeve mounting means because bolt quantity is many, installation accuracy requires height.Sleeve processing request precision is higher, and normally consigned processing brand-name computer tool processing because of reasons such as processing charges height, now changes processing at the construction field (site) into, and from the bolt sleeve that processes, each side can both meet design requirement.Field machining is promptly convenient, fast, work hard in glove with conveniently, saves fund again.
Summary of the invention
The purpose of this utility model is, provides a kind of Equipment Foundations working bolt sleeve, overcomes the high deficiency of existing mechanical processing factory processing charges, realizes the bolt sleeve of field machining, not only can satisfy quality requirement, and can save processing charges.
The utility model comprises bolt box, sleeve, fixed mount: the bottom box of bolt box below anchor slab, baffle plate and anchor slab formed; Anchor slab perforate polishing back and baffle plate welding are welded the steel plate on every side of anchor slab bottom surface then; Being connected between baffle plate and the anchor slab is welding, is welded to connect between bottom box and the anchor slab; Weld bead height is not less than 5mm.It is welded by steel plate, after the center line of bolt box and sleeve and verticality all meet the requirements, will overlap tube bottom and the bottom box carries out weld all around, and bridge welding is connected on the sleeve top.Weld bead height is not less than 5mm.
Fixed mount described in the utility model is made up of column, diagonal brace, girt; Fixed mount adopts channel-section steel and angle steel to be welded, and wherein, column (6) adopts No. 10 channel-section steels, and the diagonal brace (7) between the column (6) is connected with 40 * 4 angle steel with girt (8), and connected mode all adopts welding.
The utility model can be processed according to field demand; Can adjust processing progress at any time according to on-the-spot needs; Can in time correct solution to the problem of finding; Reduce the milling machine operation, shorten the process-cycle; Also reduce transportation, processing cost simultaneously.Deviation in the construction strengthens, and has improved the installation accuracy of bolt sleeve.
The beneficial effects of the utility model are after bolt sleeve adopts field machining, and convenient construction is saved the project expense.
Description of drawings
Below in conjunction with accompanying drawing and embodiment the utility model is described further.
Fig. 1 is the sectional drawing of the utility model T type bolt sleeve chief component.Wherein, anchor slab 1, bottom box 2, baffle plate 3, sleeve 4, cover plate 5.
Fig. 2 is the plan view of the utility model T type bolt sleeve chief component.Wherein, anchor slab 1, bottom box 2, baffle plate 3.
Fig. 3 is the fixed mount of the utility model T type bolt sleeve.Wherein, sleeve 4, column 6, diagonal brace 7, girt 8.
The specific embodiment
Fig. 1~Fig. 2 is a kind of specific embodiment of the present utility model.
In Fig. 1, being connected between baffle plate 3 and the anchor slab 1 is welding, and being connected between bolt box 2 and the anchor slab 1 is to weld.
In Fig. 2, being connected between sleeve 4 and the anchor slab 1 is welding, and being connected between sleeve 4 and the cover plate 5 is to weld.
In Fig. 3, being connected between the column 6 of fixed mount and the diagonal brace 7 is welding, and being connected between the column 6 of fixed mount and the girt 8 is to weld.
The key of bolt sleeve field machining is the processing of bolt box and the location of sleeve.Before the anchor slab perforate on the bolt box, on anchor slab, eject centre of location line earlier, carry out perforate with milling machine again, with grinding machine the anchor slab bottom is polished flat after the perforate, and use the steel nail dotting punch, carry out nonvolatil mark.Welding T type bolt baffle plate must guarantee that the baffle plate direction is accurate during the baffle plate welding after the anchor slab moulding.Carry out sleeve location unwrapping wire after the bolt box machines, and welding positioning steel tube ring, the position that guarantees sleeve accurately and verticality meet the demands.

