CN104847165A - Building demolition enclosed coaming facility construction method - Google Patents
Building demolition enclosed coaming facility construction method Download PDFInfo
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- CN104847165A CN104847165A CN201510177914.XA CN201510177914A CN104847165A CN 104847165 A CN104847165 A CN 104847165A CN 201510177914 A CN201510177914 A CN 201510177914A CN 104847165 A CN104847165 A CN 104847165A
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- Prior art keywords
- standpipe
- string
- support body
- pin
- frames
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- 238000010276 construction Methods 0.000 title claims abstract description 13
- 238000000034 method Methods 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 24
- 239000011148 porous material Substances 0.000 claims description 24
- 239000010959 steel Substances 0.000 claims description 24
- 239000004677 Nylon Substances 0.000 claims description 16
- 229920001778 nylon Polymers 0.000 claims description 16
- 239000004744 fabric Substances 0.000 claims description 10
- 239000011248 coating agent Substances 0.000 claims description 6
- 238000000576 coating method Methods 0.000 claims description 6
- 239000000956 alloy Substances 0.000 claims description 3
- 229910045601 alloy Inorganic materials 0.000 claims description 3
- 238000009412 basement excavation Methods 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 239000003973 paint Substances 0.000 claims description 3
- 238000007747 plating Methods 0.000 claims description 3
- 238000009958 sewing Methods 0.000 claims description 3
- 239000002966 varnish Substances 0.000 claims description 3
- 239000002023 wood Substances 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract 3
- 239000000428 dust Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a building demolition enclosed coaming facility construction method. The method comprises the step of part manufacturing, the step of coaming enclosure body manufacturing, the step of mesh enclosure body manufacturing, the step of member mounting, the step of coaming enclosure body mounting, the step of mesh enclosure body mounting, the step of digging a drainage ditch in the periphery of a member frame, the step of guaranteeing smooth drainage and the like. The building demolition enclosed coaming facility construction method has the advantages of being simple and convenient, and good in effect.
Description
Technical field
The present invention relates to that a kind of demolishing buildings is closed encloses a grade facility construction method.
Background technology
In recent years; the many buildings of China scrap period to updating; need remove; separately some is built because the reasons such as planning also must be removed, and demolishing buildings amount is increasing, but during demolishing buildings; dust emission is very large; surrounding enviroment are polluted very serious, and numerous and confused appealing of society of government controls airborne dust protection of the environment, but all fail essence and deal with problems.
Summary of the invention
The object of the present invention is to provide that easy, the effective demolishing buildings of a kind of method is closed encloses a grade facility construction method.
Technical solution of the present invention is:
A kind of demolishing buildings is closed encloses a grade facility construction method, it is characterized in that: comprise the following steps:
(1) parts make
(1) pedal pin to make
Pedal pin and be set to round shape, diameter is 30cm, and thickness is 20cm, and centre arranges pore, and pore Φ is 15cm, adopts mortar concrete to build;
(2) standpipe makes: adopt coating steel pipe, steel pipe Φ is 15cm, and length is 3 ~ 4m, and circular hole is opened far from 10cm place, end in steel pipe two, and Circularhole diameter is 3cm; Apart from 30cm place, end, two ends open string pore, aperture is Φ 10cm;
(3) transverse tube makes: adopt steel plating pipe, steel pipe Φ 10cm, length 3 ~ 4m;
(4) cuff makes: adopt coating steel pipe, pipe diameter is Φ 15cm, and length is 20cm, opens circular hole in the middle part of length direction, and circular hole aperture is 1cm, for perforation;
(5) mortise lock makes: mortise lock is made up of lock pin and nut; Lock pin selects round steel, and round steel Φ is 9mm, and length is 20cm, and two ends are 5cm silk tooth; And make the nut of internal diameter 9mm;
(2) enclose grade cover body to make
(1) selection: select 1000D nylon cloth;
(2) varnish is adopted to carry out paint one time to selected nylon cloth stand-by;
(3) seam crossing is needed at the nylon cloth of setting, with machine seam sewing slide fastener;
