JP3172675U - Streamers for construction sites - Google Patents
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- JP3172675U JP3172675U JP2011006066U JP2011006066U JP3172675U JP 3172675 U JP3172675 U JP 3172675U JP 2011006066 U JP2011006066 U JP 2011006066U JP 2011006066 U JP2011006066 U JP 2011006066U JP 3172675 U JP3172675 U JP 3172675U
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- 238000010276 construction Methods 0.000 title claims abstract description 88
- 230000001681 protective effect Effects 0.000 claims abstract description 34
- 239000000725 suspension Substances 0.000 claims abstract description 21
- 230000001012 protector Effects 0.000 claims abstract description 19
- 239000000463 material Substances 0.000 claims description 95
- 239000004744 fabric Substances 0.000 description 14
- 238000007664 blowing Methods 0.000 description 7
- 229920000728 polyester Polymers 0.000 description 4
- 239000004677 Nylon Substances 0.000 description 3
- 239000004698 Polyethylene Substances 0.000 description 3
- 239000011162 core material Substances 0.000 description 3
- 229920001778 nylon Polymers 0.000 description 3
- -1 polyethylene Polymers 0.000 description 3
- 229920000573 polyethylene Polymers 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004035 construction material Substances 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
【課題】建築現場で吹く風の風速及び風向を指標する建築現場用吹流しを提供する。
【解決手段】吹流し本体と、建築現場に立設される円筒管材52の取付具53に取付けられて吹流し本体を円筒管材52の管端側から吊下げる吊下ロープ材と、吹流し本体の吹入口に配置される複数の線材9A、9Bを有し、吹流し本体に固定される保護具Zを備え、保護具Zは、線材9A、9B間に間隔を隔てて、複数の線材9A、9Bを吹入口に配列し、線材9A、9Bの間隔:fは、吹流し本体内への円筒管材52の進入を阻止しつつ、吹流し本体内への風流入を許容する寸法に設定される建築現場用吹流しである。
【選択図】図4The present invention provides a streamer for a building site that indicates the wind speed and direction of the wind blown at the building site.
SOLUTION: A windsink body, a suspension rope member that is attached to a fitting 53 of a cylindrical pipe member 52 installed on a construction site and suspends the windsock body from a pipe end side of the cylindrical pipe member 52, and an air inlet of the windsock body The protective device Z includes a plurality of wire rods 9A and 9B arranged on the main body, and is fixed to the windsock body. The protector Z blows the wire rods 9A and 9B at an interval between the wire rods 9A and 9B. The spacing between the wires 9A and 9B arranged at the entrance: f is a windsock for a building site that is set to a size that allows the inflow of the wind into the main body while preventing the cylindrical pipe member 52 from entering the main body. is there.
[Selection] Figure 4
Description
本考案は、建築現場で吹く風の風速(風力)及び風向を指標する建築現場用吹流しに関する。 The present invention relates to a windsock for a building site that indicates the wind speed (wind force) and the wind direction of the wind blown at the building site.
一般に、建築現場(建設現場)において、建築資材をクレーン重機で吊下げて搬送し、建築作業者は建築中のビルや家屋等の建築物上で作業を行う。建築現場で吹く風(横風)は、クレーン重機で吊下げた建設資材を揺らし、建築物上で作業する建築作業者に吹付けられ、建築作業に危険を伴うもので、建築現場で吹く風の風速(風力)及び風向を把握、確認して、建築作業の安全を確保する必要がある。 In general, in a construction site (construction site), building materials are suspended and conveyed by heavy cranes, and a construction worker works on a building such as a building or a house under construction. The wind (crosswind) blown at the construction site shakes the construction materials suspended by heavy cranes and is blown by construction workers who work on the building. It is necessary to ascertain and confirm the wind speed (wind power) and direction to ensure the safety of construction work.
建築現場で吹く風の風速及び風向を確認する技術として、特許文献1は、吹流しを開示する。特許文献1において、吹流しは、長尺円筒の吹流本体と、吹流本体の入口を開口させるリング状芯材と、吹流本体の入口側に連結される吊設ロープを含んで構成され、建築現場に設置されるポールに吊設される。吹流しは、吊設ロープをポールの軸端側に締結することで、吹流本体をポールの軸端側から吊下げられる。建築現場で吹く風は、吹流本体の入口から吹流本体内に流入され、吹流本体をポールの軸端側に舞い上げる。これにより、建築作業者は、吹流本体の傾斜角度及び傾斜方向を目視することで、建築現場で吹く風の風速(風力)及び風向を把握、確認できる。 Patent document 1 discloses a windsock as a technique for confirming the wind speed and direction of the wind blown at a building site. In Patent Document 1, a windsock is configured to include a long cylindrical windstream body, a ring-shaped core material that opens an inlet of the windstream body, and a hanging rope connected to the inlet side of the windstream body. It is suspended from the installed pole. The windsock is fastened from the shaft end side of the pole by fastening the suspension rope to the shaft end side of the pole. The wind blown at the construction site flows into the wind flow body from the inlet of the wind flow body, and soars the wind flow body toward the axial end of the pole. Thereby, the construction worker can grasp | ascertain and confirm the wind speed (wind power) and wind direction of the wind which blows in a construction site by observing the inclination angle and inclination direction of a wind-flow main body.
しかし、特許文献1において、吹流本体の入口(リング状芯材)をポールの直径より大径に設定し、吊設ロープをポールの軸端及び吊設ロープの締結部の間より長くすると、建築現場で吹く強風により吹流本体は、ポールの軸端上空に舞い上げられ、吹流本体の入口をポール軸端に対峙させる。建築現場の強風が静まると、吹流本体は、ポールの軸端に向けて落下する。この落下に伴って、ポールは、吹流本体の入口から吹流本体内に進入し、吹流本体はポールに被さる。
このように、吹流本体がポールに被さると、建築現場の建築作業者は、建築現場で吹く風の風速及び風向を把握、確認できず、しかも吹流本体をポールから取除く作業を必要とする。また、ポールの吹流本体内への進入により、吹流本体に損傷等を与える虞もある。
However, in Patent Document 1, when the inlet (ring-shaped core member) of the wind flow body is set to be larger than the diameter of the pole and the suspension rope is longer than between the pole end and the fastening portion of the suspension rope, The wind current body blows up to the sky above the pole end of the pole due to the strong wind blowing at the site, and the inlet of the wind stream body faces the pole end. When the strong wind at the building site calms down, the main stream body falls toward the end of the pole. With this fall, the pole enters the wind flow body from the inlet of the wind flow body, and the wind flow body covers the pole.
As described above, when the wind current body covers the pole, the construction worker at the construction site cannot grasp and confirm the wind speed and direction of the wind blowing at the construction site, and further requires the work of removing the wind current body from the pole. Moreover, there is a possibility that the wind main body may be damaged due to the entry of the pole into the wind main body.
本考案は、建築現場で吹く風の風速(風力)及び風向を確認でき、しかも吹流本体内への円筒管材の進入を阻止できる建築現場用吹流しを提供することにある。 An object of the present invention is to provide a windsock for a building site capable of confirming the wind speed (wind force) and the wind direction of the wind blown at the building site and preventing the cylindrical tube material from entering the windstream body.
