CN103225444A - Large and light-weight stereo type construction temporary boundary wall and construction method thereof - Google Patents
Large and light-weight stereo type construction temporary boundary wall and construction method thereof Download PDFInfo
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- CN103225444A CN103225444A CN2013101318553A CN201310131855A CN103225444A CN 103225444 A CN103225444 A CN 103225444A CN 2013101318553 A CN2013101318553 A CN 2013101318553A CN 201310131855 A CN201310131855 A CN 201310131855A CN 103225444 A CN103225444 A CN 103225444A
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Abstract
The invention provides a large and light-weight stereo type construction temporary boundary wall and a construction method thereof. The large and light-weight stereo type construction temporary boundary wall comprises wall plates, column caps and pile foundations, wherein each wall plate is formed by a left upright post, a right upright post, an upper cross beam, a lower cross beam and a web plate; bases are welded at the bottoms of the left upright post and the right upright post; each pile foundation is formed by a vertical downward erect pile, a pedestal welded on the top surface of the erect pile, and a cross arm; and the center of the top of the erect pile and the center of a pedestal plane are welded together in an alignment way. The construction method comprises the following steps: firstly performing the operation of positioning, measuring and line releasing, nailing the first pile foundation on the left side, continuously nailing the second pile foundation on the left side, mounting the left-side first wall plate, placing a left base and a right base of each wall plate on the pedestals of the left-side first pile foundation and the second pile foundation respectively, and mounting the second wall plate in the same way, so as to complete the mounting of the whole boundary wall in sequence. According to the large and light-weight stereo type construction temporary boundary wall and the construction method thereof which are provided by the invention, the large and light-weight stereo type construction temporary boundary wall is light , small in volume, convenient to transport, and suitable for being mounted on viscous-soil ground, good in mounting self-stability, and simple in mounting and dismounting, industrialized production can be achieved, labor and time are saved, turnover use is realized, construction cost can be reduced, and environmental pollution is less.
Description
Technical field
The present invention relates to a kind of enclosure wall that faces greatly, especially relate to a kind of light-duty, typing construction and face enclosure wall and job practices thereof greatly.
Background technology
More the construction site hoarding adopts brick wall to build by laying bricks or stones and whitewash and forms, and working procedure is many, and is long in time limit, and expense is big, and rubbish is many during dismounting, environment pollution is big.
Summary of the invention
The purpose of this invention is to provide a kind of light-duty, typing construction and face enclosure wall and job practices thereof greatly, light weight, volume is little, convenient transportation, can carry out suitability for industrialized production, be adapted at installing on the cohesive soil ground, it is good that self-stability is installed, and pacifies, tears open simple, saving of work and time, turnover is used, and can reduce construction cost, and environment pollution is little.
Technical scheme of the present invention is achieved like this, and enclosure wall is faced in a kind of light-duty, typing construction greatly, and be characterized in: it comprises wallboard, cap and pile foundation; Wallboard by about two columns, two crossbeams and web are formed up and down, this column and crossbeam are formed by the C80 section steel manufacture, web is adopted steel polyphenyl sandwiched plate by the three thick socket types of 40mm in left, center, right and is spliced, four limits up and down of web all are inserted between C shaped steel two crimpings of column and crossbeam up and down in the notch, all be welded with base in the left and right pillar bottom, this left and right sides base specification is identical, the welding position bilateral symmetry, be that example is described further now with left base, this base is made into rectangle with steel plate, its planar dimension is greater than the column sectional dimension, before and after it two minor faces partially in the position respectively open an elongated hole, the long limit mid point of left column aligns with this base left side mid point and welds together, and add stiffener that cuts into rectangle with steel plate of weldering in the C of left column shaped steel inside, this stiffener is perpendicular to the long limit of the C shaped steel of base and column, on the handing-over plane, be the E font, this stiffener following with the C shaped steel of column, a left side, last three limits and base, column, the lower beam contact position is all adopted and is welded to connect; Directly over this stiffener, in the top rail and the left column handing-over lower right corner, be provided with a triangle stiffener, this stiffener cuts into isosceles right triangle with steel plate, two right-angle side is grown the limit inwall with the C shaped steel of left column and top rail respectively and is welded to connect, lumps of wood of filling is used to be fixed in from the merit screw and is tamped reinforcing in the column in the column top more than crossbeam; The cap that is worn over the middle standing pillar top is made up of top board and square casing, top board cuts into square with steel plate, square casing adopts 85mm * 85mm square tube cutting to form, square casing top and top board weld together, square casing and top board four limits, plane separately be parallel to each other and planar central on same point; Pile foundation is by vertically downward staking out, be welded on the pedestal of staking out end face, stull is formed, staking out and stull adopt steel pipe manufacturing to form, the flat flat chisel shape that is of staking out lower end hammer, about stull is divided into two sections, its two segment length consistent and on same straight line weld vertical with staking out, pedestal is made by square steel plate, its length of side is identical with the long limit of base, Qi Sijiao partially in the position be drilled with four elongated holes, former and later two elliptical apertures about it are corresponding with slotted hole on the base of right left column respectively, staking out top center and the welding of base plane center-aligned are filled closely knit in this staking out and stull inner hollow core position with pea gravel concreten.