(4) arrange string cord hole enclosing outside grade cover body of setting by 30cm spacing, string cord hole alloy makes, and circular, aperture is 10cm;
(3) net body makes
(1) choice for use nylon rope is that 6 strands of nylon ropes are twisted into;
(2) net body mesh is 10cm*10cm;
(4) structure body is installed
(1) pedal pin to install: to place by 3-4m along building periphery to be teared down and built and pedal pin, dig the pool and will pedal pin and be vertically buried in the earth, cannula port can not inject mud dirt, and cannula port is removed in time if any mud dirt;
(2) erection of frames: according to pedaling pin route, carry out erection of frames, support body is made up of wood based panel, and plank width is 10cm, plank arranges string pore hole at interval of 3-4m, and the position in string pipe cavity is corresponding with the position pedaling pin; Standpipe diameter+2cm≤string pore hole dia≤standpipe diameter+2.5cm, the length of the single standpipe of support body aspect ratio exceeds 20cm, and support body adopts bracing frame to support;
(3) first floor erection of frames: when after erection of frames, penetrates cuff by standpipe bottom, and is placed on by cuff in the string pore hole of support body, then is sealed in by transverse tube in riser upper string pore;
(4) second layer erection of frames: when after first floor erection of frames, second layer support body is installed, the standpipe bottom of second layer support body is penetrated cuff, the standpipe upper end of second layer support body heads in the cuff of first floor support body standpipe, above first floor riser bottom top to the circular hole of first floor support body standpipe cuff, lock pin is inserted in this circular hole, lock pin two ends nut screwing clamping, then continue after upper top to the standpipe string pore of second layer support body completes and expose support body surface, horizontal standpipe to be penetrated in string hole; Press second layer erection of frames method again and the second layer, third layer are installed, till meeting design height, form structure body frame;
(5) enclose grade cover body to install, connect balloon respectively at cover body limit eaves with lead-in wire, cover body, on weight basis, covers on support body by placement balloon, then by the string cord hole string rope of cover body, tighten, cover body limit pin is buried in the earth;
(6) net body is installed: net body under net body being used balloon and hand fit, covers on cover body, then tightens after installing by cover body;
(7) in excavation gutter, structure body frame periphery, and guarantee that draining is unobstructed.
The present invention adopts and makes closure with nylon cloth, and this material has the feature that ventilative property is tied mutually with closure, and removed building all contains wherein by this overall facility simultaneously, thus has closure technical characterstic.Closedly enclose 3 times that grade area is generally greater than buildings area, be highly greater than more than depth of building 3m, thus no matter scale of construction area all has property technical characterstic substantially.Be applicable to multilayer and bilayer, one storey house construction work, be applicable to town road construction work, be not suitable for colony's building engineering, high-rise Super High building engineering, particularity construction work etc.
Below in conjunction with embodiment, the invention will be further described.
Detailed description of the invention
A kind of demolishing buildings is closed encloses a grade facility construction method, comprises the following steps:
(1) parts make
(1) pedal pin to make
Pedal pin and be set to round shape, diameter is 30cm, and thickness is 20cm, and centre arranges pore, and pore Φ is 15cm, adopts mortar concrete to build;
(2) standpipe makes: adopt coating steel pipe, steel pipe Φ is 15cm, and length is 3 ~ 4m, and circular hole is opened far from 10cm place, end in steel pipe two, and Circularhole diameter is 3cm; Apart from 30cm place, end, two ends open string pore, aperture is Φ 10cm;
(3) transverse tube makes: adopt steel plating pipe, steel pipe Φ 10cm, length 3 ~ 4m;
(4) cuff makes: adopt coating steel pipe, pipe diameter is Φ 15cm, and length is 20cm, opens circular hole in the middle part of length direction, and circular hole aperture is 1cm, for perforation;
(5) mortise lock makes: mortise lock is made up of lock pin and nut; Lock pin selects round steel, and round steel Φ is 9mm, and length is 20cm, and two ends are 5cm silk tooth; And make the nut of internal diameter 9mm;
(2) enclose grade cover body to make
(1) selection: select 1000D nylon cloth;
(2) varnish is adopted to carry out paint one time to selected nylon cloth stand-by;
(3) seam crossing is needed at the nylon cloth of setting, with machine seam sewing slide fastener;
(4) arrange string cord hole enclosing outside grade cover body of setting by 30cm spacing, string cord hole alloy makes, and circular, aperture is 10cm;
(3) net body makes
(1) choice for use nylon rope is that 6 strands of nylon ropes are twisted into;
(2) net body mesh is 10cm*10cm;
(4) structure body is installed
(1) pedal pin to install: to place by 3-4m along building periphery to be teared down and built and pedal pin, dig the pool and will pedal pin and be vertically buried in the earth, cannula port can not inject mud dirt, and cannula port is removed in time if any mud dirt;
(2) erection of frames: according to pedaling pin route, carry out erection of frames, support body is made up of wood based panel, and plank width is 10cm, plank arranges string pore hole at interval of 3-4m, and the position in string pipe cavity is corresponding with the position pedaling pin; Standpipe diameter+2cm≤string pore hole dia≤standpipe diameter+2.5cm, the length of the single standpipe of support body aspect ratio exceeds 20cm, and support body adopts bracing frame to support;
(3) first floor erection of frames: when after erection of frames, penetrates cuff by standpipe bottom, and is placed on by cuff in the string pore hole of support body, then is sealed in by transverse tube in riser upper string pore;
(4) second layer erection of frames: when after first floor erection of frames, second layer support body is installed, the standpipe bottom of second layer support body is penetrated cuff, the standpipe upper end of second layer support body heads in the cuff of first floor support body standpipe, above first floor riser bottom top to the circular hole of first floor support body standpipe cuff, lock pin is inserted in this circular hole, lock pin two ends nut screwing clamping, then continue after upper top to the standpipe string pore of second layer support body completes and expose support body surface, horizontal standpipe to be penetrated in string hole; Press second layer erection of frames method again and the second layer, third layer are installed, till meeting design height, form structure body frame;
(5) enclose grade cover body to install, connect balloon respectively at cover body limit eaves with lead-in wire, cover body, on weight basis, covers on support body by placement balloon, then by the string cord hole string rope of cover body, tighten, cover body limit pin is buried in the earth;
(6) net body is installed: net body under net body being used balloon and hand fit, covers on cover body, then tightens after installing by cover body;
(7) in excavation gutter, structure body frame periphery, and guarantee that draining is unobstructed.
Claims (1)
1. demolishing buildings is closed encloses a grade facility construction method, it is characterized in that: comprise the following steps:
(1) parts make
(1) pedal pin to make
Pedal pin and be set to round shape, diameter is 30cm, and thickness is 20cm, and centre arranges pore, and pore Φ is 15cm, adopts mortar concrete to build;
(2) standpipe makes: adopt coating steel pipe, steel pipe Φ is 15cm, and length is 3 ~ 4m, and circular hole is opened far from 10cm place, end in steel pipe two, and Circularhole diameter is 3cm; Apart from 30cm place, end, two ends open string pore, aperture is Φ 10cm;
(3) transverse tube makes: adopt steel plating pipe, steel pipe Φ 10cm, length 3 ~ 4m;
(4) cuff makes: adopt coating steel pipe, pipe diameter is Φ 15cm, and length is 20cm, opens circular hole in the middle part of length direction, and circular hole aperture is 1cm, for perforation;
(5) mortise lock makes: mortise lock is made up of lock pin and nut; Lock pin selects round steel, and round steel Φ is 9mm, and length is 20cm, and two ends are 5cm silk tooth; And make the nut of internal diameter 9mm;
(2) enclose grade cover body to make
(1) selection: select 1000D nylon cloth;
(2) varnish is adopted to carry out paint one time to selected nylon cloth stand-by;
(3) seam crossing is needed at the nylon cloth of setting, with machine seam sewing slide fastener;
(4) arrange string cord hole enclosing outside grade cover body of setting by 30cm spacing, string cord hole alloy makes, and circular, aperture is 10cm;
(3) net body makes
(1) choice for use nylon rope is that 6 strands of nylon ropes are twisted into;
(2) net body mesh is 10cm*10cm;
(4) structure body is installed
(1) pedal pin to install: to place by 3-4m along building periphery to be teared down and built and pedal pin, dig the pool and will pedal pin and be vertically buried in the earth, cannula port can not inject mud dirt, and cannula port is removed in time if any mud dirt;