本考案に係る請求項1は、(1)建築領域に立設され、前記建築領域の上空に延設される筒管材と、前記建築領域の上空側で前記筒管材の管端側に配置される取付具を含んで構成される筒管ポールを備え、前記取付具に吹流しを取付けて前記筒管ポールに吊設する建築現場において、(2)長尺筒体に形成され、前記長尺筒体の長手方向の両側で開口する吹入口及び吹出口を有する吹流し本体と、前記吹入口側で前記吹流し本体に連結され、前記取付具に取付けられて前記吹流し本体を前記筒管材の管端側から吊下げる吊下ロープ材を備え、(3)前記吹入口の直径:Daと、前記筒管材の直径:D1は、直径Da>長直径:D1の関係とされ、(4)前記取付具及び前記吹流し本体の間の前記吊下ロープ材の長寸法:L1と、前記筒管材の管端及び前記取付具の間の長寸法:Laは、長寸法:L1>長寸法:Laの関係とされる建築現場用吹流しであって、(5)前記吹入口に配置される複数の線材を有し、前記吹流し本体に固定される保護具を備え、前記保護具は、前記線材間に間隔を隔てて、前記複数の線材を前記吹入口に配列し、前記線材間の間隔は、前記吹流し本体内への前記筒管材の進入を阻止しつつ、前記吹流し本体内への風流入を許容する寸法に設定されていることを特徴とする建築現場用吹流しである。
請求項1では、吹流し本体は、吊下ロープ材を取付具に取付けて、建築現場の建築領域上空側で筒管ポールの管端側から吊下げる。吹流し本体の吹入口には、線材間に間隔を隔てて、複数の線材を配列してなる保護具を配置し、各線材間の間隔は、吹流し本体内への風流入を許容する寸法に設定する。建築現場で吹く風は、保護具及び吹入口から吹流し本体内に流入し、吹流し本体内を流通して吹出口から流出され、吹流し本体の吹入口から吹出口に向けて風気流を形成する。吹流し本体は、吹流し本体内で風気流による揚力を受け、円筒管材の管端側に向けて舞い上げられ、取付具を基点として筒管材から所定の傾斜角度をもって傾斜される。建築現場の建築作業者は、吹流し本体の傾斜角度及び傾斜方向を目視することで、建築現場で吹く風の風速(風力)及び風向を把握、確認する。
請求項1では、吊下ロープ材は、筒管材の管端及び取付具の間より長くして取付具に取付けられ、吹流し本体の吹入口の開口面積は、軸方向に直交する筒管材の断面積より大径に設定されている。保護具において、線材間の間隔は、吹流し本体内への筒管材の進入を阻止する寸法に設定される。建築現場で強風が吹くと、吹流し本体は、筒管材の管端上空に舞い上げられ、吹入口及び保護具を筒管材の管端に対峙させる。建築現場の強風が静まると、吹流し本体は、吹入口及び保護具から筒管材の管端に向けて落下するが、吹流し本体内への筒管材の進入は保護具で阻止される。
The invention according to claim 1 is (1) a tubular pipe that is erected in the building area and extends above the building area, and is disposed on the pipe end side of the tubular pipe material on the sky side of the building area. In a construction site comprising a cylindrical pipe pole configured to include a mounting fixture, wherein a windsock is attached to the mounting fixture and is suspended from the cylindrical pipe pole. (2) The long cylindrical body is formed into a long cylindrical body. A blower body having a blower inlet and a blower opening opened on both sides in the longitudinal direction of the body, and connected to the blower body on the blower inlet side, attached to the fixture and connecting the blower body to the tube end side of the tubular pipe member (3) The diameter of the air inlet: Da and the diameter of the tubular tube material: D1 are in a relationship of diameter Da> long diameter: D1, and (4) the fitting and The long dimension of the suspended rope material between the windsink bodies: L1 and the tubular tube material The long dimension between the end and the fixture: La is a streamer for a construction site that has a relationship of long dimension: L1> long dimension: La, and (5) a plurality of wires arranged at the air inlet. And having a protector fixed to the windsink body, wherein the protector arranges the plurality of wires at the air inlet with an interval between the wires, and the interval between the wires is determined by the windsock. A windsock for a construction site, characterized in that it is set to a size that allows the winds to flow into the windsock body while preventing the tubular material from entering the body.
In the first aspect, the windsock body is hung from the pipe end side of the tube pole on the sky side of the construction area of the construction site by attaching the hanging rope material to the fixture. At the air inlet of the windsock body, protectors made of a plurality of wires are arranged with a space between the wires, and the space between the wires is set to a dimension that allows the wind to flow into the body. To do. The wind blown at the construction site is blown from the protective equipment and the blower inlet, flows into the main body, flows through the blower body, flows out of the blower outlet, and forms a wind current from the blower inlet of the blower body toward the blower outlet. The windsock body is lifted by the wind current in the windsock body, is lifted toward the tube end side of the cylindrical tube material, and is inclined at a predetermined inclination angle from the tubular tube material with the fixture as a base point. The construction worker at the construction site grasps and confirms the wind speed (wind power) and the wind direction of the wind blown at the construction site by observing the inclination angle and the inclination direction of the windsock body.
In the first aspect, the suspension rope member is attached to the fixture longer than between the pipe end of the tubular tube material and the fitting, and the opening area of the blow-in inlet of the blow-off body is a breakage of the tubular tube material orthogonal to the axial direction. The diameter is set larger than the area. In a protector, the space | interval between wire materials is set to the dimension which blocks | prevents the penetration | invasion of the cylindrical pipe material into a main body. When a strong wind blows at the construction site, the windsock body is lifted above the pipe end of the tubular tube material, and the air inlet and the protective equipment are opposed to the tube end of the tubular tube material. When the strong wind at the construction site is calmed down, the windsock body falls from the air inlet and the protector toward the tube end of the tubular tube material, but the windsock body is prevented from entering the tube body by the protector.
本考案に係る請求項2は、前記保護具は、前記線材間に間隔を隔てて、前記複数の線材を前記吹入口全体に網目状に配列してなる保護網で構成され、前記線材間の間隔:fは、前記筒管材の直径:D1に対し、間隔:f<直径:D1の関係で、前記吹流し本体内への風流入を許容する寸法に設定されていることを特徴とする請求項1に記載の建築現場用吹流しである。
請求項2では、保護網において、線材間の間隔:fは吹流し本体内への風流入を許容する寸法に設定しているので、建築現場で吹く風は、保護網の各線材間の隙間(網目)及び吹入口から吹流し本体内に流入し、吹流し本体内を流通して吹出口から流出され、吹流し本体の吹入口から吹出口に向けて風気流を形成する。吹流し本体は、吹流し本体内で風気流による揚力を受け、円筒管材の管端側に向けて舞い上げられ、取付具を基点として円筒管材から所定の傾斜角度をもって傾斜される。
請求項2では、保護網において、線材間の間隔:fは、円筒管材の直径:D1より小寸法にしている。建築現場で強風が吹くと、吹流し本体は円筒管材の管端上空に舞い上げられ、吹入口及び保護網を円筒管材の管端に対峙させる。建築現場の強風が静まると、吹流し本体は、吹入口側から円筒管材の管端に向けて落下するが、吹流し本体内への円筒管材の進入は保護網の線材で阻止される。
According to a second aspect of the present invention, the protector comprises a protective mesh formed by arranging the plurality of wire rods in a mesh pattern across the air inlets with a space between the wire rods. The distance: f is set to a dimension that allows the inflow of air into the blower body in a relationship of distance: f <diameter: D1 with respect to the diameter: D1 of the tubular tube material. 1. A windsock for a construction site according to 1.
According to claim 2, in the protective mesh, the spacing between the wires: f is set to a size that allows the wind to flow into the main body, so that the wind blown at the construction site is a gap between the wires of the protective mesh ( The air flows into the main body from the mesh) and the air inlet, flows into the main body, flows out of the air outlet, and flows out from the air outlet, and forms a wind stream from the air inlet to the air outlet. The windsock body is lifted by the wind current in the windsock body, is lifted toward the tube end side of the cylindrical tube material, and is tilted from the cylindrical tube material with a predetermined inclination angle with the fixture as a base point.
According to a second aspect of the present invention, in the protective net, the distance between the wires: f is smaller than the diameter D1 of the cylindrical tube material. When a strong wind blows at the construction site, the windsock body rises above the pipe end of the cylindrical pipe material, and the air inlet and the protection net are opposed to the pipe end of the cylindrical pipe material. When the strong wind at the building site is calmed down, the windsock body falls from the air inlet side toward the pipe end of the cylindrical tube material, but the intrusion of the cylindrical tube material into the windsock body is prevented by the wire of the protective mesh.
本考案に係る請求項1によれば、吹流し本体の吹入口に保護具を構成する複数の線材を配列することで、建築現場で吹く風の風速(風力)及び風向を確認でき、しかも吹流し本体内への筒管材の進入を阻止できる。これにより、吹流し本体は、筒管材に被さることを防止でき、吹流し本体の損傷等も防止できる。 According to claim 1 of the present invention, by arranging a plurality of wires constituting the protective device at the inlet of the windsink body, the wind speed (wind force) and the direction of the wind blowing at the construction site can be confirmed, and the windsock body The tube tube material can be prevented from entering the inside. Thereby, it can prevent that a windsock main body covers a cylindrical pipe material, and can also prevent damage to a windsock main body.
