CN103132538B - Auxiliary device for alignment and leveling of slope foundation sand mound with mat iron and mat iron placing method - Google Patents

Auxiliary device for alignment and leveling of slope foundation sand mound with mat iron and mat iron placing method Download PDF

Info

Publication number
CN103132538B
CN103132538B CN201110384262.9A CN201110384262A CN103132538B CN 103132538 B CN103132538 B CN 103132538B CN 201110384262 A CN201110384262 A CN 201110384262A CN 103132538 B CN103132538 B CN 103132538B
Authority
CN
China
Prior art keywords
chan frame
plane
parallels
frame
mat
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.)
Active
Application number
CN201110384262.9A
Other languages
Chinese (zh)
Other versions
CN103132538A (en
Inventor
靳书平
王五奇
王同生
周大伟
王颖
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.)
China Construction Seventh Engineering Bureau Installation Engineering Co Ltd
Original Assignee
China Construction Seventh Engineering Bureau Installation Engineering 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 China Construction Seventh Engineering Bureau Installation Engineering Co Ltd filed Critical China Construction Seventh Engineering Bureau Installation Engineering Co Ltd
Priority to CN201110384262.9A priority Critical patent/CN103132538B/en
Publication of CN103132538A publication Critical patent/CN103132538A/en
Application granted granted Critical
Publication of CN103132538B publication Critical patent/CN103132538B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The invention discloses an auxiliary device for alignment and leveling of a slope foundation sand mound with mat iron and a mat iron placing method. A placing device comprises a U-steel frame, an adjusting nut is fixed on each corner of the U-steel frame, the adjusting nuts are matched with adjusting bolts, the U-steel frame comprises an upper support, an inclined support and a lower support, and steel wire pull lines are arranged on the diagonal lines of the inclined support. Through the manufactured integral U-steel frame, the elevation, the positions, the inclination, the levelness and the like required on the surfaces of each group of mat iron are converted into a plane on the U-steel frame, the measurement one by one is converted into measurement of only one plane, fine adjustment can be carried out through the adjusting bolts, adjustment can be carried out fast and each parameter of each group of mat iron corresponds to design and standard requirements. Compared with the prior art, the auxiliary device for the alignment and the leveling of the slop foundation sand mound with the mat iron is high in efficiency, enables sand mound cushion blocks to be installed accurately, avoids a clearance, and enables the using state of heavy type vibratory equipment to be good and the service life of the heavy type vibratory equipment to be long.

