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JP7124487B2 - Anti-scattering device and lift-up construction method - Google Patents
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JP7124487B2 - Anti-scattering device and lift-up construction method - Google Patents

Anti-scattering device and lift-up construction method Download PDF

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JP7124487B2
JP7124487B2 JP2018124234A JP2018124234A JP7124487B2 JP 7124487 B2 JP7124487 B2 JP 7124487B2 JP 2018124234 A JP2018124234 A JP 2018124234A JP 2018124234 A JP2018124234 A JP 2018124234A JP 7124487 B2 JP7124487 B2 JP 7124487B2
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expansion
lift
scattering
construction method
building
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JP2020002679A (en
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一昭 阿部
広教 中野
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Obayashi Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
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Description

本発明は、飛散防止装置及び飛散防止装置を用いたリフトアップ工法に関する。 TECHNICAL FIELD The present invention relates to a scattering prevention device and a lift-up construction method using the scattering prevention device.

従来より、内部に柱のない大空間の建築物を構築する際、高所に構築される屋根等の建築物の一部分を吊り上げる方法として、例えば、特許文献1で開示されているようなリフトアップ工法が広く採用されている。 Conventionally, when constructing a building with a large space without pillars inside, as a method of lifting a part of the building such as a roof constructed at a high place, for example, a lift-up as disclosed in Patent Document 1 has been used. method is widely used.

特許文献1のリフトアップ工法は、タンク側壁を先行して構築する一方で、タンク側壁の内側におけるタンク底部でタンク屋根を構築しておき、PCケーブルを装着したジャッキをタンク側壁に支持するようにして設置する。その後、タンク底部で構築したタンク屋根をPCケーブルの下端部に連結し、PCケーブルとジャッキを介して所定高さまで吊り上げる工法である。 In the lift-up construction method of Patent Document 1, while the tank sidewall is constructed first, the tank roof is constructed at the tank bottom inside the tank sidewall, and the jack with the PC cable attached is supported on the tank sidewall. to install. After that, the tank roof constructed from the bottom of the tank is connected to the lower end of the PC cable and lifted to a predetermined height via the PC cable and jack.

このような工法は、屋根等の高所に構築される建築物の一部分を、地組できるため安全であるだけでなく、足場等を設ける必要が無いため、コストを大幅に削減できるとともに工期を短縮可能な合理的な方法である。 This kind of construction method is not only safe because it is possible to assemble a part of the building constructed at a high place such as a roof, but it is not necessary to install scaffolding, etc., so it is possible to significantly reduce the cost and shorten the construction period. It is a rational method that can be shortened.

特開平11-6325号公報JP-A-11-6325

しかし、例えば建築物の一部分である屋根を、構築予定の建築物における外側躯体の内方で構築する際、屋根躯体を地組した後、当該屋根躯体を吊持状態で所定の高さ位置に停止させて屋根躯体の下方に作業空間を形成し、この作業空間を利用して、屋根躯体に対して設備機器を設置したり天井仕上げを施し、屋根を構築する場合がある。 However, for example, when constructing a roof, which is a part of a building, inside the outer frame of a building to be constructed, after the roof frame is assembled, the roof frame is suspended and placed at a predetermined height. In some cases, the work space is formed under the roof frame by stopping the machine, and the work space is used to install equipment on the roof frame and finish the ceiling to construct the roof.

このような場合、数週間から数か月にわたって屋根躯体を吊持した状態で所定の高さ位置に停止させることとなるが、この期間中、PCケーブル等の吊材における屋根躯体とジャッキとの間の範囲は、常時風雨に晒される環境にあるため、防錆剤を塗布する等の対策を行っても腐食を生じやすい。 In such a case, the roof frame will be suspended at a predetermined height for several weeks to several months. Since the area in between is in an environment where it is constantly exposed to wind and rain, corrosion is likely to occur even if countermeasures such as applying a rust preventive agent are taken.

吊材に腐食が生じると、風雨によって錆汁や錆粉が飛散して構築中の建築物に付着し錆色の汚れが生じるだけでなく、施工現場近隣の敷地にも飛散して既存家屋や構造物を汚す等、周辺環境に悪影響を及ぼす恐れが生じる。 When hanging materials are corroded, rust juice and rust powder are scattered by wind and rain, adhering to buildings under construction and causing rust-colored stains. There is a risk of adversely affecting the surrounding environment, such as staining things.

本発明は、かかる課題に鑑みなされたものであって、その主な目的は、吊材に発生する錆を低減するとともに、錆が発生した場合にも吊材に付着した錆汁等の水滴や錆粉等の粉末の飛散を防止することの可能な、飛散防止装置および飛散防止装置を用いたリフトアップ工法を提供することにある。 The present invention has been made in view of this problem, and its main purpose is to reduce rust generated on the hanging material, and to prevent water droplets such as rust juice adhering to the hanging material even when rust occurs. To provide a scattering prevention device capable of preventing scattering of powder such as rust powder, and a lift-up construction method using the scattering prevention device.

