CN106593061A - Herringbone flexible wind-shield wall - Google Patents

Herringbone flexible wind-shield wall Download PDF

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Publication number
CN106593061A
CN106593061A CN201611121144.8A CN201611121144A CN106593061A CN 106593061 A CN106593061 A CN 106593061A CN 201611121144 A CN201611121144 A CN 201611121144A CN 106593061 A CN106593061 A CN 106593061A
Authority
CN
China
Prior art keywords
wind
cloth
shield
herringbone
building
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201611121144.8A
Other languages
Chinese (zh)
Inventor
练继建
盛传明
李蕾
盛传勇
郭琳琳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Frontier Technology Research Institute of Tianjin University Co Ltd
Original Assignee
Frontier Technology Research Institute of Tianjin University Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Frontier Technology Research Institute of Tianjin University Co Ltd filed Critical Frontier Technology Research Institute of Tianjin University Co Ltd
Priority to CN201611121144.8A priority Critical patent/CN106593061A/en
Publication of CN106593061A publication Critical patent/CN106593061A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/14Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate against other dangerous influences, e.g. tornadoes, floods

Abstract

A herringbone flexible wind-shield wall is disposed in front of a target building and composed of wind-shield cloth and three vertical rods, the three rods are vertically fixed in front of the target building in a triangular form, the three rods are 2-20 m spaced, the wind-shield cloth is rectangular, is 2-20 m in length and has width equal to the height of the vertical rods, the wind-shield cloth is made with PP (polypropylene) high-toughness nonwoven geotextile and is provided with evenly distributed air holes therein, the air holes are 0.1-1 m in diameter and 0.1-1 m in spacing, two sides of the wind-shield cloth are fixed to the vertical rods on two sides respectively, the vertical rod in the middle is 10-50 m away from the front of the target building, and the vertical rods on two sides are 5-45 m away from the front of the target building. The herringbone flexible wind-shield wall has the advantages that the herringbone flexible wind-shield wall is simple in structure, low in manufacture cost and simple to mount and maintain; when a typhoon passes by the herringbone flexible wind-shield wall, wind speed at the target building can be greatly decreased, and improved safety is provided for the building.

Description

A kind of herringbone flexibility windbreak
Technical field
The present invention relates to building Radix Saposhnikoviae technology, particularly a kind of herringbone flexibility windbreak.
Background technology
Wind is an important ecological factor in nature, and China's monsoon prevailing is serious by typhoon influence, littoral Area is huge by the direct economic loss that the natural disasters such as typhoon, storm tide are caused, the coming years, because sea level rise, storm The order of severity and frequency gradually increase, and Radix Saposhnikoviae engineering research is very urgent.Patent 201510413846.2 describes a kind of desert Windbreak system, is mainly used in desert field, plays sand break and fixation function.
The content of the invention
The purpose of the present invention is for above-mentioned existing problems, there is provided a kind of herringbone flexibility windbreak, i.e., in target structures Thing front arrangement herringbone flexibility is kept out the wind cloth, and when typhoon blows to building, the flexibility of the natural torsion cloth that keeps out the wind can reduce target Wind speed at building.
Technical scheme:
A kind of herringbone flexibility windbreak, is arranged in target structures thing front, by keeping out the wind cloth and vertical rod is constituted, three vertical rods The front for being perpendicularly fixed at target structures thing triangular in shape, the height of vertical rod is according to depending on the height of building 3 and less than building The height of thing, the spacing of vertical rod is 2-20m;The cloth that keeps out the wind is shaped as rectangle, and size is long 2-20m, wide equal to vertical rod highly, material It is a kind of flexible body material with certain mechanical strength and shock resistance for PP series high-ductility polypropylene non-woven geotextiles Material, is evenly equipped with passage in the cloth that keeps out the wind, a diameter of 0.1-1m of passage, pitch of holes are 0.1-1m, keep out the wind cloth both sides respectively with The vertical rod on both sides is fixed, and intermediate uprights are 10-50m with the distance before target structures thing, before both sides vertical rod and target structures thing The distance in face is 5-45m.
The working mechanism of the present invention:
When high wind is blowed to keeps out the wind cloth, keep out the wind cloth natural torsion camber, and a part of air-flow blows to building by passage Thing so that wind speed is reduced, and arcuately face blows to the left and right sides to another part air-flow, passes through from building or so two ends, reduces Wind speed at building.
The invention has the beneficial effects as follows:Herringbone flexibility wind-shield wall is simple, low cost, install and safeguard simple;Platform When wind is passed through, by herringbone windbreak, can significantly weaken wind speed at target structures thing, increased the safety of building.
Description of the drawings
Fig. 1 is the dimensional structure diagram of the device;
Fig. 2 is the overlooking the structure diagram of the present invention.
In figure:1st, keep out the wind cloth;2nd, vertical rod;3rd, building;4th, passage.
Specific embodiment
Below in conjunction with the accompanying drawings and embodiment, to the present invention be embodied as be described further.
Embodiment:
A kind of herringbone flexibility windbreak, as shown in Figure 1-2, is arranged in the front of target structures thing 3, by the cloth 1 and vertical of keeping out the wind Bar 2 is constituted, three vertical rods 2 front for being perpendicularly fixed at target structures thing 3 triangular in shape, and the height of vertical rod 2 is according to building 3 Depending on height and less than the height of building 3, the spacing of vertical rod 2 is 10m;The cloth 1 that keeps out the wind is shaped as rectangle, size be long 13.7m, Wide equal to the height of vertical rod 2, material is PP series high-ductility polypropylene non-woven geotextiles, is a kind of with certain mechanical strength and anti- The flexible body material of impact property, is evenly equipped with passage 4 in the cloth 1 that keeps out the wind, a diameter of 0.5m of passage 4, pitch of holes are 1m, are kept off Wind cloth both sides are fixed respectively with the vertical rod 2 on both sides, and the distance before intermediate uprights 2 and target structures thing is 30m, both sides vertical rod 2 It is 15m with the distance before target structures thing.
Typhoon blowed to and kept out the wind cloth 1 through herringbone before building 3, and a part of air-flow blows to building 3 by passage, separately A part of air-flow blows to two ends through herringbone arc surface, and from the both sides of building 3 downstream is blowed to, and reduces wind speed at building 3, The effect of protection is served to building 3.