Description

The inclined-plane levelling servicing unit of foundation sand pier parallels centering and parallels setting method
Technical field
The present invention relates to the husky pier parallels installation auxiliary device in basis, a kind of main equipment inclined-plane, be specifically related to a kind of inclined-plane husky pier parallels installation servicing unit in basis and method.
Background technology
According to JCJ03-90 " construction of cement machinery equipment installation project and standards of acceptance " regulation, for ensureing equipment installment quality, large-scale vibrating equipment should adopt sand pier parallels as far as possible.The way of sand pier parallels is, first according to size and the height of sand pier parallels, mortar external mold is made with steel sheet, according to the position of parallels, basic dabbing is cleaned up, by water-soaked, external mold is placed, mortar is inserted external mold, and thickness is about 1/3rd of required thickness, beats till smashing water outlet.According to same method, sand pier is made complete.Finally smash in mortar pier by the plain cushion iron made, surface exceeds buttress surface about 5mm.Measure pad ironing surface absolute altitude and levelness, repair buttress after meeting the requirements, the demoulding maintenance of sprinkling water, it is in place to carry out equipment after 48 hours.
For the equipment on horizontal plane, carry out that operation is simple according to the method, the absolute altitude of parallels controls very well, also very convenient to horizontal degree measurement in length and breadth.But for the equipment on inclined-plane, sand pier and parallels are laid, its absolute altitude of diverse location is also different, according to the usual practice, every block parallels centering is levelling at least needs measurement four absolute altitudes, also will measure lengthwise position simultaneously, then position is converted into data calculating, bother very much, and there is comparatively big error in survey data.If the gradient that parallels is installed is undesirable, between equipment and parallels, there will be gap.As shown in Figure 1, equipment Foundations 4 are installed husky pier 5, husky pier 5 is embedded with plain cushion iron 6, inclined sizing block 8 is provided with between plain cushion iron 6 and equipment bay 7, now, because the problem of gradient installed by parallels, make to occur space 9 between parallels and equipment bay 7, space 9 has had a strong impact on operation and the application life of heavy-duty shocks equipment.
In addition, each group of sand pier of same foundation and the transverse horizontal degree of parallels and longitudinal gradient can not control very well, reach code requirement very difficult, solve such as absolute altitude, gradient, levelness, position and the how problem such as temporary fixed base plate.The installation of sand pier parallels is normally disposable simultaneously, if the specification of not reaching and designing requirement, will pound heavily to come.So not only progress is slow, inefficiency, additionally increases cost simultaneously, causes waste.
Summary of the invention
The technical problem to be solved in the present invention is troublesome poeration and likely produce operation and the use of standoff effects equipment between parallels and equipment bottom surface when inclined-plane being installed parallels, a kind of inclined-plane levelling servicing unit of foundation sand pier parallels centering and parallels setting method are provided, very easily parallels can be installed and make the parameters of parallels meet design specifications requirement.
Technical scheme of the present invention realizes in the following manner: the levelling servicing unit of a kind of inclined-plane foundation sand pier parallels centering, comprise chan frame, respectively on the corner of chan frame fix an adjusting nut, adjusting nut matches with adjusting bolt, chan frame comprises upper bracket, tilt stand and lower carriage, and the diagonal of tilt stand is provided with steel wire pull line.
A kind of inclined-plane foundation sand pier parallels setting method, carries out according to following step:
The size on A, basis, measureing equipment inclined-plane, make chan frame, chan frame verifies after making on equipment bay, carry out grinding process and ensure that plane at grade on chan frame, chan frame makes, reinforce and verify qualified after to raise in four welded corner joints and save nuts;
B, be placed on basis, inclined-plane by chan frame, with drawing diagonal and normal line method to determine its absolute altitude and gradient, the absolute altitude of rotatable adjusting nut adjustment tank steel frame and gradient are to normal value;
The absolute altitude of C, chan frame and pitch adjustment suitable after, make cement buttress in parallels position with buttress external mold, lay plain cushion iron, make the upper surface of plain cushion iron parallel with the upper surface of chan frame by steel wire pull line;
D, take off chan frame.
The present invention it by making overall chan frame, the absolute altitude of each group of parallels surface requirements, position, gradient, levelness etc. are converted into a plane on chan frame, only a plane was measured by originally measuring one by one to be converted into, and carry out fine adjustments by adjusting bolt, can carry out fast adjusting and ensure that each group of parallels parameters meets design and code requirement.Compared with prior art, the present invention not only efficiency is high, also can accurately install husky pier template, prevents the appearance in gap, such that heavy-duty shocks equipment use is in good condition, long service life.
Accompanying drawing explanation
Fig. 1 is parallels mounting structure schematic diagram in prior art.
Fig. 2 is using state schematic diagram of the present invention.
Fig. 3 is the schematic top plan view of Fig. 2.
Detailed description of the invention
As shown in Figures 2 and 3, the present invention includes chan frame 1, respectively on the corner of chan frame 1 fix an adjusting nut, adjusting nut matches with adjusting bolt 2, chan frame 1 comprises upper bracket 1-1, tilt stand 1-2 and lower carriage 1-3, and the diagonal of tilt stand 1-2 is provided with steel wire pull line 3.In manufacturing process, upper bracket 1-1, tilt stand 1-2 and lower carriage 1-3 are connected as a single entity by welding, and general 6 ﹟ or the 8 ﹟ channel-section steels of adopting are welded, and chan frame verifies after making on equipment bay, carry out grinding process if desired, ensure that on chan frame, plane at grade.Chan frame makes, reinforce and verify qualified after in four welded corner joints the adjusting nut of four M10.
Use this device on basis, inclined-plane, lay sand pier parallels method to carry out according to following step:
The size on A, basis, measureing equipment inclined-plane, make chan frame, chan frame verifies after making on equipment bay, carry out grinding process and ensure that plane at grade on chan frame, chan frame makes, reinforce and verify qualified after in four welded corner joint top nuts;
When B, construction, be placed on by chan frame on basis, inclined-plane 4, with drawing diagonal and normal line method determination chan frame absolute altitude and gradient, rotatable adjusting bolt 2 adjusts its absolute altitude and gradient to normal value;
The absolute altitude of C, chan frame and pitch adjustment suitable after, make cement buttress 5 at the position buttress external mold needing to lay parallels, lay plain cushion iron 6, make the upper surface of plain cushion iron parallel with the upper surface of chan frame by steel wire pull line 3.
In the present invention, the absolute altitude of plain cushion iron and levelness, gradient can conveniently with drawing wire method to determine according to frame plane.

