CN103252802A - Method for cutting autoclaved aerated concrete rough body through backup-plate-type dynamic fixed steel wire - Google Patents
Method for cutting autoclaved aerated concrete rough body through backup-plate-type dynamic fixed steel wire Download PDFInfo
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- CN103252802A CN103252802A CN2013102035231A CN201310203523A CN103252802A CN 103252802 A CN103252802 A CN 103252802A CN 2013102035231 A CN2013102035231 A CN 2013102035231A CN 201310203523 A CN201310203523 A CN 201310203523A CN 103252802 A CN103252802 A CN 103252802A
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- idiosome
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Abstract
The invention discloses a method for cutting an autoclaved aerated concrete rough body through a backup-plate-type dynamic fixed steel wire, and belongs to the technical field of energy-saving building wall body member manufacturing. According to the method, a lower blade (7) which is fixed on a frame on the lateral side of a cutting machine (2) and is located in an allowance layer serves as a lower fixing point, an upper support (5) fixed on a frame on the top surface of the cutting machine (2) serves as an upper fixing point, and therefore the cutting steel wire is fixed, and the method that the rough body is longitudinally arranged upwards and the vertical surfaces are cut is achieved. According to the method, the purpose that the three mutually-perpendicular cutting surfaces of the rough body are cut is achieved, and technical difficulties of rough body cutting in the wall body member manufacturing process are solved. The method enriches categories of wall body members, and promotes improvement of a construction technology.
Description
Technical field
The method of backup plate formula dynamic fixing steel wire cutting steam-pressing aero-concrete idiosome belongs to energy-conserving construction wall member manufacturing technology field, is specifically related to a kind of cutting method of making the steam-pressing aero-concrete wall body construction.
Background technology
In the energy saving building technical field, the wall body construction of building enclosure extensively adopts the building block of light cement base, as " steam-cured air-entrained concrete building block " GB11968-2006, " foam concrete block " JC/T1062-2007.
Light cement foundation wall body member is little with quality, sound-insulating and heat-insulating, possess basic advantages such as intensity, in occupation of the governance status of retaining wall.Characteristics with " cutting easily, realization splicing ", this class building block primitive technology location, production typing have formed a fixing pattern: international, domestic all is that the employing two ends are fixed on the steel wire on the cutting machine, the cutting of finishing in relatively moving with idiosome forms the building block size.Main flow, typical cutting mode are referring to accompanying drawing 3, and the horizontal steel wire that install the cutting machine bottom is (as A
1-A
1, A
2-A
2, A
3-A
3, A
4-A
4) in vertically moving from left to right, finish vertical cutting of horizontal plane; The horizontal steel wire that install on cutting machine top is (as B
1-B
1, B
2-B
2, B
3B
3) in vertical movement from the top down, finish the cutting that is parallel to horizontal vertical plane.And to finish the cutting that is parallel to longitudinal vertical plane (C-C direction), and the steel wire upper end can be fixed on the cutting machine frame, and the lower end is loading plate and the idiosome mounting table of idiosome, and the lower end fixing point of cutting steel wire, the difficult problem that formation can't realize can't be set.The original development stage of this technology has been avoided this difficult problem, C-C no longer is set to the cutting steel wire.At present, all cuttings both domestic and external, except " preceding ", " back " two faces be repair with the cutter on cutting machine cutting, the vertical plane (C-C direction) that is parallel to longitudinally of idiosome inside is not done cutting.Thereby the corresponding size of wall body construction (as the length of building block, the width of wallboard), the domestic and international standard that all adopts 600 millimeters of unique fixed values have been formed.Building by laying bricks or stones because be subject to the size of member of body of wall is single, and the technological progress of building by laying bricks or stones forms bottleneck, makes slow progress.
During the idiosome cutting, in the idiosome bottom of contact idiosome loading plate, all leave the cutting surplus layer of certain thickness (in 20 millimeter), the above zone of surplus layer forms the finished product idiosome, and the surplus layer is " waste material layer ".
Summary of the invention
The technical problem to be solved in the present invention is: overcome the deficiencies in the prior art, provide a kind of idiosome of realizing to be parallel to the method for the backup plate formula dynamic fixing steel wire cutting steam-pressing aero-concrete idiosome of vertical plane cutting longitudinally.