Claims (2)

1. the working bolt sleeve of Equipment Foundations comprises bolt box, sleeve, fixed mount, it is characterized in that: the bottom box (2) of bolt box below anchor slab (1), baffle plate (3) and anchor slab formed; Anchor slab (1) perforate polishing back and baffle plate (3) welding are welded the steel plate on every side of anchor slab bottom surface then; Being connected between baffle plate (3) and the anchor slab (1) is welding, is welded to connect between bottom box (2) and the anchor slab (1); Bridge welding is connected on the sleeve top; Weld bead height is not less than 5mm.
2. bolt sleeve according to claim 1 is characterized in that: described fixed mount is made up of column, diagonal brace, girt; Fixed mount adopts channel-section steel and angle steel to be welded, and column (6) adopts No. 10 channel-section steels, and the diagonal brace (7) between the column (6) is connected with 40 * 4 angle steel with girt (8), and connected mode all adopts welding.
CN 200920110722 2009-08-07 2009-08-07 Bolt sleeve for construction of equipment foundation Expired - Lifetime CN201459755U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200920110722 CN201459755U (en) 2009-08-07 2009-08-07 Bolt sleeve for construction of equipment foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200920110722 CN201459755U (en) 2009-08-07 2009-08-07 Bolt sleeve for construction of equipment foundation

Publications (1)

Publication Number Publication Date
CN201459755U true CN201459755U (en) 2010-05-12

Family

ID=42387108

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200920110722 Expired - Lifetime CN201459755U (en) 2009-08-07 2009-08-07 Bolt sleeve for construction of equipment foundation

Country Status (1)

Country Link
CN (1) CN201459755U (en)

Cited By (9)

* 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
CN103321239A (en) * 2013-06-26 2013-09-25 中煤邯郸特殊凿井有限公司 Drilling machine foundation
CN103790177A (en) * 2014-01-15 2014-05-14 中色十二冶金建设有限公司 Formwork construction method for small type circular device foundation
CN104831745A (en) * 2015-04-15 2015-08-12 广东省建筑工程集团有限公司 High-precision mounting method of target center substrate and sealing cylinder pedestal
CN104863174A (en) * 2015-05-29 2015-08-26 山西宏厦建筑工程有限公司 Equipment foundation dismounting-free bolt box construction method
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)
CN106801434A (en) * 2017-03-31 2017-06-06 天津天建设集团有限公司 Packing hole hydraulic pressure sleeve pipe construction method of installation
CN107542103A (en) * 2016-06-23 2018-01-05 中国二十冶集团有限公司 The inflated rubber bolt collar and installation method that can be used in turn
CN108118724A (en) * 2016-11-29 2018-06-05 中国二十冶集团有限公司 T-bolt anchor box leak blocking method

Cited By (11)

* 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
CN103321239A (en) * 2013-06-26 2013-09-25 中煤邯郸特殊凿井有限公司 Drilling machine foundation
CN103321239B (en) * 2013-06-26 2015-09-30 中煤邯郸特殊凿井有限公司 A kind of rig basis
CN103790177A (en) * 2014-01-15 2014-05-14 中色十二冶金建设有限公司 Formwork construction method for small type circular device foundation
CN104831745A (en) * 2015-04-15 2015-08-12 广东省建筑工程集团有限公司 High-precision mounting method of target center substrate and sealing cylinder pedestal
CN104863174A (en) * 2015-05-29 2015-08-26 山西宏厦建筑工程有限公司 Equipment foundation dismounting-free bolt box construction method
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)
CN106351246B (en) * 2015-07-15 2018-09-14 五冶集团上海有限公司 The integral sleeve installation method of T-bolt diameter≤48mm
CN107542103A (en) * 2016-06-23 2018-01-05 中国二十冶集团有限公司 The inflated rubber bolt collar and installation method that can be used in turn
CN108118724A (en) * 2016-11-29 2018-06-05 中国二十冶集团有限公司 T-bolt anchor box leak blocking method
CN106801434A (en) * 2017-03-31 2017-06-06 天津天建设集团有限公司 Packing hole hydraulic pressure sleeve pipe construction method of installation

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GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20100512