Claims (1)

1. the levelling servicing unit of inclined-plane foundation sand pier parallels centering, it is characterized in that: comprise chan frame (1), respectively on the corner of chan frame (1) fix an adjusting nut, adjusting nut matches with adjusting bolt (2), chan frame (1) comprises upper bracket (1-1), tilt stand (1-2) and lower carriage (1-3), and the diagonal of tilt stand (1-2) is provided with steel wire pull line (3); Making, the using method of the levelling servicing unit of described centering are: the size on A, basis, measureing equipment inclined-plane, make chan frame, chan frame verifies after making on equipment bay, carry out grinding process and ensure that plane at grade on chan frame, chan frame makes, reinforce and verify qualified after to raise in four welded corner joints and save nuts; B, be placed on basis, inclined-plane by chan frame, with drawing diagonal and normal line method to determine its absolute altitude and gradient, the absolute altitude of rotatable adjusting nut adjustment tank steel frame and gradient are to normal value; The absolute altitude of C, chan frame and pitch adjustment suitable after, make cement buttress in parallels position with buttress external mold, lay plain cushion iron, make the upper surface of plain cushion iron parallel with the upper surface of chan frame by steel wire pull line; D, take off chan frame.
CN201110384262.9A 2011-11-28 2011-11-28 Auxiliary device for alignment and leveling of slope foundation sand mound with mat iron and mat iron placing method Active CN103132538B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201110384262.9A CN103132538B (en) 2011-11-28 2011-11-28 Auxiliary device for alignment and leveling of slope foundation sand mound with mat iron and mat iron placing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201110384262.9A CN103132538B (en) 2011-11-28 2011-11-28 Auxiliary device for alignment and leveling of slope foundation sand mound with mat iron and mat iron placing method

Publications (2)

Publication Number Publication Date
CN103132538A CN103132538A (en) 2013-06-05
CN103132538B true CN103132538B (en) 2015-04-08

Family

ID=48492944

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201110384262.9A Active CN103132538B (en) 2011-11-28 2011-11-28 Auxiliary device for alignment and leveling of slope foundation sand mound with mat iron and mat iron placing method

Country Status (1)

Country Link
CN (1) CN103132538B (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108151720A (en) * 2017-12-20 2018-06-12 中国二冶集团有限公司 A kind of installation measuring method of inclined-plane basis mixing machine roller seat
CN109162399B (en) * 2018-10-24 2024-06-18 湖南远大建工股份有限公司 Leveling device for prefabricated inverted ridge and leveling construction method of leveling device
CN116852190A (en) * 2023-07-28 2023-10-10 大连沃飞亚装备制造有限公司 Centreless inner circle generating method grinding device