A kind of light-duty, the job practices that enclosure wall is faced in the typing construction greatly, be characterized in: light-duty at this, before the enclosure wall installation is faced in the typing construction greatly, with artificial or mechanical smooth good ground, carry out the location survey setting-out work, pile foundation position Primary Location, the first pile base on the left of earlier under the nail, when hammering at the thick lumps of wood of pedestal top pad 50mm, beat on the lumps of wood with the protection pedestal with the sledgehammer rammer, to notice when hammering into that the stull on the pile foundation is vertical with the enclosure wall face, before stull enters ground, the adjustment of staking out verticality is carried out in the staking out that pounds with a hammer, and continues to hammer into after adjusting, and makes stull imbed below ground, then follow closely the left side second pile base again, before its stull enters ground, the staking out that pounds with a hammer adjust and the first pile base between continue to hammer into after the distance in place, the first block of wallboard in left side is installed, the left and right sides base of wallboard is placed on a left side first respectively, on the pedestal of second pile foundation, wallboard moved its elongated hole is alignd with the elongated hole of pedestal and be connected fastening with bolt; Install second block of wallboard equally, put on cap, square casing is connected together first, second piece wallboard right side, left two column tops at the right column of first block of wallboard and the left column top of second block of wallboard; Finish the installation of whole enclosure wall successively.
Enclosure wall and job practices thereof are faced in light-duty, typing construction proposed by the invention greatly, light weight, volume is little, convenient transportation, can carry out suitability for industrialized production, be adapted at installing on the cohesive soil ground, it is good that self-stability is installed, and pacifies, tears open simple, saving of work and time, turnover is used, and can reduce construction cost, and environment pollution is little.
Now the present invention is further illustrated in conjunction with the accompanying drawings and embodiments.
Description of drawings
Fig. 1 is that the enclosure wall front view is faced in light-duty, typing construction proposed by the invention greatly.
Fig. 2 is the wallboard construction drawing.
Fig. 3 is column, crossbeam and web connected node figure.
Fig. 4 is a column base drawing.
Fig. 5 is that column filling wooden unit is reinforced schematic diagram.
Fig. 6 is the cap elevation.
Fig. 7 is the cap upward view.
Fig. 8 is the pile foundation front view.
Fig. 9 is that pedestal is made the mansion view.
Among the figure: 1, column; 2, crossbeam; 3, web; 4, base; 5, the lumps of wood; 6, triangle stiffener; 7, stiffener; 8, elongated hole; 9, from the merit screw; 10, top board; 11, square casing; 12, pile foundation; 13, staking out; 14, pedestal; 15, stull; 16, bolt; 17, ground; 18, elongated hole; 19, cap.