The technical solution adopted for the present invention to solve the technical problems is: the method for this backup plate formula dynamic fixing steel wire cutting steam-pressing aero-concrete idiosome is characterized in that concrete implementation step is:
1, at first add below the upper stand crossbeam of cutting machine horizontal upper bracket as the cutting steel wire that is parallel to vertical plane cutting longitudinally on fixing point, again in the frame lower fixed lower blade of cutting machine and as the following fixing point of the cutting steel wire that is parallel to vertical plane cutting longitudinally; The cutting steel wire that is parallel to vertical plane cutting longitudinally arranges parallel 1 ~ 11, and wherein upper bracket is steel pipe, and bottom knife is the spring steel thin slice;
2, the height of adjustment bottom knife is in the surplus layer thickness scope of idiosome, adjusts upper bracket at the rear portion of cutting direct of travel, and bottom knife is in the front portion of cutting direct of travel, and two ends are stretched out idiosome and are fixed on the frame of cutting machine;
3, start cutting machine idiosome is cut, method of operation same level face vertically cuts and keeps bottom knife to advance in the surplus layer, and the cutting steel wire is parallel to idiosome the cutting of vertical plane cutting longitudinally.
The lower surface of described bottom knife fixedly has the vertical spacing plate, and the lower edge of limiting plate is pressed onto on the idiosome loading plate.
The described cutting steel wire that is parallel to vertical plane cutting longitudinally is equidistant or non-isometric arranging.Can cut out the autoclave aerated concrete building block of different size simultaneously.
Be equipped with fixing hole on described upper bracket and the bottom knife, be parallel to the cutting fixation with steel wire of vertical plane cutting longitudinally on fixing hole.
During cutting was advanced, the downward vertical stress component that produces on the cutting steel wire provided drag by the idiosome loading plate to the spacing backup plate that slides, and realizes force system in equilibrium, the following fixing point " dynamic fixing " of cutting steel wire.Because following fixing point " is advanced " in the surplus layer, does not enter " finished product idiosome " zone, can not influence the formation of " finished product idiosome ".
Compared with prior art, the beneficial effect that the method for backup plate formula dynamic fixing steel wire cutting steam-pressing aero-concrete idiosome of the present invention has is: the invention provides the method that a kind of steam-pressing aero-concrete idiosome is parallel to vertical plane cutting longitudinally, the upset station can not increased, do not increase under the condition of cutting unit, realize the cutting of three mutually perpendicular cut surfaces (three-dimensional cut surface) of idiosome, broken through the present overwhelming majority's (multicomputer, except the three-dimensional of the multistation cutting unit) the steam-pressing aero-concrete wall body construction make in the technical bottleneck of idiosome cutting action.Be thousands of production lines that exist at present both at home and abroad, the technical foundation of the three-dimensional cutting of idiosome is provided; For relevant nearly various schools of thinkers cutting machine manufacturer equipment improvement provides technical scheme; Technological progress to steam-pressing aero-concrete wall body construction production industry has tangible positive effect.
The selected technical scheme of the three-dimensional cutting of wall body construction of the present invention is being inherited present existing industry production condition and basis to greatest extent; Cutting process does not increase the cutting unit, does not increase cutting work station and cutting action, does not reduce cutting speed and production efficiency; The convenient easy row of required change measure drops into not quite, is convenient to promote.In addition, the wall body construction demand is big, production line is numerous, industry size is huge, and its potential economic worth, social benefit are huge especially.
Description of drawings
Fig. 1 is the cutting fixation with steel wire schematic diagram of the method for backup plate formula dynamic fixing steel wire cutting steam-pressing aero-concrete idiosome.
Fig. 2 is the lateral cross schematic diagram of the method for backup plate formula dynamic fixing steel wire cutting steam-pressing aero-concrete idiosome.
Fig. 3 is existing cutting method schematic diagram.
Wherein: 1, idiosome 2, cutting machine 3, idiosome hold platform 4, idiosome loading plate 5, upper bracket 6, cutting steel wire 7, bottom knife 8, limiting plate 9, surplus layer 10, surplus layer end face.
The specific embodiment
Fig. 1 ~ 2nd, the method most preferred embodiment of backup plate formula dynamic fixing steel wire cutting steam-pressing aero-concrete idiosome of the present invention, the present invention will be further described below in conjunction with accompanying drawing 1 ~ 2.
Embodiment 1
With reference to accompanying drawing 1 ~ 2, the surplus layer end face 10 that relates in the method for backup plate formula dynamic fixing steel wire of the present invention cutting steam-pressing aero-concrete idiosome be vertically advance, the horizontal resection steel wire cuts formed undermost horizontal cutting, is the interface of building block finished product and surplus layer 9.The lower plane of surplus layer 9 is close to the upper surface of idiosome loading plate 4, and the flatness of the upper surface of idiosome loading plate 4 is higher.Idiosome loading plate 4 places idiosome to hold on the platform 3.