Claims (1)

1. a kind of herringbone flexibility windbreak, it is characterised in that:Target structures thing front is arranged in, by cloth and the vertical rod group of keeping out the wind Into, three vertical rods front for being perpendicularly fixed at target structures thing triangular in shape, depending on the height of the height of vertical rod according to building 3 And less than the height of building, the spacing of vertical rod is 2-20m;The cloth that keeps out the wind is shaped as rectangle, and size is long 2-20m, width equal to vertical Bar height, material is PP series high-ductility polypropylene non-woven geotextiles, is a kind of with certain mechanical strength and shock resistance Flexible body material, be evenly equipped with passage in the cloth that keeps out the wind, a diameter of 0.1-1m of passage, pitch of holes are 0.1-1m, and keep out the wind cloth Both sides are fixed respectively with the vertical rod on both sides, and intermediate uprights are 10-50m, both sides vertical rod and mesh with the distance before target structures thing Distance before mark building is 5-45m.
CN201611121144.8A 2016-12-08 2016-12-08 Herringbone flexible wind-shield wall Pending CN106593061A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611121144.8A CN106593061A (en) 2016-12-08 2016-12-08 Herringbone flexible wind-shield wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611121144.8A CN106593061A (en) 2016-12-08 2016-12-08 Herringbone flexible wind-shield wall

Publications (1)

Publication Number Publication Date
CN106593061A true CN106593061A (en) 2017-04-26

Family

ID=58597388

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611121144.8A Pending CN106593061A (en) 2016-12-08 2016-12-08 Herringbone flexible wind-shield wall

Country Status (1)

Country Link
CN (1) CN106593061A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107130898A (en) * 2017-06-16 2017-09-05 中国核工业华兴建设有限公司 A kind of anti-cyclone grid
CN107700915A (en) * 2017-10-13 2018-02-16 兰州理工大学 A kind of gobi windbreak and construction method
CN109853743A (en) * 2018-12-27 2019-06-07 安徽企服工程技术有限公司 A kind of modular assembly formula steel structure technique and its assembly method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201176568Y (en) * 2008-01-21 2009-01-07 梁欣悦 Sand guiding wall for railway line in
CN101871199A (en) * 2010-05-27 2010-10-27 中铁西北科学研究院有限公司 Wind-proofing sand-blocking device
CN202577171U (en) * 2012-05-04 2012-12-05 贾建国 Flexible windshield wall
KR200468940Y1 (en) * 2013-03-11 2013-09-12 주식회사 세명이엔지 A Windshield covering device for demonstration surpression vehicles
CN105041027A (en) * 2015-04-02 2015-11-11 黄思颖 Curtain-like anti-typhoon apparatus
CN205711793U (en) * 2016-06-08 2016-11-23 新疆铁道勘察设计院有限公司 Herringbone form drag avenges structure
CN206299192U (en) * 2016-12-08 2017-07-04 天津大学前沿技术研究院有限公司 A kind of herringbone flexibility windbreak

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201176568Y (en) * 2008-01-21 2009-01-07 梁欣悦 Sand guiding wall for railway line in
CN101871199A (en) * 2010-05-27 2010-10-27 中铁西北科学研究院有限公司 Wind-proofing sand-blocking device
CN202577171U (en) * 2012-05-04 2012-12-05 贾建国 Flexible windshield wall
KR200468940Y1 (en) * 2013-03-11 2013-09-12 주식회사 세명이엔지 A Windshield covering device for demonstration surpression vehicles
CN105041027A (en) * 2015-04-02 2015-11-11 黄思颖 Curtain-like anti-typhoon apparatus
CN205711793U (en) * 2016-06-08 2016-11-23 新疆铁道勘察设计院有限公司 Herringbone form drag avenges structure
CN206299192U (en) * 2016-12-08 2017-07-04 天津大学前沿技术研究院有限公司 A kind of herringbone flexibility windbreak

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107130898A (en) * 2017-06-16 2017-09-05 中国核工业华兴建设有限公司 A kind of anti-cyclone grid
CN107130898B (en) * 2017-06-16 2018-12-28 中国核工业华兴建设有限公司 A kind of anti-cyclone grid
CN107700915A (en) * 2017-10-13 2018-02-16 兰州理工大学 A kind of gobi windbreak and construction method
CN109853743A (en) * 2018-12-27 2019-06-07 安徽企服工程技术有限公司 A kind of modular assembly formula steel structure technique and its assembly method
CN109853743B (en) * 2018-12-27 2021-01-29 安徽企服工程技术有限公司 Modular assembly type steel structure building system and assembly method thereof

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