本考案に係る請求項2によれば、請求項1の効果に加えて、保護具を保護網で構成したので、簡単な構成及び安価で、建築現場に吹く風の風速(風力)及び風向を確認でき、しかも吹流し本体内への円筒管材の進入を阻止できる。保護網として、汎用品を使用でき、汎用品の網を吹入口に配置するだけで、吹流し本体内への円筒管材の進入を阻止できる。 According to the second aspect of the present invention, in addition to the effect of the first aspect, since the protective equipment is constituted by a protective mesh, the wind speed (wind power) and the wind direction of the wind blown to the construction site can be reduced with a simple structure and at a low cost. In addition, it can be confirmed and the cylindrical tube material can be prevented from entering the main body. A general-purpose product can be used as the protective net, and the cylindrical pipe material can be prevented from entering the main body by simply arranging the general-purpose product net at the inlet.
本考案に係る建築現場用吹流しについて、図1乃至図12を参照して説明する。 A construction site streamer according to the present invention will be described with reference to FIGS.
<建築現場の円筒管ポール>
図6において、建築現場用吹流し(X)は、建築現場(Y)の建築領域(Y1)に設置され、建築現場(Y)で吹く風の風速(風力)及び風向を指標する。
建築現場(Y)の建築領域(Y1)では、建築資材をクレーン重機(図示しない)で吊下げて搬送し、建築作業者は建築中のビルや家屋等の建築物(図示しない)上で建築作業を行うことから、建築作業者は、建築作業の安全を確保するために、建築現場用吹流し(X)で建築現場(Y)で吹く風の風速及び風向を把握、確認する。
建築現場(Y)の建築領域(Y1)は、筒管ポール(51)を備え、建築現場用吹流し(X)を筒管ポール(51)に吊設する。
<Cylinder tube pole at construction site>
In FIG. 6, a windsock for building site (X) is installed in the building area (Y1) of the building site (Y), and indicates the wind speed (wind force) and the wind direction of the wind blown at the building site (Y).
In the construction area (Y1) of the construction site (Y), building materials are suspended and transported by heavy cranes (not shown), and construction workers build on buildings (not shown) such as buildings and houses under construction. Since the work is performed, the construction worker grasps and confirms the wind speed and direction of the wind blown at the construction site (Y) with the streamer for construction site (X) in order to ensure the safety of the construction work.
The building area (Y1) of the building site (Y) includes a cylindrical pipe pole (51), and the streamer (X) for the building site is suspended from the cylindrical pipe pole (51).
図6及び図7において、筒管ポール(51)は、例えば、円筒状の円筒管ポール(以下、「円筒管ポール(51)」と称する)で構成され、円筒状の筒管材[52、以下「円筒管材(52)と称する]及び取付具(53)を含んで構成される。なお、筒管ポール(51)、円筒管材(52)は、円筒状に限定されず、楕円筒状等に形成しても良い。
円筒管材(52)は、建築現場(Y)の建築領域(Y1)に立設される。円筒管材(52)は、円筒単管(54)及び単管キャップ(55)を備え、円筒単管(54)は、建築領域(Y1)に立設され、建築領域(Y1)の上空に延設される。建築現場(Y)の建築領域(Y1)は、建築中の建築物近傍の地面、又は建築中の建築物等を含む領域を意味し、円筒管材(52)は、建設中の建築物近傍の地面、又は建設中の建築物に立設される。
建築現場(Y)とは、ビル、橋、ダムや家屋等を建造する建築作業の他、道路、下水管、ガス管等整備の土木作業を行う土木現場等を含む、各種の工事現場を意味する。
6 and 7, the cylindrical tube pole (51) is formed of, for example, a cylindrical tube tube pole (hereinafter referred to as “cylindrical tube pole (51)”), and a cylindrical tube material [52, hereinafter. The cylinder pipe pole (51) and the cylindrical tube material (52) are not limited to a cylindrical shape, and are formed into an elliptical cylindrical shape or the like. It may be formed.
The cylindrical pipe member (52) is erected in the building area (Y1) of the building site (Y). The cylindrical pipe member (52) includes a single cylindrical pipe (54) and a single pipe cap (55). The single cylindrical pipe (54) is erected in the building area (Y1) and extends above the building area (Y1). Established. The building area (Y1) of the building site (Y) means the area near the building under construction or the area including the building under construction, and the cylindrical pipe (52) is near the building under construction. Standing on the ground or a building under construction.
The construction site (Y) means various construction sites including construction work for building buildings, bridges, dams, houses, etc., as well as civil engineering work sites for civil engineering work for roads, sewer pipes, gas pipes, etc. To do.
単管キャップ(55)は、円筒単管(54)の管端に配置される。単管キャップ(55)は、円軸部材(55A)及び円板部材(55B)を備え、円軸部材(55A)は円筒単管(54)の管端から円筒単管(54)内に挿入され、ボルト等の締付部材(56)で円筒単管(54)に回転不能として固定される。円軸部材(55A)は、円筒単管(54)内から軸方向(H)に突出している。円板部材(55B)は、円筒管材(54)内から突出する円軸部材(55A)の軸端に一体形成され、円筒管材(52)の管端を構成している。円板部材(55B)は、円筒状に形成されているので、最も長い長直径として、直径:D1に設定され、円筒管材(52)の管端は、直径:D1となる(以下、「円筒管材(52)の直径:D1」と称する)。そして、円筒管材(52)の軸方向(H)に直交する円筒管材(52)の断面積:Bは、B=(D1/2)2×πとなる。なお、円板部材(55B)を楕円形に形成するとき、長直径(長径):D1は最も長い直径(長辺×2)とする。 The single pipe cap (55) is disposed at the pipe end of the cylindrical single pipe (54). The single tube cap (55) includes a circular shaft member (55A) and a disk member (55B), and the circular shaft member (55A) is inserted into the single cylindrical tube (54) from the tube end of the single cylindrical tube (54). Then, it is fixed to the cylindrical single tube (54) as being unrotatable by a fastening member (56) such as a bolt. The circular shaft member (55A) protrudes from the cylindrical single tube (54) in the axial direction (H). The disk member (55B) is integrally formed at the shaft end of the circular shaft member (55A) protruding from the cylindrical tube material (54), and constitutes the tube end of the cylindrical tube material (52). Since the disk member (55B) is formed in a cylindrical shape, the longest long diameter is set to a diameter: D1, and the tube end of the cylindrical tube material (52) has a diameter: D1 (hereinafter referred to as “cylinder”). Tube diameter (52): referred to as D1 ”). And the cross-sectional area: B of the cylindrical tube material (52) orthogonal to the axial direction (H) of the cylindrical tube material (52) is B = (D1 / 2) 2 × π. When the disk member (55B) is formed in an elliptical shape, the long diameter (long diameter): D1 is the longest diameter (long side × 2).
取付具(53)は、建築領域(Y1)の上空側で円筒管材(52)の管端側に配置される。取付具(53)は、取付円筒管(53A)及び取付部材(53B)を備え、取付円筒管(53A)は、単管キャップ(55)の円軸部材(55A)を挿通させて、円軸部材(55A)を軸心として回転自在にされている。取付部材(53B)は、取付円筒管(53A)外周に取付けられ、軸方向(H)に直交する方向に突出している。取付部材(53B)は、取付円筒管(53A)とで取付穴(57)を形成する。 A fixture (53) is arrange | positioned at the pipe | tube end side of a cylindrical pipe material (52) above the building area (Y1). The attachment (53) includes an attachment cylindrical tube (53A) and an attachment member (53B). The attachment cylindrical tube (53A) is inserted into the circular shaft member (55A) of the single tube cap (55), and the circular axis The member (55A) is rotatable about the axis. The attachment member (53B) is attached to the outer periphery of the attachment cylindrical tube (53A) and protrudes in a direction orthogonal to the axial direction (H). The attachment member (53B) forms an attachment hole (57) with the attachment cylindrical tube (53A).
建築現場(Y)において、取付具(53)に建築現場用吹流し(X)を取付けて、円筒管ポール(51)に吊設する。
なお、円筒管ポール(51)は、図6及び図7に示す構成に限定されず、建築領域(Y1)の上空に建築現場用吹流し(X)を吊設できるものであれば良い。
At the building site (Y), the building site windsock (X) is attached to the fixture (53) and suspended from the cylindrical tube pole (51).