Lower framework at the cutting unit adds horizontal bottom knife 7.And the height of adjusting bottom knife 7 is to the height of surplus layer end face below 10, makes bottom knife 7 when cutting is carried out in the surplus layer 9.Bottom knife 7 is spring steel thin slices of 1.0 millimeters thick, 12 millimeters of width, and its plane is parallel with cut direction, and cutting can not produce remarkable resistance in advancing, and can significantly not destroy the state of cutting surplus layer 9.The fixedly hole combination of cutting steel wire 6 usefulness has been laid in processing on the bottom knife 7.Being securely fixed in the limiting plate 8 of bottom knife below 7, is that thickness is 1 millimeter spring steel thin slice, parallel with the cutting direct of travel, can not produce cutting significantly to stop, can significantly not destroy the state of surplus layer 9; Limiting plate 8 is supported between the upper surface of the bottom surface of bottom knife 7 and idiosome loading plate 4.During cutting is advanced, the relative slip of upper surface of the lower edge of limiting plate 8 and idiosome loading plate 4.
Add horizontal steel pipe and make upper bracket 5 below the upper stand entablature that cuts unit, fixing hole corresponding on the bottom knife 7 is passed in the lower end of cutting steel wire 6, and firm is welded on the bottom knife 7; The fixing hole on the vertical steel disc in upper bracket 5 bottoms is passed in its upper end, is fixed on the upper bracket 5; Fixing hole on the upper bracket 5 arranges according to the steel wire layout, and upper bracket 5 is fixed to the cutting machine upper rack, and size and the cutting machine of its structure are complementary.
Start the correspondingly-sized of cutting machine cutting wall body construction, upper bracket 5 is at the rear portion of cutting direct of travel, and bottom knife 7 is in the front portion of cutting direct of travel, and it is clear, reasonable that " traction force " of cutting transmits.
Shown in Figure 1, three cutting steel wires 6 have been installed, 150 millimeters of spacings on the upper bracket 5; Three limiting plates 8 are installed on the bottom knife 7, and cutting goes out four thick 150mm, wide 1200 millimeters autoclaved aerated concrete slab material on conventional somersault cutting machine.
Implementation method and equipment are with embodiment 1, and difference is that present embodiment is the size of cutting element 300mm on conventional type somersault cutting machine.C-C has only installed one to cutting steel wire 6, and the vertical stress component of cutting is little, thereby bottom knife 7 cutting is not remarkable to the disturbance of surplus layer 9 in advancing, thereby limiting plate 8 no longer is set, and cutting can be carried out smoothly.
Embodiment 3
Implementation method and equipment are with embodiment 1, and difference is that present embodiment is to cut wall body construction at conventional type somersault cutting machine.C-C is to cutting steel wire 6 parallel uniform nine, and limiting plate 8 is equipped with five, idiosome is cut into the thin plate of thickness 60mm.
The above only is preferred embodiment of the present invention, is not to be the restriction of the present invention being made other form, and any those skilled in the art may utilize the technology contents of above-mentioned announcement to be changed or be modified as the equivalent embodiment of equivalent variations.But every technical solution of the present invention content that do not break away to any simple modification, equivalent variations and remodeling that above embodiment does, still belongs to the protection domain of technical solution of the present invention according to technical spirit of the present invention.
Claims (4)
1. the method for backup plate formula dynamic fixing steel wire cutting steam-pressing aero-concrete idiosome is characterized in that, concrete implementation step is:
1.1, at first add horizontal upper bracket (5) as the last fixing point of the cutting steel wire (6) that is parallel to vertical plane cutting longitudinally in the upper stand crossbeam of cutting machine (2) below, again in the frame lower fixed lower blade (7) of cutting machine (2) and as the following fixing point that is parallel to the cutting steel wire (6) that vertical plane longitudinally cuts; The cutting steel wire (6) that is parallel to vertical plane cutting longitudinally arranges parallel 1 ~ 11, and wherein upper bracket (5) is steel pipe, and bottom knife (7) is the spring steel thin slice;
1.2, adjust in surplus layer (9) thickness range of the corresponding idiosome of height (1) of bottom knife (7), adjust upper bracket (5) at the rear portion of cutting direct of travel; Bottom knife (7) is in the front portion of cutting direct of travel, and two ends are stretched out idiosome and are fixed on the frame of cutting machine (2);
1.3, start cutting machine (2) idiosome (1) cut, method of operation same level face vertically cutting also keeps bottom knife (7) to advance in surplus layer (9), cutting steel wire (6) is parallel to idiosome the cutting of vertical plane cutting longitudinally.
2. backup plate formula dynamic fixing steel wire according to claim 1 cuts the method for steam-pressing aero-concrete idiosome, it is characterized in that: the lower surface of described bottom knife (7) fixedly has vertical spacing plate (8), and the lower edge of limiting plate (8) is pressed onto on the idiosome loading plate (4).
3. backup plate formula dynamic fixing steel wire according to claim 1 cuts the method for steam-pressing aero-concrete idiosome, it is characterized in that: the described cutting steel wire (6) that is parallel to vertical plane cutting longitudinally is equidistant or non-isometric arranging.
4. backup plate formula dynamic fixing steel wire according to claim 1 cuts the method for steam-pressing aero-concrete idiosome, it is characterized in that: be equipped with fixing hole on described upper bracket (5) and the bottom knife (7), the cutting steel wire (6) that is parallel to vertical plane cutting longitudinally is fixed on the fixing hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310203523.1A CN103252802B (en) | 2013-05-28 | 2013-05-28 | Method for cutting autoclaved aerated concrete rough body through backup-plate-type dynamic fixed steel wire |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310203523.1A CN103252802B (en) | 2013-05-28 | 2013-05-28 | Method for cutting autoclaved aerated concrete rough body through backup-plate-type dynamic fixed steel wire |
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| Publication Number | Publication Date |
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| CN103252802A true CN103252802A (en) | 2013-08-21 |
| CN103252802B CN103252802B (en) | 2014-12-24 |
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| CN201310203523.1A Expired - Fee Related CN103252802B (en) | 2013-05-28 | 2013-05-28 | Method for cutting autoclaved aerated concrete rough body through backup-plate-type dynamic fixed steel wire |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103286854A (en) * | 2013-05-28 | 2013-09-11 | 兖矿东华建设有限公司 | Manufacturing and lap construction methods of ultra-wide autoclaved aerated concrete cantilever slabs |
| CN103496001A (en) * | 2013-10-08 | 2014-01-08 | 江苏祥源电气设备有限公司 | Sizing material cutting method for kneading machine |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3065514A (en) * | 1957-03-04 | 1962-11-27 | Internat Ytong Stabalite Compa | Method for dividing bodies of lightweight concrete or similar material |
| DE2112042A1 (en) * | 1970-04-22 | 1971-11-11 | Ytong Ag | Process for dividing a large, still semi-plastic aerated concrete cake and means for carrying out the process |
| US3919372A (en) * | 1971-02-20 | 1975-11-11 | Hebel Gasbetonwerk Gmbh | Process for the production of building elements from porous concrete |
| KR20120106486A (en) * | 2011-03-18 | 2012-09-26 | (주) 에스와이씨 | Autoclaved light weight concrete cutting device to improve cutting plane |
| CN102806596A (en) * | 2011-05-29 | 2012-12-05 | 王进录 | New method for autoclaved aerated concrete block cutting technology |
-
2013
- 2013-05-28 CN CN201310203523.1A patent/CN103252802B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3065514A (en) * | 1957-03-04 | 1962-11-27 | Internat Ytong Stabalite Compa | Method for dividing bodies of lightweight concrete or similar material |
| DE2112042A1 (en) * | 1970-04-22 | 1971-11-11 | Ytong Ag | Process for dividing a large, still semi-plastic aerated concrete cake and means for carrying out the process |
| US3919372A (en) * | 1971-02-20 | 1975-11-11 | Hebel Gasbetonwerk Gmbh | Process for the production of building elements from porous concrete |
| KR20120106486A (en) * | 2011-03-18 | 2012-09-26 | (주) 에스와이씨 | Autoclaved light weight concrete cutting device to improve cutting plane |
| CN102806596A (en) * | 2011-05-29 | 2012-12-05 | 王进录 | New method for autoclaved aerated concrete block cutting technology |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103286854A (en) * | 2013-05-28 | 2013-09-11 | 兖矿东华建设有限公司 | Manufacturing and lap construction methods of ultra-wide autoclaved aerated concrete cantilever slabs |
| CN103286854B (en) * | 2013-05-28 | 2015-12-23 | 兖矿东华建设有限公司 | A kind of manufacture of steam-pressing aero-concrete ultra-wide cantilevered plate and lapping construction method |
| CN103496001A (en) * | 2013-10-08 | 2014-01-08 | 江苏祥源电气设备有限公司 | Sizing material cutting method for kneading machine |
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| CN103252802B (en) | 2014-12-24 |
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Granted publication date: 20141224 Termination date: 20180528 |