The specific embodiment
From Fig. 1, Fig. 2 as can be seen: a kind of light-duty, typing construction is faced enclosure wall greatly and mainly is made up of wallboard, cap and pile foundation 12.Wallboard by about two columns 1, two crossbeams 2 and web 3 are formed up and down, this column 1 and crossbeam 2 are formed by the C80 section steel manufacture, web 3 is adopted steel polyphenyl sandwiched plate by the three thick socket types of 40mm in left, center, right and is spliced, four limits up and down of web 3 all are inserted between C shaped steel two crimpings of column 1 and crossbeam 2 up and down in the notch, all be welded with base 4 in left and right pillar 1 bottom, these left and right sides base 4 specifications are identical, the welding position bilateral symmetry, be that example is described further now with left base 4, these base 4 usefulness steel plates are made into rectangle, its planar dimension is greater than column 1 sectional dimension, before and after it two minor faces partially in the position respectively open an elongated hole 8, the long limit mid point of left column 1 aligns with these base 4 left side mid points and welds together, and add stiffener 7 that cuts into rectangle with steel plate of weldering in the C of left column 1 shaped steel inside, this stiffener 7 is perpendicular to the long limit of the C shaped steel of base 4 and column 1, on the handing-over plane, be the E font, this stiffener 7 following with the C shaped steel of column 1, a left side, last three limits and base 4, column 1, lower beam 2 contact positions are all adopted and are welded to connect; Directly over this stiffener 7, in the top rail and the left column handing-over lower right corner, be provided with a triangle stiffener 6, these stiffener 6 usefulness steel plates cut into isosceles right triangle, two right-angle side is grown the limit inwall with the C shaped steel of left column 1 and top rail 2 respectively and is welded to connect, lumps of wood 5 of filling is used to be fixed in from merit screw 9 and is tamped reinforcing in the column in column 1 top of crossbeam more than 2; The cap 19 that is worn over middle standing pillar 1 top is made up of top board 10 and square casing 11, top board 10 usefulness steel plates cut into square, square casing 11 adopts 85mm * 85mm square tube cutting to form, square casing 11 tops and top board 10 weld together, square casing 11 be parallel to each other with top board 10 four limits, plane separately and planar central on same point; Pile foundation 12 is by vertically downward staking out 13, be welded on the pedestal 14 of staking out 13 end faces, stull 15 is formed, staking out 13 and stull 15 adopt steel pipe manufacturing to form, the flat flat chisel shape that is of staking out 13 lower ends hammer, about stull 15 is divided into two sections, its two segment length consistent and on same straight line with staking out 13 vertical welding, pedestal 14 is made by square steel plate, its length of side is identical with base 4 long limits, Qi Sijiao partially in the position be drilled with four elongated holes 18, former and later two elliptical apertures 18 about it are corresponding with slotted hole 8 on the base 4 of right left column 1 respectively, the welding of aliging with pedestal 14 planar central of staking out 13 top center is filled closely knit in this staking out 13 and stull 15 inner hollow core positions with pea gravel concreten.
Of the present invention light-duty, the job practices that enclosure wall is faced in the typing construction greatly is as follows: light-duty at this, before the enclosure wall installation is faced in the typing construction greatly, with artificial or mechanical smooth good ground 17, carry out the location survey setting-out work, pile foundation 12 position Primary Location, the first pile base 12 on the left of earlier under the nail, when hammering at the thick lumps of wood of pedestal 14 top pad 50mm, beat on the lumps of wood with protection pedestal 14 with the sledgehammer rammer, to notice when hammering into that the stull 15 on the pile foundation 12 is vertical with the enclosure wall face, before stull 15 enters ground 17, staking out 13 verticality adjustment are carried out in the staking out 13 that pounds with a hammer, continue after adjusting to hammer into, make stull 15 imbed ground below 17, then follow closely the left side second pile base 12 again, before its stull 15 enters ground 17, the staking out 13 that pounds with a hammer adjust and the first pile base 12 between the distance after continue to hammer in place, the first block of wallboard in left side is installed, the left and right sides base 4 of wallboard is placed on a left side first respectively, on the pedestal 14 of second pile foundation 12, wallboard moved its elongated hole 8 is alignd with the elongated hole 18 of pedestal 14 and be connected fastening with bolt 16; Install second block of wallboard equally, put on cap 19, square casing 11 is connected together first, second piece wallboard right side, left two column tops at the right column 1 of first block of wallboard and left column 1 top of second block of wallboard.Finish the installation of whole enclosure wall successively.The dismounting order is just in time opposite with installation, and pile foundation 12 adopts the triangle dead mans to extract from underground.