In addition, the cylindrical pipe pole (51) is not limited to the structure shown in FIG.6 and FIG.7, What is necessary is just to be able to suspend the streamer (X) for construction sites above the building area (Y1).
<建築現場用吹流しの構成>
図1乃至図4において、建築現場用吹流し(X)は、吹流し本体(1)、円形枠材(2)及び吊下ロープ材(5)を備えている。
<Configuration of streamers for construction sites>
1 to 4, the building site windsock (X) includes a windsock body (1), a circular frame member (2), and a suspended rope member (5).
吹流し本体(1)は、長尺筒体(6)に形成され、以下の説明では長尺円筒体(6)の場合について説明する。長尺円筒体(6)は、長尺円筒体(6)の長手方向(N)の両側で開口する吹入口(7)及び吹出口(8)を有している。
吹流し本体(1)において、長尺円筒体(6)は、複数の円筒生地(6A)、(6B)、(6C)、(6D)、(6E)で構成され、各円筒生地(6A)〜(6E)は長手方向(N)に連続して縫製される。
長尺円筒体(6)は、各円筒生地(6A)〜(6E)を同一径にされ、又は円筒生地(6A)から円筒生地(6E)に向うに従って僅かに縮径され、円筒生地(6A)は吹入口(7)を開口し、円筒生地(6E)は吹出口(8)を開口する。各円筒生地(6A)〜(6E)は、耐候性を有して軽量のポリエステル生地等で形成される。円筒生地(6A)、(6C)、(6E)は緑色に着色され、円筒生地(6B)、(6D)は白色に着色され、吹流し本体(6)は、長手方向(N)において、緑色の円筒生地(6A)、(6C)、(6E)と白色の円筒生地(6B)、(6D)とが交互に反復してなる。なお、各円筒生地(6A)〜(6E)の色彩は、緑色と白色に限定されず、適宜選択できる。
吹入口(7)は、図3に示すように、直径:Daに設定され、吹入口(7)の直径:Daと、円筒管材(52)の長直径である直径:D1は、直径:Da>直径:D1の関係にされる。これにより、吹流し本体(1)の吹入口(7)は、円筒管材(52)の直径:D1より大径に設定され、吹入口(7)の開口面積:Aは、A=(Da/2)2×πとなる。そして、吹入口(7)の開口面積:Aと、円筒管材(52)の断面積:Bは、開口面積:A>断面積:Bで、吹入口(7)内に円筒管材(52)を挿入自在とする関係にされる。
The windsock body (1) is formed in the long cylindrical body (6), and the case of the long cylindrical body (6) will be described in the following description. The long cylindrical body (6) has an air inlet (7) and an air outlet (8) that open on both sides in the longitudinal direction (N) of the long cylindrical body (6).
In the windsock body (1), the long cylindrical body (6) is composed of a plurality of cylindrical fabrics (6A), (6B), (6C), (6D), (6E), and each cylindrical fabric (6A) to (6E) is continuously sewn in the longitudinal direction (N).
In the long cylindrical body (6), the cylindrical fabrics (6A) to (6E) have the same diameter or are slightly reduced in diameter from the cylindrical fabric (6A) toward the cylindrical fabric (6E). ) Opens the air inlet (7), and the cylindrical fabric (6E) opens the air outlet (8). Each cylindrical fabric (6A) to (6E) is formed of a lightweight polyester fabric having weather resistance. The cylindrical fabrics (6A), (6C) and (6E) are colored green, the cylindrical fabrics (6B) and (6D) are colored white, and the windsock body (6) is green in the longitudinal direction (N). Cylindrical fabrics (6A), (6C), (6E) and white cylindrical fabrics (6B), (6D) are alternately repeated. In addition, the color of each cylindrical fabric (6A) to (6E) is not limited to green and white, and can be appropriately selected.
As shown in FIG. 3, the diameter of the air inlet (7) is set to Da, the diameter: Da of the air inlet (7), and the diameter: D1, which is the long diameter of the cylindrical pipe member (52), are the diameter: Da. > Diameter: D1. Thereby, the blower inlet (7) of the windsink body (1) is set to have a larger diameter than the diameter D1 of the cylindrical pipe member (52), and the opening area A of the blower inlet (7) is A = (Da / 2). ) 2 × π. The opening area of the air inlet (7): A and the cross-sectional area: B of the cylindrical pipe material (52) are the opening area: A> cross-sectional area: B, and the cylindrical pipe material (52) is placed in the air inlet (7). The relationship is such that it can be inserted freely.
円形枠材(2)は、吹入口(7)に位置して、長尺円筒体(6)内に配置される。円形枠材(2)は、円筒生地(6A)の一端側で被覆され、吹入口(7)を直径:Daの円筒に保持する。 The circular frame member (2) is located in the air inlet (7) and is disposed in the long cylindrical body (6). The circular frame member (2) is covered on one end side of the cylindrical fabric (6A), and holds the air inlet (7) in a cylinder having a diameter: Da.
吊下ロープ材(5)は、吹入口(7)側で吹流し本体(1)に連結され、取付具(53)に取付けられて吹流し本体(1)を円筒管材(52)の管端側から吊下げる(図6参照)。
吊下ロープ材(5)は、複数本の吊下枝ロープ(5A)、(5B)、(5C)及び吊下本体ロープ(5D)で構成され、各ロープ(5A)〜(5D)は耐候性を有して軽量なポリエステル、ポリエチレン又はナイロン等で形成される。
各吊下枝ロープ(5A)〜(5C)の一端側は、吹入口(7)の円周に対し、角度:120°の間隔を隔てて配置され、吹入口(7)側で吹流し本体(1)に結び付けられている。各吊下枝ロープ(5A)〜(5C)の他端側は、結束して一体化されている。吊下本体ロープ(5D)は、各吊下枝ロープ(5A)〜(5C)の他端側に連結される。
なお、吊下ロープ材(5)において、吊下枝ロープは3本に限定されず、4本で構成しても良く、4本の吊下枝ロープは、吹入口(7)の円周に対し、角度:90°の間隔を隔てて配置し、吹入口(7)側で吹流し本体(1)に結び付けられる。そして、4本の吊下枝ロープの他端側は、結束して一体化され、吊下本体ロープ(5D)に連結される。
The suspension rope member (5) is connected to the main body (1) by blowing on the side of the inlet (7), and attached to the fixture (53) so that the main body (1) is connected from the pipe end side of the cylindrical pipe member (52). Suspend (see FIG. 6).
The suspended rope material (5) is composed of a plurality of suspended branch ropes (5A), (5B), (5C) and a suspended body rope (5D), and each rope (5A) to (5D) is weather resistant. And is made of lightweight polyester, polyethylene, nylon, or the like.
One end side of each suspended branch rope (5A) to (5C) is disposed at an angle of 120 ° with respect to the circumference of the air inlet (7), and the main body (1 ). The other end sides of the suspended branch ropes (5A) to (5C) are bound and integrated. The suspended body rope (5D) is connected to the other end side of each suspended branch rope (5A) to (5C).
In addition, in the suspension rope material (5), the suspension branch rope is not limited to three, and may be composed of four, and the four suspension branch ropes are arranged with respect to the circumference of the air inlet (7). An angle: It arrange | positions at intervals of 90 degrees, it blows on the blower inlet (7) side, and is tied with a main body (1). And the other end side of four suspension branch ropes is united and united, and is connected with suspension body rope (5D).