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2930928A1 (en) * 1978-08-03 1980-02-14 Bollmann Jean Jacques DEVICE FOR UNDERFLOOR ANCHORING OF COMPONENTS ON A SLOPING TERRAIN
CN201090538Y (en) * 2007-08-17 2008-07-23 上海连成(集团)有限公司 Water pump sizing block
KR100875276B1 (en) * 2008-04-11 2008-12-23 (주)협우지여엔지니어링 Steel pipe unit for road
CN201401608Y (en) * 2009-01-09 2010-02-10 湖南省火电建设公司 Adjustable pad iron
CN201437888U (en) * 2009-02-20 2010-04-14 中冶天工上海十三冶建设有限公司 Large equipment-mounting base plate hung upside down
CN101871265A (en) * 2010-07-02 2010-10-27 中国十七冶集团有限公司 Flat shim plate-adjustable grouting installation method

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2930928A1 (en) * 1978-08-03 1980-02-14 Bollmann Jean Jacques DEVICE FOR UNDERFLOOR ANCHORING OF COMPONENTS ON A SLOPING TERRAIN
CN201090538Y (en) * 2007-08-17 2008-07-23 上海连成(集团)有限公司 Water pump sizing block
KR100875276B1 (en) * 2008-04-11 2008-12-23 (주)협우지여엔지니어링 Steel pipe unit for road
CN201401608Y (en) * 2009-01-09 2010-02-10 湖南省火电建设公司 Adjustable pad iron
CN201437888U (en) * 2009-02-20 2010-04-14 中冶天工上海十三冶建设有限公司 Large equipment-mounting base plate hung upside down
CN101871265A (en) * 2010-07-02 2010-10-27 中国十七冶集团有限公司 Flat shim plate-adjustable grouting installation method

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
"水泥厂大型设备基础垫铁的形式及进展";张六飞;《水泥工程》;19980630(第3期);第25-28页 *

Also Published As

Publication number Publication date
CN103132538A (en) 2013-06-05

Similar Documents

Publication Publication Date Title
CN202031179U (en) Centre line aligning and elevation adjusting device of basic embedded bolts
CN203320700U (en) Steel structure column foot connecting structure
CN201339336Y (en) Adjustable tower baseboard for electric transmission line pole tower
CN104234385A (en) Mounting and construction method for terrace large-size steel plate embedded part
CN204780983U (en) Whole pre -buried major diameter bolt crowd structure of raft board basis high accuracy
CN205676785U (en) Leveling block formwork for placing device at the bottom of a kind of Bridge Support Replacement beam
CN103132538B (en) Auxiliary device for alignment and leveling of slope foundation sand mound with mat iron and mat iron placing method
KR101906326B1 (en) Computer hydraulic synchronization system having leveler-mounted hydraulic jack and 3-axis clinometer for restoring and lifting structure, and method for the same
CN112127637A (en) Construction method for pre-buried vertical component steel bars of foundation layer of fabricated building
CN114592384A (en) Fine adjustment method for steel spring precast slab
CN109322323B (en) Installation method of large-angle inclined equipment bottom plate
CN111648169A (en) Elastic supporting block type integral ballast bed rapid construction method
CN101736660B (en) Method for manually paving rails of ballastless track
WO2024114836A1 (en) Top-down construction type assembly construction method for paved road surface
CN112411765B (en) Anti-displacement construction method for pre-buried groove of finished support
CN112878712A (en) Compression shear foundation bolt pre-embedding installation device and construction method thereof
CN105135158A (en) High-precision levelling device
CN207047889U (en) A kind of device for installing forging machine main frame embedded part
CN103624537A (en) Leveling method and leveling device for equipment installation
CN102134855A (en) Method for installing and constructing supporting wheel set system of coal moisture control dryer
CN112627227B (en) Equipment foundation with elastic interlayer leveling piece and manufacturing method thereof
CN204019070U (en) Derrick assembling combination steelframe
CN106677557A (en) Supporting protective structure capable of replacing large air spring through jacking and construction technique
CN103031793B (en) Fast in-place paving construction method for thick and heavy stone blocks
CN207295497U (en) A kind of interim steel pipe support base steel plate installation leveling structure

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant