CN101839060A - Combined type integral casting building template - Google Patents
Combined type integral casting building template Download PDFInfo
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- CN101839060A CN101839060A CN201010182256A CN201010182256A CN101839060A CN 101839060 A CN101839060 A CN 101839060A CN 201010182256 A CN201010182256 A CN 201010182256A CN 201010182256 A CN201010182256 A CN 201010182256A CN 101839060 A CN101839060 A CN 101839060A
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Abstract
The invention discloses a combined type integral casting building template, and aims to provide a building template with low manufacturing cost and convenient assembly and disassembly. The combined type integral casting building template is technically characterized in that the templates for wide wall surfaces, floors, stand columns and beams are formed by combining hollow sections with two sides formed by extrusion molding and a solid mould in the middle with screws; small button mould adopts the hollow sections formed by complete extrusion molding; and the wall surfaces, the floors, the stand columns and the beams are in a mode of hasp connection of convex and concave grooves to realize the integral connection among the templates by matching with sealing rubber strips, spring lamination bolts, linear bolts, square pipes, transverse connection pipes and wall reinforcement screws, so that the integral casting is implemented.
Description
Technical field
The invention belongs to building field, be specifically related to have plenty of the integral casting building template of disposable first floor.
Background technology
Under building field generally adopts background with punching block that limitation and many shortcomings are arranged and these two big class construction formworks of laminate mould, applicant in " integral casting constructing method " of on August 2nd, 2002 application (ZL02128358.3), mandate has patented on October 7th, 2007.The construction formwork that this patent provided is equipped with the assembling mode of night bolt with the emboss pit hasp, though very science is very advanced, and template cost of production height, the cost height is unworthy promoting.After through improving, applied on March 29th, 2007 again " a kind of integral casting building template (200710027342.2); the construction formwork in this patented technology; adopt the hollow material template of extrusion modling; have in light weight, the advantage that intensity is high, but with the production equipment and the condition of present section bar factory; can't produce needed width of template and thickness, and still nearly 15 kilograms of the weight of every square metre of template.One cover construction formwork needs more than 12,000 square metres, amount to 180 tons/cover above (press aluminium alloy extrusions calculating), no matter adopts aluminium alloys, or other synthetic materials makes the hollow construction formwork, all is very big to the influence of resource and environment.Exactly because such deficiency through improving once more, has designed more that the two ends of material saving are hollow material, the centre is equipped with the combined construction formwork of solid mould.
Summary of the invention
A kind of being easy to that provide that the present invention will solve produced, processed the integral casting building template that cost is lower.
Technical scheme of the present invention is such: combined type integral casting building template, comprise wall building formwork erection, metope flooring buckling die, the interior wall angle mould, the exterior wall angle mould, the stand column and beam buckling die, the cross beam edges mould, flooring limit mould, cylinder mold, the cylinder buckling die, cylindrical wall surface is connected mould, the flooring thickness mode, flooring lines mould, template assembly also comprises the horizontal cable trough bar, vertical line groove bar, the buckling die connection strap, the spring leaf latch, one word latch, semicolumn mould inserted sheet, square tube, metope is reinforced screw, sealing joint strip, packing, the column reinforcing strip, transverse connecting pipe, the transverse tube connector, the cylinder mold connector, cylinder lines mould, the T brief note, raised line, recessed, baffle-plate-sleeve, chock.Wherein, wall building formwork erection (can be used as the metope mould, also can be used as floor template and model of the column), the stand column and beam buckling die (can be used as the column buckling die, also can be used as the crossbeam buckling die), the both sides of cross beam edges mould, flooring limit mould are hollow material, the centre is equipped with the solid mould of different length and width, and face becomes the template of different length and width with the screw combination; Wall building formwork erection button (can be used as the metope buckling die and also can be used as the flooring buckling die), interior wall angle mould, exterior wall angle mould are metope height or flooring width for hollow material length.Metope flooring buckling die, interior wall angle mould, exterior wall angle mould by unified length, with wall building formwork erection, stand column and beam buckling die, cross beam edges mould, flooring limit die combination, can be combined into metope, flooring, column and the crossbeam of needed different size by some different lengths and width.
Connected mode between the described wall of above-mentioned combined type integral casting building template building formwork erection and the metope flooring buckling die, for the emboss pit hasp and the formwork seal bar is arranged, the spring leaf latch is in the notch of metope flooring buckling die, the transverse tube connector is fixed on the metope flooring buckling die, transverse connecting pipe is fixed in the groove of transverse tube connector, the circular hole of the wall building formwork erection that is used for metope is passed at the two ends of metope reinforcing screw, iron ring is through on the transverse connecting pipe, chock on card between template and the horizontal pipe, the integral body that forms the vertical and horizontal of metope template and floor template is connected, and forms metope casting face; The template that is used for flooring, its connected mode is identical with metope, just reinforces screw without metope.
The described wall of above-mentioned combined type integral casting building template building formwork erection, and being the emboss pit hasp between the stand column and beam buckling die, connecting with the spring leaf latch, is that the square tube of column height is stuck in the notch of stand column and beam buckling die with length, plug a word latch, become column casting face.
The described stand column and beam buckling die of above-mentioned combined type integral casting building template, be the emboss pit hasp with the lower end of cross beam edges mould and be connected with night bolt, the upper end of cross beam edges mould is a groove, blocking upward in the groove, length is the raised line of crossbeam length, just will link together, become crossbeam casting face by the cross beam edges mould of some different lengths.
The both sides of the described flooring of above-mentioned combined type integral casting building template limit mould are groove, the raised line at groove on one side and metope template top and the raised line hasp that is stuck in cross beam edges mould upper end, the groove of another side is connected with the tongue of metope flooring button, become flooring limit mould vertically with metope template top and cross beam edges mould top between be connected; With recessed horizontal direction that is welded on wall building formwork erection, become floor template laterally with metope template top and crossbeam template face top between be connected; With recessed horizontal direction that is welded on flooring limit mould, become flooring Angle formwork and being connected that metope angle or crossbeam angle are located, form flooring angle casting face.
The described cylinder mold of above-mentioned combined type integral casting building template, cylinder buckling die are hollow structure, the template packing is inserted in the notch of cylinder buckling die, formation does not have the cylinder of lines, and cylinder lines mould is inserted in the notch of cylinder buckling die, is formed with the cylinder of lines.
The described metope flooring of above-mentioned combined type integral casting building template buckling die has two kinds, a kind of is flat, another kind of is that notch is arranged, vertical line groove bar is inserted in the metope flooring buckling die of notch, become vertical metope or the flooring of reserving wire casing that have, need not reserve the zone of wire casing and plug the template packing; The horizontal cable trough bar is stuck between two wall building formwork erections, plugs a word latch, form horizontal metope or the flooring of reserving wire casing that have, the zone that need not reserve wire casing changes the T brief note into.(need to reserve the column of wire casing and the zone of crossbeam, also use the method).The zone of door and window is installed at needs, vertical heart mould is stuck in the notch of metope flooring buckling die of notch, the width of solid mould adds two depth of rebate for metope thickness, with width not the solid mould crosswise fixed of metope thickness on vertical solid mould, become the reserved opening of door and window.
The described flooring lines of above-mentioned combined type integral casting building template mould is solid mould, following notch is stuck on the wall building formwork erection, square tube on the top notch card is plugged a word latch, the groove hasp of top tongue and flooring mould, form flooring lines mould and being connected with metope and flooring, be used for the corner, be cut into miter angle, weld together, with be similarly the wall building formwork erection hasp that miter angle combines, form flooring limit mould and angle mould and horizontal and vertical being connected of lines angle mould.
The described metope of above-mentioned combined type integral casting building template is reinforced screw, is made of screw mandrel, nut, iron ring, pipe box and pad, and length has several specifications, and pipe box is a metope thickness.
The described flooring thickness mode of above-mentioned combined type integral casting building template is a hollow structure, following notch is stuck on the raised line of the upright roof portion of wall, top notch length is that the square tube of metope width is blocked, the buckling die connection strap is inserted in the top of metope flooring buckling die, put baffle-plate-sleeve, plug chock, become flooring thickness casting face.The buckling die connection strap also can be used for being connected of metope flooring buckling die plate and cylinder buckling die plate.
Above the described column reinforcing strip of above-mentioned combined type integral casting building template, be drilled with several circular holes, be fixed on screw different size column around, solid moding shape when preventing casting concrete.
The described wall of above-mentioned combined type integral casting building template building formwork erection, metope flooring buckling die, stand column and beam buckling die, cross beam edges mould, can with solid mould, angle bar, iron plate, screw etc., be combined into the metope crossbeam and be connected mould, central post crossbeam and be connected mould, edge column crossbeam and be connected mould, contour crossbeam and be connected that mould, not contour crossbeam are connected mould, the corner crossbeam is connected mould etc.
The metope that width among the present invention is bigger, flooring, column, crossbeam template, adopting both sides is the hollow material of extrusion modling, the solid die combination of middle employing, both kept the template group packing technique in 200710027342.2 patented technologies, construction formwork than full hollow material, to open 3/4ths mould less, also will save 3/4ths raw material, reduce the cost of production of construction formwork.
Description of drawings
Below in conjunction with the embodiment in the accompanying drawing patent of the present invention is further described, but does not constitute any limitation of the invention.
Fig. 1 is the transverse sectional view of various construction formworks and assembly.
Fig. 2 is metope, flooring, column, crossbeam mould connection transverse sectional view.
Fig. 3 is a metope module dress schematic diagram.
Fig. 4 is metope flooring mould and reserves wire casing line box assembling schematic diagram.
Fig. 5 is a stand column and beam module dress schematic diagram.
Fig. 6 is crossbeam and longeron module dress schematic diagram
Fig. 7 is external stud wall face mould assembling schematic diagram.
Fig. 8 is external semicolumn metope module dress schematic diagram.
Fig. 9 is a cylinder mold assembling schematic diagram.
Figure 10 is a door and window reserved opening assembling schematic diagram.
Figure 11 is flooring lines module dress figure.
Among the figure: wall building formwork erection 1, multipurpose mould 1A, metope flooring buckling die 2, exterior wall angle mould 3, interior wall angle mould 4, stand column and beam buckling die 5, cross beam edges mould 6, flooring limit mould 7, cylinder mold 8, cylinder buckling die 9, semicolumn mould 10, flooring thickness mode 11, raised line 12, recessed 13, vertical line groove bar 14, horizontal cable trough bar 15, sealing joint strip 16, packing 17, lines cylinder mold 18, spring leaf latch 19, transverse tube connector 20, cylinder mold connector 21, one word latch 22, square tube 23, semicolumn mould inserted sheet 24, T brief note 25, metope is reinforced screw 26, transverse connecting pipe 27, baffle-plate-sleeve 28, column reinforcing strip 29, chock 30, buckling die connection strap 31, flooring lines mould 32.
Because the hollow material of wall building formwork erection 1 also is used for cross beam edges mould 6 and flooring limit mould 7, so the medium section of cross beam edges mould 6 that is indicated in the accompanying drawing and flooring limit mould 7 is multipurpose mould 1A, to show difference.
The specific embodiment
Consult Fig. 1 to shown in Figure 3, wall building formwork erection 1 is the fluted hollow materials in both sides, the centre is equipped with the solid mould of different length and width, be combined into the wall building formwork erection 1 of different length and width with screw, both can be used as metope, flooring, and also can make the usefulness of column mould, different is used for the metope template, the centre is drilled with circular hole, and is used for the circular hole that do not have of floor template and model of the column.Metope flooring buckling die 2, exterior wall angle mould 3, interior wall angle mould 4 are for there being the hollow material of tongue, and length is the height of metope or the width degree of flooring, and wherein metope flooring buckling die 2 both can be used as the metope buckling die, also can be used as the flooring buckling die.Forms the emboss pit hasp by the wall building formwork erection 1 of the metope flooring buckling die 2 of unified length, exterior wall angle mould 3, interior wall angle mould 4 and some different lengths and width and make up, can be combined into metope, flooring and the corner face of differing heights and width.Sealing joint strip 16 is inserted in the notch of wall building formwork erection 1, seal, spring leaf latch 19 and transverse tube connector 20 are inserted in the notch of metope flooring buckling die 2, transverse connecting pipe 27 is stuck in the U-shaped mouth of transverse tube connector 20, chock 30 is inserted between transverse connecting pipe 27 and the wall building formwork erection 1, forms the metope of single face or the overall package of flooring and connects.Metope is reinforced screw 26 and is made up of double-threaded screw, nut and iron ring, pipe box, pipe box is a metope thickness, the two ends of screw are through in the circular hole of wall building formwork erection 1 centre, iron ring is enclosed within on the transverse connecting pipe 27, fastening nut, two wall building formwork erections 1 that casting face is relative are connected to form into the casting face of two-sided metope.The length of flooring thickness mode 11 has plurality of specifications, in order to the combination random length, width is that flooring thickness also has plurality of specifications, notch is all arranged up and down, and the notch of lower end is stuck in the raised line 12 on formwork erection 1 top, wall building, and length is the square tube 23 of metope width on the card of upper end, buckling die connection strap 31 is inserted in the notch of metope flooring buckling die 2, put baffle-plate-sleeve 28, plug chock 30, form flooring thickness casting face.Flooring limit mould 7 is a hollow material, with multipurpose mould 1A that is all hollow material and solid die combination, the length and the width of solid mould have plurality of specifications, be combined into the flooring limit mould 7 of different length and width with screw, the raised line 12 that groove on one side and wall building formwork erection 1 push up or be stuck in raised line 12 hasps in cross beam edges mould 6 notches, the tongue hasp of the groove of another side and metope flooring buckling die plate 2 forms the casting face that flooring is connected with metope or crossbeam.Stand column and beam buckling die 5 is for there being the hollow material of tongue, with the centre be the solid mould of different length and width, the horizontal buckling die 5 of column of length and width in combining not with screw, be connected with the groove hasp of wall building formwork erection 1, length is the square tube 23 of column height on the card, one word latch 22 is inserted in the hole of the horizontal buckling die 5 of column, forms column casting face.Cross beam edges mould 6 is reeded hollow material, be multipurpose mould 1A below, with the centre be the solid mould of different length and width, combine the cross beam edges mould 6 of different length and height with screw, following groove is connected with the tongue hasp of the horizontal buckling die 5 of column, raised line 12 on the top groove card forms crossbeam casting face, and is connected with flooring.
Facing between two wall building formwork erections 1 T brief note 25 on the card mutually, one word latch 22 is inserted in the hole, not only can connect two metope floor templates 1, can also smooth the solid mould of distortion, more can regulate hollow material mould and solid mould because of the different errors that cause of expansion rate.
Consult shown in Figure 4ly, metope flooring buckling die plate 2 has two kinds, and a kind of is flat, another kind of is that notch is arranged, vertical line groove bar 14 is inserted in the metope flooring buckling die plate 2 of notch, becomes vertical metope or the flooring of reserving wire casing that have, need not reserve the zone of wire casing and plug template packing 17; Horizontal cable trough bar 15 (the U-shaped bar of also being furnished with connection) is stuck between two metope floor templates 1, plug a word latch 22, form horizontal metope or the flooring of reserving wire casing that have,, be fixed on metope flooring buckling die plate 2 or the metope floor template 1 with screw in the zone that needs the hookup wire box.The zone that need not reserve wire casing changes T brief note 25 into.(need to reserve the column of wire casing and the zone of crossbeam, also use the method).
With recessed 13 horizontal direction that is welded on wall building formwork erection 1, raised line 12 on recessed 13 notch and the horizontal wall building formwork erection 1 or raised line 12 hasps on the cross beam edges mould 6, becoming flooring is connected with the horizontal of metope or crossbeam, with recessed 13 horizontal direction that is welded on flooring limit mould 7, raised line 12 on the notch wall building formwork erection 1 of recessed 13 notch and flooring limit mould 7 or raised line 12 hasps on the cross beam edges mould 6 become the flooring angle and are connected with metope or crossbeam vertical and horizontal.The flooring Angle formwork has one group to be the reverse side figure that amplifies among the figure.
Consult shown in Figure 5ly, the joining place on column top is cut into the breach of crossbeam with solid mould, and usefulness stand column and beam buckling die 5, cross beam edges mould 6, angle bar, iron plate are connected with screw, is combined into the mould that is connected of column and middle cross beam and limit crossbeam.The flooring angle mould is cut into the required breach of column and crossbeam joining place.Reinforcing strip 29 has a plurality of circular holes, can be used for the column mould of different size, with four column reinforcing strip 29, in circular hole, plugs chock 30 on the screw, can reinforce column, prevents template deformation.
Consult shown in Figure 6ly, solid mould is cut into the crossbeam breach, is connected with screw, be combined into contour crossbeam and not contour crossbeam linking mould with stand column and beam buckling die 5, cross beam edges mould 6, angle bar, iron plate.
Consult shown in Figure 7ly, the length of outside corner of wall template 3, corner template 4 and metope flooring buckling die plate 2 is the flooring height, is combined into external column metope with the metope floor template 1 of some differing heights and width.
Consult shown in Figure 8ly, cylinder mold 8 and cylinder buckling die 9 are hollow material, and the length of cylinder mold 8 has plurality of specifications, is used to make up the column of differing heights, and diameter also has plurality of specifications, is used to make up the cylinder of different-diameter; The length of cylinder buckling die 9 is the cylinder height, can be connected with the cylinder mold 8 of different-diameter; The tongue hasp of the groove of cylinder mold 8 and cylinder buckling die 9, shape face cylinder casting face; Cylinder mold connector 21 is inserted in the notch of cylinder buckling die plate 9, just will be linked together by the cylinder buckling die 9 of some cylinder mold 8 and unified length; Large diameter cylinder mold 8 is 1/16 circumference, minor diameter be 1/8 circumference; Semicolumn or four/three cylindrical are used to cast, with length is the cylindrical wall surface linking mould 10 of the hollow material of cylinder height, tongue on one side is connected with the groove hasp of cylinder mold 8, the groove of another side is connected with the tongue hasp of metope flooring buckling die 2, the junction forms the corner face casting face of external semicolumn metope or external four/three cylindrical with semicolumn mould inserted sheet 24; Template packing 17 is inserted in the notch of cylinder buckling die plate 9, forms the pillar type column that does not have lines, cylinder lines mould 18 is inserted in the notch of cylinder buckling die plate 9, be formed with the pillar type column of lines.
Consult shown in Figure 9, the semicolumn metope right be that the metope crossbeam is connected mould, the solid mould in the middle of the wall building formwork erection 1 is cut into the crossbeam breach, combine with the horizontal buckling die 5 of column, cross beam edges mould 6 and angle bar, screw, form the metope crossbeam and be connected mould.
Consult shown in Figure 10ly, width for metope thickness adds the solid mould of two depth of rebate, vertically is inserted in the metope flooring buckling die 2 of notch, be not filled the zone, plug packing 17 at door and window; With width is that the solid mould of metope width laterally fixes on the vertical solid mould admittedly, forms door and the window reserved.
Consult shown in Figure 11ly, flooring lines mould 32 is a hollow material, and length has plurality of specifications, following notch is stuck on the wall building formwork erection 1, length is the square tube 23 of flooring width on the top notch card, plugs a word latch 22, top tongue and wall building formwork erection 1 groove hasp, be used for the corner, be cut into miter angle, weld together, wall building formwork erection 1 has one to be cut into miter angle equally, with the synthetic flooring limit of solid module mould, form flooring limit mould and horizontal and vertical being connected of lines angle mould.
Hollow material among the present invention, but aluminium alloy or other synthetic materials, solid mould can be selected laminate mould, bamboo timber shuttering for use or close other and become material.
Claims (7)
1. combined type integral casting building template, comprise wall building formwork erection (1), metope flooring buckling die (2), exterior wall angle mould (3), interior wall angle mould (4), stand column and beam buckling die (5), cross beam edges mould (6), flooring limit mould (7), cylinder mold (8), cylinder buckling die (9), semicolumn mould (10), flooring thickness mode (11), raised line (12), recessed (13), vertical line groove bar (14), horizontal cable trough bar (15), sealing joint strip (16), packing (17), cylinder lines mould (18), spring leaf latch (19), transverse tube connector (20), cylinder mold connector (21), one word latch (22), square tube (23), semicolumn mould inserted sheet (24), T brief note (25), metope is reinforced screw (26), transverse connecting pipe (27), baffle-plate-sleeve (28), column reinforcing strip (29), chock (30), buckling die connection strap (31), flooring lines mould (32), wall building formwork erection (1) wherein, stand column and beam buckling die (5), cross beam edges mould (6), flooring limit mould (7) both sides are hollow materials, the centre is solid mould, with screw be combined into different length and width have plurality of specifications the template of corresponding title, metope flooring buckling die (2), exterior wall angle mould (3), interior wall angle mould (4), cylinder buckling die (9), the post metope is connected mould (10) and is hollow material, length is metope height or flooring width, metope flooring buckling die (2) by unified length, exterior wall angle mould (3), interior wall angle mould (4), cylinder buckling die (9), cylindrical wall surface is connected mould (10), with wall building formwork erection (1) by some different lengths and width, stand column and beam buckling die (5), cross beam edges mould (6), flooring limit mould (7), cylinder mold (8) emboss pit hasp forms metope, flooring, column, crossbeam, cylinder, the semicolumn metope, four/three cylindrical metope, right angle metope casting face.