図1乃至図4において、建築現場用吹流し(X)は、保護具(Z)を備えている。保護具(Z)は、吹入口(7)に配置される複数の線材(9)を有し、吹流し本体(1)に固定される。
保護具(Z)としては、線材(9A)・・・間に間隔:f、及び線材(9B)・・・間に間隔:fを隔てて、複数の線材(9)を吹入口(7)全体に配列してなる保護網(以下、「保護網(Z)」と称する)で構成される。
保護網(Z)は、複数の縦線材(9A)・・・及び複数の横線材(9B)・・・を網目状に配列し、複数の角網目(10)・・・を形成してなる平織り網である。各線材(9A)・・・、(9B)・・・は、耐候性を有して軽量のポリエステル、ポリエチレン又はナイロン等の細い樹脂ロープで構成され、又は鋼、ステンレス等の細いワイヤロープで構成される。これにより、保護網(Z)は、例えば、野球やゴルフ等の防球用に使用される汎用の樹脂製網、又は汎用の金網で構成できる。
各縦線材(9A)・・・及び各横線材(9B)・・・は、交差する節部(9C)・・・で結び付けられ、節部(9C)・・・を結節に形成する。各節部(9C)・・・としては、各縦線材(9A)・・・及び各横線材(9B)・・・を結び付けることなく絡ませる無結節としても良い。
各縦線材(9A)・・・間の間隔:f、及び横線材(9B)・・・間の間隔:fは、図4に示すように、吹流本体(1)内への円筒管材(52)の進入を阻止しつつ、吹流本体(1)内への風流入を許容する寸法に設定される。
図4において、各縦線材(9A)・・・間の間隔:f、及び各横線材(9B)・・・間の間隔:fは、円筒管材(52)の直径:D1に対し、間隔:f<直径:D1の関係で、吹流し本体(1)内への風流入を許容する寸法に設定される。
そして、各縦線材(9A)・・・間の間隔:f、及び各横線材(9B)・・・間の間隔:fは、円筒管材(52)の直径:D1に対し、f=D1/2〜D1/6の関係にすることが好ましく、具体的には、円筒管材(52)の直径:D1は、D1=40mm〜60mmの寸法に設定され、各縦線材(9A)・・・間の間隔:f及び各横線材(9B)・・・間の間隔:fは、f=5mm〜20mmの寸法に設定される。これにより、保護網(Z)において、複数の角網目(10)の開口は、円筒管材(52)の軸方向(H)に直交する断面積[S=(D1/2)2×π]より小さい面積にされる。
なお、各縦線材(9A)・・・の間隔:f、及び各横線材(9b)・・・間の間隔:fは、各節部(9C)・・・間の間隔として定義することもできる。また、各線材(9A)・・・間の間隔:fと、各線材(9B)・・・間の間隔:fは、同一寸法であっても、異なる寸法であっても良い。
保護網(Z)は、図1及び図2に示すように、円形に形成され、吹流し本体(1)外側から吹入口(7)の前面全体を被覆して配置される。保護網(Z)は、各線材(9A)、(9B)に張力を持たせつつ、円形全周に渡って吹流し本体(1)に縫製されて、吹流し本体(1)に固定される。
In FIG. 1 thru | or FIG. 4, the streamer (X) for construction sites is equipped with the protector (Z). The protector (Z) has a plurality of wire rods (9) arranged at the air inlet (7), and is fixed to the windsink body (1).
As the protective equipment (Z), a plurality of wires (9) are blown in (7) with a space (f) between the wires (9A)... And a space (f) between the wires (9B). It is composed of a protection net (hereinafter referred to as “protection net (Z)”) that is arranged as a whole.
The protective mesh (Z) is formed by arranging a plurality of vertical wires (9A)... And a plurality of horizontal wires (9B). It is a plain weave net. Each wire (9A) ..., (9B) ... is composed of thin resin ropes such as lightweight polyester, polyethylene or nylon having weather resistance, or composed of thin wire ropes such as steel and stainless steel. Is done. Thereby, a protection net | network (Z) can be comprised by the general purpose resin-made net | network used for ball-proofing, such as baseball and golf, or a general purpose metal net | network, for example.
Each vertical wire (9A)... And each horizontal wire (9B)... Are joined by intersecting nodes (9C)... To form the nodes (9C). As each node part (9C) ..., it is good also as a nodule which entangles without connecting each vertical wire (9A) ... and each horizontal wire (9B) ....
As shown in FIG. 4, the interval between the vertical wires (9A)..., F and the interval between the horizontal wires (9B). ) Is set to a dimension that allows the inflow of wind into the blow body (1).
In FIG. 4, the spacing between the vertical wire rods (9A)... F and the spacing between the horizontal wire rods (9B). f <Diameter: D1 is set so as to allow the wind to flow into the windsink body (1).
And the interval between each vertical wire (9A) ...: f and the interval between each horizontal wire (9B) ...: f are f = D1 / with respect to the diameter: D1 of a cylindrical tube (52). It is preferable to have a relationship of 2 to D1 / 6. Specifically, the diameter D1 of the cylindrical tube material (52) is set to a dimension of D1 = 40 mm to 60 mm, and each vertical wire (9A). Interval: f and each horizontal wire (9B)... Interval: f is set to a dimension of f = 5 mm to 20 mm. Accordingly, in the protective mesh (Z), the openings of the plurality of square meshes (10) are obtained from the cross-sectional area [S = (D1 / 2) 2 × π] perpendicular to the axial direction (H) of the cylindrical tube material (52). It is made a small area.
In addition, the space | interval: f between each vertical wire (9A) ... and the space | interval: f between each horizontal wire (9b) ... are also defined as the space | interval between each node part (9C) .... it can. Moreover, the space | interval: f between each wire (9A) ... and the space | interval: f between each wire (9B) ... may be the same dimension, or may be a different dimension.
As shown in FIGS. 1 and 2, the protective net (Z) is formed in a circular shape, and is arranged so as to cover the entire front surface of the air inlet (7) from the outside of the air blow body (1). The protective net (Z) is sewed to the main body (1) while being blown over the entire circumference of the wire (9A) and (9B) while being tensioned, and fixed to the main body (1).
<建築現場用吹流しの吊設>
図5及び図6において、建築現場用吹流し(X)は、吹入口(7)及び保護網(Z)を円筒管ポール(51)側に向けて配置する。吊下ロープ材(5)において、吊下本体ロープ(5D)は、取付具(53)の取付穴(57)内に挿通され、取付具(53)の取付部材(53B)に結び付ける。これにより、建築現場用吹流し(X)において、吹流し本体(1)は、吊下ロープ材(5)で円筒管材(52)の管端側に吊設される。
建築現場用吹流し(X)の吊設において、吊下ロープ材(5)の長寸法:L1と、円筒管材(52)の管端及び取付具(53)の間の長寸法:Laは、長寸法:L1>長寸法:Laの関係とされる。吊下ロープ材(5)の長寸法:L1は、吊下本体ロープ(5D)を取付部材(53B)に結び付けた状態で、取付具(53)及び吹流し本体(1)の間の長寸法である。
これにより、吊下ロープ材(5)は、円筒管材(52)の管端及び取付具(53)の間より長くして取付具(53)に取付けられ、吹流し本体(1)を円筒管材(52)の管端側から吊下げる。
<Suspension of streamers for construction sites>
5 and 6, the building site windsock (X) arranges the air inlet (7) and the protective net (Z) toward the cylindrical tube pole (51). In the suspension rope member (5), the suspension main body rope (5D) is inserted into the attachment hole (57) of the attachment tool (53) and tied to the attachment member (53B) of the attachment tool (53). Thereby, in the windsock (X) for construction sites, the windsock body (1) is hung on the pipe end side of the cylindrical pipe material (52) by the hanging rope material (5).
In hanging the streamers (X) for the construction site, the long dimension of the suspended rope member (5): L1 and the long dimension between the pipe end of the cylindrical pipe member (52) and the fitting (53): La is long. Dimension: L1> Long dimension: La. Long dimension of the suspension rope material (5): L1 is a length dimension between the attachment tool (53) and the windsock body (1) in a state where the suspension body rope (5D) is connected to the attachment member (53B). is there.
Thereby, the suspension rope member (5) is attached to the attachment member (53) with a length longer than between the tube end of the cylindrical tube member (52) and the attachment member (53), and the blow-off body (1) is attached to the cylindrical tube member (1). 52).
図8及び図9において、建築現場(Y)に吹く風(W)は、吹入口(7)及び保護網(Z)から吹流し本体(1)内に流入し、吹流し本体(1)内を流通して吹出口(8)から流出され、吹流し本体(1)の吹入口(7)から吹出口(8)に向けて風気流を形成する。
保護網(Z)において、縦線材(9A)・・・間の間隔:f、及び横線材(9B)・・・間の間隔:fは、吹流し本体(1)内への風流入を許容する寸法に設定されるので、建築現場(Y)に吹く横風(W)は、各線材(9A)、(9B)間の間隔である複数の角網目(10)を通して吹流し本体(1)内に流入される。吹流し本体(1)は、吹流し本体(1)内で風気流による揚力を受け、円筒管材(52)の管端側に舞い上げられ、取付具(53)の取付部材(53B)を基点として円筒管材(52)から所定の傾斜角度:αをもって傾斜される。図8において、建築現場(Y)吹く風は弱風であり、図9において、建築現場(Y)で吹く風は強風であり、風の風速(風力)に応じて、吹流し本体(1)の傾斜角度:αは変化する。
なお、吹流し本体(1)は、吊下ロープ材(5)を通して取付具(53)に連結され、取付具(53)の取付円筒管(53A)は単管キャップ(55)の円軸部材(55A)を軸心として回転自在にされている。これにより、吊下ロープ材(5)及び吹流し本体(1)は、取付具(53)と共に単管キャップ(55)の円軸部材(55A)を軸心として回転できるので、建築現場(Y)で吹く風によって、吊下ロープ材(5)が円筒管材(52)に巻き付くのを防止できる。
建築現場(Y)において、建築作業者は、図8及び図9に示すように、吹流し本体(1)の傾斜角度及び傾斜方向を目視することで、建築現場(Y)で吹く風(W)の風速(風力)及び風向を把握、確認する。
8 and 9, the wind (W) blown to the construction site (Y) is blown from the inlet (7) and the protective net (Z), flows into the main body (1), and flows through the blow-off main body (1). Then, it flows out from the blower outlet (8) and forms a wind stream from the blower inlet (7) of the blower body (1) toward the blower outlet (8).
In the protective net (Z), the interval between the vertical wire rods (9A)... F and the interval between the horizontal wire rods (9B)... F allow the inflow of wind into the blower body (1). Since the dimensions are set, the cross wind (W) blown to the building site (Y) flows into the main body (1) through a plurality of square meshes (10) which are intervals between the wires (9A) and (9B). Is done. The windsock body (1) is lifted by the wind current in the windsock body (1) and is lifted to the pipe end side of the cylindrical pipe member (52), and is cylindrical with the attachment member (53B) of the attachment tool (53) as a base point. The tube (52) is inclined at a predetermined inclination angle: α. In FIG. 8, the wind blown at the building site (Y) is a weak wind. In FIG. 9, the wind blown at the building site (Y) is a strong wind, and depending on the wind speed (wind power), the windsock body (1) Inclination angle: α varies.
The windsock body (1) is connected to the fixture (53) through the hanging rope member (5), and the mounting cylindrical pipe (53A) of the fixture (53) is the circular shaft member ( 55A) is rotatable about the axis. Thereby, since the suspension rope member (5) and the windsock body (1) can rotate around the circular shaft member (55A) of the single pipe cap (55) together with the fixture (53), the construction site (Y) It is possible to prevent the suspended rope material (5) from being wrapped around the cylindrical tube material (52) by the wind blown by
At the construction site (Y), the construction worker looks at the inclination angle and direction of the windsock body (1) as shown in FIGS. 8 and 9, and the wind (W) blows at the construction site (Y). Grasping and confirming the wind speed (wind power) and direction of the wind.
図10において、建築現場(Y)で吹く強風(W)は、吹流し本体(1)を円筒管材(52)の管端上空に舞い上げることがある。
吹流し本体(1)は、円筒管材(52)の管端上空において、吹入口(7)及び保護網(Z)を円筒管材(52)の管端に対峙させる。
In FIG. 10, the strong wind (W) blowing at the construction site (Y) may blow up the main body (1) over the pipe end of the cylindrical pipe member (52).
The windsock body (1) causes the air inlet (7) and the protective net (Z) to face the pipe end of the cylindrical pipe member (52) in the sky above the pipe end of the cylindrical pipe member (52).
図11において、建築現場(Y)の強風(W)が静まると、円筒管材(52)の管端上空に舞い上げられた吹流し本体(1)は、吹入口(7)及び保護網(Z)側から円筒管材(52)に向けて落下する。
吹流し本体(1)の落下に伴って、保護網(Z)は円筒管材(52)の管端[円板部材(55B)]に当接して、吹流し本体(1)内への円筒管材(52)の進入を阻止する。
保護網(Z)において、各縦線材(9A)・・・間の間隔:f、及び各横線材(9B)・・・間の間隔:fは、吹流し本体(1)内への円筒管材(52)の進入を阻止する寸法に設定されているので、各縦線材(9A)・・・及び各横線材(9B)・・・は、円筒管材(52)の管端[円板部材(55B)]に当接し、複数の角網目(10)から吹流し本体(1)内への円筒管材(52)の進入を阻止する。
保護網(Z)の各縦線材(9A)・・・及び各横線材(9B)・・に円筒管材(52)が当接すると、吹流し本体(1)は、円筒管材(52)の管端上空から円筒単管(54)側に向けて落下し、図5に示すように、円筒管材(52)の管端側から吊下げられる。
In FIG. 11, when the strong wind (W) of the construction site (Y) is calmed down, the windsink body (1) that has been raised above the pipe end of the cylindrical pipe member (52) has the air inlet (7) and the protective net (Z). It falls from the side toward the cylindrical tube material (52).
As the windsock body (1) falls, the protective mesh (Z) comes into contact with the tube end [disk member (55B)] of the cylindrical tube material (52), and the cylindrical tube material (52) into the windsock body (1). ).
In the protective mesh (Z), the spacing between the vertical wires (9A)... F and the spacing between the horizontal wires (9B). 52) is set to a dimension that prevents entry of the vertical wire (9A) ... and each horizontal wire (9B) ... is the pipe end [disc member (55B) of the cylindrical pipe material (52). )] And blows from the plurality of square meshes (10) to prevent the cylindrical pipe member (52) from entering the main body (1).
When the cylindrical pipe member (52) comes into contact with the vertical wire rods (9A)... And the horizontal wire rods (9B) of the protective mesh (Z), the blow-off body (1) is connected to the tube end of the cylindrical pipe member (52). It falls from the sky toward the cylindrical single pipe (54) side and is suspended from the pipe end side of the cylindrical pipe material (52) as shown in FIG.
本考案に係る建築現場用吹流し(X)において、保護具(Z)は、図12に示すように、以下の構成態様1、2を採用できる。
なお、図12において、図1乃至図11と同一符号は、同一部材を示すので、その説明は省略する。
In the windsock (X) for a construction site according to the present invention, the protector (Z) can employ the following configuration modes 1 and 2 as shown in FIG.
In FIG. 12, the same reference numerals as those in FIGS. 1 to 11 denote the same members, and the description thereof is omitted.
<構成態様1>
図12(a)において、保護具(Z)を構成する保護網(Z1)は、複数の右斜線材(9D)・・・及び複数の左斜線材(9E)・・・を網目状に配列し、複数の菱網目(10)を形成してなる。各右斜線材(9C)・・・間の間隔:f、及び各左斜線材(9E)・・・間の間隔:fは、円筒管材の直径:D1に対し、間隔:f<円筒管材(52)の直径:D1の関係で、吹流し本体(1)内への風流入を許容する寸法に設定する。各右斜線材(9D)・・・、及び各左斜線材(9E)・・・は、耐候性を有して軽量のポリエステル、ポリエチレン又はナイロン等の細い樹脂ロープで構成され、又は鋼、ステンレス等の細いワイヤロープで構成される。各右斜線材(9D)・・・及び各左斜線材(9E)・・・は、交差する節部(9F)・・・で結び付けられ、節部(9F)・・・を結節に形成する。各節部(9F)・・・としては、各右斜線材(9D)・・・及び各左斜線材(9E)・・・を結び付けることなく絡ませる無結節としても良い。これにより、保護網(Z1)において、複数の菱網目(10)の開口は、円筒管材(52)の軸方向(H)に直交する断面積より小さい面積にできる。
保護網(Z1)は、図12(a)に示すように、円形に形成され、吹流し本体(1)外側から吹入口(7)の前面全体を被覆して配置される。保護網(Z1)は、各線材(9D)、(9E)に張力を持たせつつ、円形全周に渡って吹流し本体(1)に縫製されて、吹流し本体(1)に固定される。
そして、保護網(Z1)では、図1乃至図4に示す保護網(Z)と同様として、吹流し本体(1)内への円筒管材(52)の進入を阻止しつつ、吹流し本体(1)内への風流入を許容できる。
また、保護具(Z)の保護網は、角網目又は菱網目を形成するものに限定されず、各種の網目を形成する汎用網を採用することもできる。
<Configuration aspect 1>
In FIG. 12 (a), the protective mesh (Z1) constituting the protector (Z) has a plurality of right oblique lines (9D)... And a plurality of left oblique lines (9E). And a plurality of diamond meshes (10) are formed. Interval between each right oblique line material (9C)..., F and between each left oblique line material (9E)..., F. 52) Diameter: D1 is set to a dimension that allows the inflow of wind into the main body (1). Each right diagonal line material (9D)... And each left diagonal line material (9E)... Is made of a thin resin rope such as lightweight polyester, polyethylene or nylon having weather resistance, or steel, stainless steel. It is composed of thin wire ropes. Each right diagonal line material (9D)... And each left diagonal line material (9E)... Are connected by intersecting node parts (9F). . As each node (9F)..., It is possible to have no knots that can be entangled without tying each right oblique line material (9D)... And each left oblique line material (9E). Thereby, in the protection net | network (Z1), opening of a some rhombus (10) can be made into an area smaller than the cross-sectional area orthogonal to the axial direction (H) of a cylindrical pipe material (52).
The protection net (Z1) is formed in a circular shape as shown in FIG. 12 (a), and is arranged so as to cover the entire front surface of the air inlet (7) from the outside of the airflow body (1). The protective net (Z1) is sewn to the main body (1) by blowing it over the entire circumference of the wire (9D), (9E), and is fixed to the main body (1).
And in the protection net | network (Z1), like the protection net | network (Z) shown in FIG. 1 thru | or FIG. It is possible to allow the wind to flow in.
Moreover, the protective net | network of a protective tool (Z) is not limited to what forms a square mesh or a rhombus mesh, The general purpose net | network which forms various meshes can also be employ | adopted.
<構成態様2>
図12(b)において、保護具(Z2)は、吹入口(7)に配置される複数の線材(9A)を有し、吹流し本体(1)に固定される。保護具(Z2)は、線材(9A)・・・間に間隔:fを隔てて、複数の線材(9A)・・・を吹入口(7)に並行配列し、複数の開口(11)を形成している。線材(9A)・・・間の間隔:fは、間隔:f<円筒管材(52)の直径:D1の関係で、吹流し本体(1)内への風流入を許容する寸法に設定する。各線材(9A)は、吹流し本体(1)外側から吹入口(4)に配置され、各線材(9A)の両端は、各線材(9A)に張力を持たせつつ、吹流し本体(1)に縫製されて、吹流し本体(1)に固定される。
そして、保護具(Z2)では、図1乃至図4に示す保護網(Z)と同様として、吹流し本体(1)内への円筒管材(52)の進入を阻止しつつ、吹流し本体(1)内への風流入を許容できる。なお、線材(9A)の本数は、吹入口(7)の直径:Da、円筒管材(52)の直径:D1及び間隔:fの関係で決定される。
<Configuration aspect 2>
In FIG.12 (b), a protector (Z2) has a some wire (9A) arrange | positioned at a blower inlet (7), and is fixed to a windsock main body (1). The protective device (Z2) has a plurality of wires (9A) ... arranged in parallel with the air inlet (7) with a spacing f between the wires (9A) ..., and a plurality of openings (11). Forming. The distance between the wires (9A)... F is set to a dimension that allows the inflow of the wind into the main body (1) by the relationship of the distance: f <the diameter of the cylindrical tube (52): D1. Each wire rod (9A) is arranged from the outside of the windsink body (1) to the air inlet (4), and both ends of each wire rod (9A) are applied to the windsock body (1) while applying tension to each wire rod (9A). It is sewn and fixed to the windsock body (1).
And in a protector (Z2), like the protection net | network (Z) shown in FIG. 1 thru | or FIG. 4, the blow-off main body (1) is prevented, while preventing the cylindrical tube material (52) from entering into the blow-off main body (1). It is possible to allow the wind to flow in. The number of wires (9A) is determined by the relationship between the diameter of the air inlet (7): Da, the diameter of the cylindrical tube (52): D1, and the interval: f.
また、保護具(Z)は、複数の線材を吹入口(7)に網目状に配列するものに限定されず、例えば、図12(b)の他に、吹入口(7)に軸心から放射状に複数の線材を配列し、吹流し本体(1)に固定する構成、吹入口(7)に同軸芯上として直径の異なる円形線材を配列し、吹流し本体(1)に固定する構成等を採用できる。線材間の間隔:fは、吹流し本体(1)内への円筒管材(52)の進入を防止しつつ、吹流し本体(1)内への風流入を許容する寸法に設定され、これは、図1乃至図11の保護具(Z)と同様である。 Further, the protective device (Z) is not limited to one in which a plurality of wires are arranged in a mesh shape at the air inlet (7). For example, in addition to FIG. A configuration in which a plurality of wires are arranged radially and fixed to the windsock body (1), and a configuration in which circular wires having different diameters are arranged on the coaxial core at the air inlet (7) and fixed to the windsink body (1) are adopted. it can. The spacing between the wires: f is set to a dimension that allows the inflow of the wind into the blow-off body (1) while preventing the cylindrical pipe member (52) from entering the blow-off body (1). This is the same as the protective device (Z) in FIGS.
本考案に係る建築現場用吹流し(X)において、建築現場(Y)の円筒管ポール(51)は、図13に示すように、以下の構成態様を採用できる。図13において、図1乃至図12と同一符号は、同一構成であるので、その詳細な説明は省略する。 In the streamer (X) for a construction site according to the present invention, the cylindrical pipe pole (51) of the construction site (Y) can employ the following configuration as shown in FIG. In FIG. 13, the same reference numerals as those in FIGS. 1 to 12 have the same configuration, and thus detailed description thereof is omitted.
図13において、円筒管ポール(51)は、円筒管材(52)及び取付具(53)を含んで構成される。
円筒管材(52)は、円筒単管(54)及び単管キャップ(55)を備え、円筒単管(54)は建築領域(Y1)に立設され、建築領域(Y1)の上空に延設される。単管キャップ(55)は、円筒単管(54)の管端に配置される。単管キャップ(55)は、円板部材(55B)、円筒管軸材(55C)及び一対の円筒鍔部材(55D)、(55E)を備え、円筒板部(55B)は、軸方向(H)において、円筒管軸材(55C)の一方管端に配置され、溶接等で円筒管軸材(55C)の管端に固定される。各円筒鍔部材(55D)、(55E)は、円筒管軸材(55C)外周に固定され、軸方向(H)に間隔を隔てて配置される。
円筒管軸材(55C)は、軸方向(H)の他方管端から内部に円筒単管(54)を挿通し、円筒単管(54)の管端側を被覆している。円筒単管(54)は、円筒管軸材(55C)内に挿入され、円筒管軸材(55C)の管端で単管キャップ(55B)に当接されている。円筒単管(54)は、ボルト等の締結部材(58)で円筒管軸材(55C)に回転不能として固定される。円板部材(55B)は、円筒管材(52)の管端を構成し、直径:D1に設定され、円筒管材(52)の管端は、直径:D1となる。
取付具(53)は、円筒管材(52)の管端側に配置され、取付円筒管(53A)及び取付部材(53B)を備える。取付円筒管(53A)は、各円筒鍔部材(55D)、(55E)の間に位置して、円筒管軸材(55C)を内部に挿通している。これにより、取付円筒管(53A)は、各円筒鍔部材(55D)、(55E)で支持されつつ、円筒管軸材(55C)を軸心として回転自在にされている。取付部材(53B)は、取付円筒管(53A)外周に取付けられ、取付円筒管(53A)とで取付穴(57)を形成する。
In FIG. 13, the cylindrical tube pole (51) includes a cylindrical tube material (52) and a fixture (53).
The cylindrical pipe (52) includes a cylindrical single pipe (54) and a single pipe cap (55). The single cylindrical pipe (54) is erected in the building area (Y1) and extends above the building area (Y1). Is done. The single pipe cap (55) is disposed at the pipe end of the cylindrical single pipe (54). The single tube cap (55) includes a disk member (55B), a cylindrical tube shaft member (55C), and a pair of cylindrical scissors members (55D), (55E), and the cylindrical plate portion (55B) has an axial direction (H ) Is disposed at one end of the cylindrical tube shaft (55C) and is fixed to the tube end of the cylindrical tube shaft (55C) by welding or the like. The cylindrical scissors members (55D) and (55E) are fixed to the outer periphery of the cylindrical tube shaft material (55C), and are arranged at intervals in the axial direction (H).