Claims (2)
1. enclosure wall is faced in light-duty, a typing construction greatly, and it is characterized in that: it comprises wallboard, cap and pile foundation; Wallboard by about two columns, two crossbeams and web are formed up and down, this column and crossbeam are formed by the C80 section steel manufacture, web is adopted steel polyphenyl sandwiched plate by the three thick socket types of 40mm in left, center, right and is spliced, four limits up and down of web all are inserted between C shaped steel two crimpings of column and crossbeam up and down in the notch, all be welded with base in the left and right pillar bottom, this left and right sides base specification is identical, the welding position bilateral symmetry, be that example is described further now with left base, this base is made into rectangle with steel plate, its planar dimension is greater than the column sectional dimension, before and after it two minor faces partially in the position respectively open an elongated hole, the long limit mid point of left column aligns with this base left side mid point and welds together, and add stiffener that cuts into rectangle with steel plate of weldering in the C of left column shaped steel inside, this stiffener is perpendicular to the long limit of the C shaped steel of base and column, on the handing-over plane, be the E font, this stiffener following with the C shaped steel of column, a left side, last three limits and base, column, the lower beam contact position is all adopted and is welded to connect; Directly over this stiffener, in the top rail and the left column handing-over lower right corner, be provided with a triangle stiffener, this stiffener cuts into isosceles right triangle with steel plate, two right-angle side is grown the limit inwall with the C shaped steel of left column and top rail respectively and is welded to connect, lumps of wood of filling is used to be fixed in from the merit screw and is tamped reinforcing in the column in the column top more than crossbeam; The cap that is worn over the middle standing pillar top is made up of top board and square casing, top board cuts into square with steel plate, square casing adopts 85mm * 85mm square tube cutting to form, square casing top and top board weld together, square casing and top board four limits, plane separately be parallel to each other and planar central on same point; Pile foundation is by vertically downward staking out, be welded on the pedestal of staking out end face, stull is formed, staking out and stull adopt steel pipe manufacturing to form, the flat flat chisel shape that is of staking out lower end hammer, about stull is divided into two sections, its two segment length consistent and on same straight line weld vertical with staking out, pedestal is made by square steel plate, its length of side is identical with the long limit of base, Qi Sijiao partially in the position be drilled with four elongated holes, former and later two elliptical apertures about it are corresponding with slotted hole on the base of right left column respectively, staking out top center and the welding of base plane center-aligned are filled closely knit in this staking out and stull inner hollow core position with pea gravel concreten.
One kind light-duty, the job practices that enclosure wall is faced in the typing construction greatly, it is characterized in that: light-duty at this, before the enclosure wall installation is faced in the typing construction greatly, with artificial or mechanical smooth good ground, carry out the location survey setting-out work, pile foundation position Primary Location, the first pile base on the left of earlier under the nail, when hammering at the thick lumps of wood of pedestal top pad 50mm, beat on the lumps of wood with the protection pedestal with the sledgehammer rammer, to notice when hammering into that the stull on the pile foundation is vertical with the enclosure wall face, before stull enters ground, the adjustment of staking out verticality is carried out in the staking out that pounds with a hammer, and continues to hammer into after adjusting, and makes stull imbed below ground, then follow closely the left side second pile base again, before its stull enters ground, the staking out that pounds with a hammer adjust and the first pile base between continue to hammer into after the distance in place, the first block of wallboard in left side is installed, the left and right sides base of wallboard is placed on a left side first respectively, on the pedestal of second pile foundation, wallboard moved its elongated hole is alignd with the elongated hole of pedestal and be connected fastening with bolt; Install second block of wallboard equally, put on cap, square casing is connected together first, second piece wallboard right side, left two column tops at the right column of first block of wallboard and the left column top of second block of wallboard; Finish the installation of whole enclosure wall successively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101318553A CN103225444A (en) | 2013-04-17 | 2013-04-17 | Large and light-weight stereo type construction temporary boundary wall and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101318553A CN103225444A (en) | 2013-04-17 | 2013-04-17 | Large and light-weight stereo type construction temporary boundary wall and construction method thereof |
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| CN103225444A true CN103225444A (en) | 2013-07-31 |
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| CN2013101318553A Pending CN103225444A (en) | 2013-04-17 | 2013-04-17 | Large and light-weight stereo type construction temporary boundary wall and construction method thereof |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103397816A (en) * | 2013-08-08 | 2013-11-20 | 凌其彬 | Roof enclosing wall |
| CN103541585A (en) * | 2013-10-15 | 2014-01-29 | 浙江亚厦幕墙有限公司 | Glass fence |
| CN104314362A (en) * | 2014-10-24 | 2015-01-28 | 张玉恒 | All-prefabricated fence |
| CN104948004A (en) * | 2015-04-29 | 2015-09-30 | 西安科技大学 | Revolving wall for on-site safety management |
| CN105696851A (en) * | 2016-04-25 | 2016-06-22 | 北京城建七建设工程有限公司 | Totally-prefabricated assembly type construction barrier and construction method thereof |
| CN106088627A (en) * | 2016-06-17 | 2016-11-09 | 苏州华鼎建筑装饰工程有限公司 | Body of wall method to set up |
| CN107399656A (en) * | 2017-08-31 | 2017-11-28 | 西继迅达（许昌）电梯有限公司 | Outdoor installation elevator and its construction method |
| CN107587840A (en) * | 2017-09-26 | 2018-01-16 | 中铁大桥局集团第五工程有限公司 | A kind of rectangle pile foundation drilling construction method |
| CN107761616A (en) * | 2017-11-22 | 2018-03-06 | 王静娴 | A kind of municipal construction division board |
| CN109736226A (en) * | 2019-01-19 | 2019-05-10 | 王敬富 | Highway temporary-warning column arranging machine |
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| CN2553035Y (en) * | 2002-03-18 | 2003-05-28 | 山西潞安工程有限公司 | Movable inclosure wall made of colour steel plate |
| CN201280838Y (en) * | 2008-10-23 | 2009-07-29 | 吴金津 | Assembled hoarding |
| CN201310226Y (en) * | 2008-09-26 | 2009-09-16 | 绥化电业局 | Base part stationary type multilevel flexible safe fence pile |
| CN202706664U (en) * | 2012-06-13 | 2013-01-30 | 江苏华江建设集团有限公司 | Assembled temporary wall single body |
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Patent Citations (4)
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| CN2553035Y (en) * | 2002-03-18 | 2003-05-28 | 山西潞安工程有限公司 | Movable inclosure wall made of colour steel plate |
| CN201310226Y (en) * | 2008-09-26 | 2009-09-16 | 绥化电业局 | Base part stationary type multilevel flexible safe fence pile |
| CN201280838Y (en) * | 2008-10-23 | 2009-07-29 | 吴金津 | Assembled hoarding |
| CN202706664U (en) * | 2012-06-13 | 2013-01-30 | 江苏华江建设集团有限公司 | Assembled temporary wall single body |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103397816A (en) * | 2013-08-08 | 2013-11-20 | 凌其彬 | Roof enclosing wall |
| CN103541585A (en) * | 2013-10-15 | 2014-01-29 | 浙江亚厦幕墙有限公司 | Glass fence |
| CN103541585B (en) * | 2013-10-15 | 2016-06-22 | 浙江亚厦幕墙有限公司 | A kind of glass fence |
| CN104314362A (en) * | 2014-10-24 | 2015-01-28 | 张玉恒 | All-prefabricated fence |
| CN104314362B (en) * | 2014-10-24 | 2016-06-22 | 张玉恒 | Fully-prefabricated assembled enclosure wall |
| CN104948004A (en) * | 2015-04-29 | 2015-09-30 | 西安科技大学 | Revolving wall for on-site safety management |
| CN105696851A (en) * | 2016-04-25 | 2016-06-22 | 北京城建七建设工程有限公司 | Totally-prefabricated assembly type construction barrier and construction method thereof |
| CN105696851B (en) * | 2016-04-25 | 2017-12-08 | 北京城建七建设工程有限公司 | Full prefabricated assembling construction guard fender and its construction method |
| CN106088627A (en) * | 2016-06-17 | 2016-11-09 | 苏州华鼎建筑装饰工程有限公司 | Body of wall method to set up |
| CN107399656A (en) * | 2017-08-31 | 2017-11-28 | 西继迅达（许昌）电梯有限公司 | Outdoor installation elevator and its construction method |
| CN107399656B (en) * | 2017-08-31 | 2023-06-06 | 西继迅达电梯有限公司 | Outdoor elevator and construction method thereof |
| CN107587840A (en) * | 2017-09-26 | 2018-01-16 | 中铁大桥局集团第五工程有限公司 | A kind of rectangle pile foundation drilling construction method |
| CN107761616A (en) * | 2017-11-22 | 2018-03-06 | 王静娴 | A kind of municipal construction division board |
| CN109736226A (en) * | 2019-01-19 | 2019-05-10 | 王敬富 | Highway temporary-warning column arranging machine |
| CN109736226B (en) * | 2019-01-19 | 2020-10-30 | 王敬富 | Temporary warning post cloth arranging machine for highway |
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Application publication date: 20130731 |