2. combined type integral casting building template according to claim 1; it is characterized in that spring leaf latch (19) and transverse tube connector (20) are inserted in the notch of metope flooring buckling die (2); transverse connecting pipe (27) is stuck in the notch of transverse tube connector (20); between transverse connecting pipe (27) and wall building formwork erection (1); plug chock (30); becoming the horizontal and vertical integral body of perpend wall face mould or flooring mould connects; be used for metope; the double-threaded screw that metope is reinforced in the screw (26) is through in the circular hole of wall building formwork erection (1); iron ring is enclosed within on the transverse connecting pipe (27), and the integral body that becomes two-sided metope mould connects.
3. combined type integral casting building template according to claim 1, it is characterized in that described T brief note (25) is stuck in the middle of two wall building formwork erections (1) of facing mutually or the horizontal buckling die of column (5), the cross beam edges mould (6), plug a word latch (22), reserve the zone of wire casing at needs, change horizontal cable trough bar (15) into, become the reservation wire casing mouth of horizontal metope, flooring, column and crossbeam, with vertical line groove bar (14), be inserted in metope flooring buckling die (2) groove that has notch, form vertical metope and flooring and reserve the wire casing mouth.
4. combined type integral casting building template according to claim 1, it is characterized in that described square tube (23) is stuck in the notch of stand column and beam buckling die (5), plug a word latch (22), model of the column is connected with the crossbeam template, column reinforcing strip (29) is enclosed within around the model of the column, tighten the screws is plugged chock (30), is used to reinforce column.
5. combined type integral casting building template according to claim 1, it is characterized in that template packing (17) is inserted in and become cylinder casting face in the notch of cylinder buckling die (9), cylinder lines mould (18) is inserted in the notch of cylinder buckling die (9), becomes the cylinder that lines are arranged.
6. combined type integral casting building template according to claim 1, it is characterized in that raised line (12) is stuck in wall building formwork erection (1) and cross beam edges mould (6) notch, recessed (13) are welded on the transverse end of wall building formwork erection (1) and flooring limit mould (7), become flooring and are connected with the emboss pit hasp of metope, crossbeam vertical and horizontal
7. combined type integral casting building template according to claim 1, it is characterized in that flooring lines mould (32) is a hollow material, length has plurality of specifications, following notch is stuck on the wall building formwork erection 1, length is the square tube 23 of flooring width on the top notch card, plug a word latch 22, the top tongue and the groove hasp of wall building formwork erection 1, be used for the corner, be cut into miter angle, weld together, wall building formwork erection 1 has one to be cut into miter angle equally, with the synthetic flooring limit of solid module mould, form flooring limit mould and horizontal and vertical being connected of lines angle mould.
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| CN201010182256A CN101839060A (en) | 2010-05-25 | 2010-05-25 | Combined type integral casting building template |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201010182256A CN101839060A (en) | 2010-05-25 | 2010-05-25 | Combined type integral casting building template |
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| CN101839060A true CN101839060A (en) | 2010-09-22 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383590A (en) * | 2011-07-11 | 2012-03-21 | 雷灿波 | Combined system of split building template |
-
2010
- 2010-05-25 CN CN201010182256A patent/CN101839060A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383590A (en) * | 2011-07-11 | 2012-03-21 | 雷灿波 | Combined system of split building template |
| CN102383590B (en) * | 2011-07-11 | 2015-11-25 | 雷灿波 | A kind of split construction formwork combined system |
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Application publication date: 20100922 |