(2) erection of frames: according to pedaling pin route, carry out erection of frames, support body is made up of wood based panel, and plank width is 10cm, plank arranges string pore hole at interval of 3-4m, and the position in string pipe cavity is corresponding with the position pedaling pin; Standpipe diameter+2cm≤string pore hole dia≤standpipe diameter+2.5cm, the length of the single standpipe of support body aspect ratio exceeds 20cm, and support body adopts bracing frame to support;
(3) first floor erection of frames: when after erection of frames, penetrates cuff by standpipe bottom, and is placed on by cuff in the string pore hole of support body, then is sealed in by transverse tube in riser upper string pore;
(4) second layer erection of frames: when after first floor erection of frames, second layer support body is installed, the standpipe bottom of second layer support body is penetrated cuff, the standpipe upper end of second layer support body heads in the cuff of first floor support body standpipe, above first floor riser bottom top to the circular hole of first floor support body standpipe cuff, lock pin is inserted in this circular hole, lock pin two ends nut screwing clamping, then continue after upper top to the standpipe string pore of second layer support body completes and expose support body surface, horizontal standpipe to be penetrated in string hole; Press second layer erection of frames method again and the second layer, third layer are installed, till meeting design height, form structure body frame;
(5) enclose grade cover body to install, connect balloon respectively at cover body limit eaves with lead-in wire, cover body, on weight basis, covers on support body by placement balloon, then by the string cord hole string rope of cover body, tighten, cover body limit pin is buried in the earth;
(6) net body is installed: net body under net body being used balloon and hand fit, covers on cover body, then tightens after installing by cover body;
(7) in excavation gutter, structure body frame periphery, and guarantee that draining is unobstructed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510177914.XA CN104847165A (en) | 2015-04-16 | 2015-04-16 | Building demolition enclosed coaming facility construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510177914.XA CN104847165A (en) | 2015-04-16 | 2015-04-16 | Building demolition enclosed coaming facility construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104847165A true CN104847165A (en) | 2015-08-19 |
Family
ID=53847100
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510177914.XA Pending CN104847165A (en) | 2015-04-16 | 2015-04-16 | Building demolition enclosed coaming facility construction method |
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| Country | Link |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200456347Y1 (en) * | 2009-07-27 | 2011-10-26 | (합)현대철구산업 | Combination structure of fence |
| CN202882373U (en) * | 2012-10-16 | 2013-04-17 | 郑其雄 | Improved scaffold |
| CN103046734A (en) * | 2012-12-29 | 2013-04-17 | 上海建工一建集团有限公司 | Environment-friendly flame-retardant scaffold system |
| KR101282747B1 (en) * | 2012-11-30 | 2013-07-05 | (주)일산금속 | Width-pipe of expansion joint fence for possibility |
| CN103362349A (en) * | 2012-03-30 | 2013-10-23 | 周国民 | Wall guardrail with positioning bars |
| CN203742263U (en) * | 2014-01-10 | 2014-07-30 | 舒华股份有限公司 | Fencing framework connection structure |
| CN204128448U (en) * | 2014-08-25 | 2015-01-28 | 叶建军 | Demolishing buildings explosion flexible protection systems |
| CN204212383U (en) * | 2014-10-29 | 2015-03-18 | 中建新疆建工集团第一建筑工程有限公司 | Plug-in type steel pipe scaffold |
-
2015
- 2015-04-16 CN CN201510177914.XA patent/CN104847165A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200456347Y1 (en) * | 2009-07-27 | 2011-10-26 | (합)현대철구산업 | Combination structure of fence |
| CN103362349A (en) * | 2012-03-30 | 2013-10-23 | 周国民 | Wall guardrail with positioning bars |
| CN202882373U (en) * | 2012-10-16 | 2013-04-17 | 郑其雄 | Improved scaffold |
| KR101282747B1 (en) * | 2012-11-30 | 2013-07-05 | (주)일산금속 | Width-pipe of expansion joint fence for possibility |
| CN103046734A (en) * | 2012-12-29 | 2013-04-17 | 上海建工一建集团有限公司 | Environment-friendly flame-retardant scaffold system |
| CN203742263U (en) * | 2014-01-10 | 2014-07-30 | 舒华股份有限公司 | Fencing framework connection structure |
| CN204128448U (en) * | 2014-08-25 | 2015-01-28 | 叶建军 | Demolishing buildings explosion flexible protection systems |
| CN204212383U (en) * | 2014-10-29 | 2015-03-18 | 中建新疆建工集团第一建筑工程有限公司 | Plug-in type steel pipe scaffold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150819 |
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| RJ01 | Rejection of invention patent application after publication |