The cylindrical pipe shaft material (55C) passes through the cylindrical single pipe (54) from the other pipe end in the axial direction (H) and covers the pipe end side of the cylindrical single pipe (54). The cylindrical single pipe (54) is inserted into the cylindrical pipe shaft material (55C), and is in contact with the single pipe cap (55B) at the pipe end of the cylindrical pipe shaft material (55C). The cylindrical single pipe (54) is fixed to the cylindrical pipe shaft member (55C) so as not to rotate by a fastening member (58) such as a bolt. The disc member (55B) constitutes the tube end of the cylindrical tube material (52), and is set to a diameter: D1, and the tube end of the cylindrical tube material (52) has a diameter: D1.
The attachment (53) is disposed on the tube end side of the cylindrical tube (52), and includes an attachment cylindrical tube (53A) and an attachment member (53B). The mounting cylindrical pipe (53A) is positioned between the cylindrical rod members (55D) and (55E), and the cylindrical pipe shaft member (55C) is inserted through the inside thereof. Thus, the mounting cylindrical tube (53A) is supported by the cylindrical rod members (55D) and (55E) and is rotatable about the cylindrical tube shaft material (55C). The attachment member (53B) is attached to the outer periphery of the attachment cylindrical tube (53A), and forms an attachment hole (57) with the attachment cylindrical tube (53A).
図13において、保護具(Z)の各縦線材(9A)・・・間の間隔:f、及び各横線材(9B)・・・・間の間隔:fは、円筒管材(52)の直径:D1に対し、間隔:f<直径:D1の関係で、吹流し本体(1)内への風流入を許容する寸法に設定される。
また、建築現場用吹流し(X)の吊設において、図5及び図6に示すと同様に、吊下ロープ材(5)の長寸法:L1と、円筒管材(52)の管端及び取付具(53)の間の長寸法:Laは、長寸法:L1>長寸法:Laの関係とされる。
更に、図13において、円筒管材(52)の長直径である直径:D1は、吹流し本体(1)の吹入口(7)の直径:Daに対し、直径Da>直径:D1の関係である。
これにより、建築現場用吹流し(X)は、図13の円筒管材(52)に対しても、図8乃至図11で説明したと同様にして、吹流し本体(1)内への円筒管材(52)の進入を防止しつつ、吹流し本体(1)内への風流入を許容できる。
また、図13の円筒管ポール(51)において、建築現場用吹流し(X)を吊設した状態で、吊下ロープ材(5)及び吹流し本体(1)は、取付具(53)と共に単管キャップ(55)の円筒管軸材(55C)を軸心として回転できるので、建築現場で吹く風によって、吊下ロープ材(5)が円筒管材(52)に巻き付くのを防止できる。
In FIG. 13, the spacing between the vertical wire rods (9A)... Of the protector (Z): f and the spacing between the horizontal wire rods (9B)...: F are the diameters of the cylindrical tube (52). : With respect to D1, the dimension is set to allow the inflow of wind into the blower body (1) in the relationship of interval: f <diameter: D1.
Further, in the suspension of the streamers (X) for the construction site, as shown in FIGS. 5 and 6, the long dimension of the suspended rope member (5): L1, the tube end of the cylindrical tube member (52), and the fixture The long dimension: La between (53) has a relation of long dimension: L1> long dimension: La.
Furthermore, in FIG. 13, the diameter D1, which is the long diameter of the cylindrical tube material 52, is such that the diameter Da> the diameter D1 with respect to the diameter Da of the air inlet 7 of the blower body 1.
As a result, the streamer (X) for the construction site is also used for the cylindrical pipe member (52) in FIG. 13 in the same manner as described with reference to FIGS. ), While allowing the wind to flow into the main body (1).
Moreover, in the cylindrical pipe pole (51) of FIG. 13, the suspended rope material (5) and the windsock body (1) are a single pipe together with the fixture (53) in a state where the windsock (X) for the construction site is suspended. Since the cylindrical pipe shaft material (55C) of the cap (55) can be rotated as an axis, it is possible to prevent the suspended rope material (5) from being wrapped around the cylindrical pipe material (52) by the wind blown at the construction site.
本考案は、建築現場(建設現場)で吹く風の風速及び風向を把握、確認するのに好適である。 The present invention is suitable for grasping and checking the wind speed and direction of the wind blown at a construction site (construction site).
X 建築現場用吹流し
Y 建築現場
Y1 建築領域
1 吹流し本体
5 吊下ロープ材
6 長尺円筒体
7 吹入口
8 吹出口
9A 線材
9B 線材
51 円筒管ポール
52 円筒管材
53 取付具
Da 吹入口の直径
D1 円筒管材の長直径
f 線材間の間隔
X Building Stream Y Y Building Site Y1 Building Area 1 Winding Body 5 Suspended Rope Material 6 Long Cylindrical Body 7 Air Inlet 8 Air Outlet 9A Wire Material 9B Wire Material 51 Cylindrical Tube Pole 52 Cylindrical Tube Material 53 Mounting Equipment Diameter Diameter D1 of the Inlet Long diameter f of cylindrical tube material Spacing between wires
Claims (2)
(2)長尺筒体に形成され、前記長尺筒体の長手方向の両端で開口する吹入口及び吹出口を有する吹流し本体と、
前記吹入口側で前記吹流し本体に連結され、前記取付具に取付けられて前記吹流し本体を前記筒管材の管端側から吊下げる吊下ロープ材を備え、
(3)前記吹入口の直径:Daと、前記筒管材の直径:D1は、直径:Da>直径:D1の関係とされ、
(4)前記取付具及び前記吹流し本体の間の前記吊下ロープ体の長寸法:L1と、前記筒管材の管端及び前記取付具の間の長寸法:Laは、長寸法L1>長寸法Laの関係とされる建築現場用吹流しであって、
(5)前記吹入口に配置される複数の線材を有し、前記吹流し本体に固定される保護具を備え、
前記保護具は、前記線材間に間隔を隔てて、前記複数の線材を前記吹入口に配列し、
前記線材間の間隔は、前記吹流し本体内への前記筒管材の進入を阻止しつつ、前記吹流し本体内への風流入を許容する寸法に設定されている
ことを特徴とする建築現場用吹流し。 (1) It is configured to include a tubular pipe member that is erected in the building area and extends above the building area, and a fixture that is disposed on the pipe end side of the tubular pipe member on the sky side of the building area. In a construction site comprising a cylindrical pipe pole, attached to the fitting with a windsock and suspended from the cylindrical pipe pole,
(2) A blower body having an air inlet and an air outlet that are formed in a long cylindrical body and open at both ends in the longitudinal direction of the long cylindrical body;
A suspension rope member connected to the windsink body on the air inlet side, and attached to the fixture to suspend the windsock body from the tube end side of the tubular tube material;
(3) The diameter of the air inlet: Da and the diameter of the tubular tube material: D1 are in a relationship of diameter: Da> diameter: D1,
(4) The long dimension of the suspended rope body between the fitting and the windsink body: L1, and the long dimension between the pipe end of the tubular tube material and the fitting: La is the long dimension L1> long dimension. It is a streamer for a construction site that is considered to be La,
(5) having a plurality of wires arranged at the air inlet, and having a protector fixed to the windsink body,
The protective device is arranged with a plurality of wires in the air inlet, with a space between the wires.
The space between the wire rods is set to a size that allows the inflow of the wind into the windsock body while preventing the tubular material from entering the windsock body.
前記線材間の間隔:fは、前記筒管材の直径:D1に対し、間隔:f<直径:D1の関係で、前記吹流し本体内への風流入を許容する寸法に設定されている
ことを特徴とする請求項1に記載の建築現場用吹流し。 The protector is composed of a protective net formed by arranging the plurality of wire rods in a mesh pattern throughout the air inlet, with an interval between the wire rods,
The distance between the wire rods: f is set to a dimension that allows the inflow of wind into the blower body in a relationship of the interval: f <diameter: D1 with respect to the diameter: D1 of the tubular tube material. The streamer for a construction site according to claim 1.
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Cited By (1)
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JP2014157042A (en) * | 2013-02-15 | 2014-08-28 | Systec:Kk | Nighttime visible streamer |
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Publication number | Priority date | Publication date | Assignee | Title |
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JP2014157042A (en) * | 2013-02-15 | 2014-08-28 | Systec:Kk | Nighttime visible streamer |
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