かかる目的を達成するため本発明の飛散防止装置は、構築予定の建築物の一部分を地組した後に吊り上げるリフトアップ工法において、前記建築物の一部分を吊り上げる吊材に付着した水滴や粉末の飛散を防止するための飛散防止装置であって、前記吊材を被覆する筒状の伸縮管と、該伸縮管を前記吊材に沿って伸長及び収縮させる伸縮装置と、を備え、該伸縮装置は、前記伸縮管の直径方向の両側に対をなして配置されていることを特徴とする。 In order to achieve such an object, the anti-scattering device of the present invention prevents splashing of water droplets and powder adhering to the lifting material for lifting a part of the building in the lift-up construction method in which a part of the building to be constructed is lifted after ground assembly. An anti-scattering device for preventing scattering, comprising: a tubular expandable tube that covers the hanging member; and an expansion device that expands and contracts the expandable pipe along the hanging member . They are arranged in pairs on both sides of the telescopic tube in the diametrical direction .

上記の飛散防止装置によれば、筒状の伸縮管で吊材を被覆することにより、吊材を風雨に晒される環境から保護できる。これにより、防錆剤を塗布しても錆が生じるような長期間にわたって吊材を使用する際、錆の発生量を低減することが可能となる。また、吊材に錆が発生しても、伸縮管により吊材に付着した錆汁等の水滴や錆粉等の粉末の飛散を防止でき、周辺環境に悪影響を与えることがない。 According to the scattering prevention device described above, by covering the hanging member with the tubular expandable tube, the hanging member can be protected from the environment where it is exposed to wind and rain. As a result, it is possible to reduce the amount of rust generated when the suspension member is used for a long period of time where rust occurs even if the antirust agent is applied. In addition, even if rust occurs on the hanging member, the expansion pipe can prevent splashing of water droplets such as rust juice and powder such as rust powder adhering to the hanging member, so that there is no adverse effect on the surrounding environment.

また、本発明のリフトアップ工法は、構築予定の建築物の一部分を地組した後に吊り上げる飛散防止装置を用いたリフトアップ工法であって、前記飛散防止装置は、揚重対象物を吊り上げる吊材を被覆する筒状の伸縮管と、該伸縮管を前記吊材に沿って伸長及び収縮させる伸縮装置と、を備え、前記伸縮管を貫通させた前記吊材で、建築物の一部分を吊持し、吊り上げ動作の停止期間中は、前記伸縮装置を介して前記伸縮管を伸長させ、前記吊材の露出部分を被覆し、吊り上げ動作の開始時に、前記伸縮装置を介して前記伸縮管を収縮させ、前記吊材を露出させることを特徴とする。 Further, the lift-up construction method of the present invention is a lift-up construction method using a scattering prevention device for lifting a part of a building to be constructed after ground assembly, wherein the scattering prevention device is a lifting material for lifting an object to be lifted. and a telescopic device for extending and contracting the telescopic pipe along the suspension member, and suspending a part of the building by the suspension member through which the telescopic pipe penetrates. During the suspension period of the lifting operation, the expansion pipe is extended via the expansion device to cover the exposed portion of the hanging member, and at the start of the lifting operation, the expansion pipe is contracted via the expansion device. and exposing the hanging member.

上記のリフトアップ工法によれば、吊材の状態を目視確認しながら、建築物の一部分の吊り上げ作業を実施できる一方で、吊持状態で所定の高さ位置に停止する期間が長期間にわたる場合には、吊材を風雨に晒される環境から保護することができる。したがって、安全性を確保しつつ、錆の発生量を低減することが可能になるとともに、吊材に錆が生じた場合にも錆汁や錆粉の飛散を防止して、リフトアップ工法にて構築する建築物を高品質に保持することが可能となる。 According to the above lift-up method, it is possible to lift a part of the building while visually confirming the condition of the hanging materials. can protect the hanging material from the weathering environment. Therefore, it is possible to reduce the amount of rust generated while ensuring safety. It is possible to maintain high quality of the building to be constructed.

本発明によれば、水滴の拡散を防止する材料よりなる筒部を備える伸縮管で吊材を被覆する簡略な構成で、吊材を風雨から保護できるため錆の発生量を低減できるとともに、吊材に錆が発生した際にも吊材に付着した錆汁等の水滴や錆粉等の粉末の飛散を防止することが可能となる。 According to the present invention, it is possible to protect the hanging member from wind and rain with a simple structure in which the hanging member is covered with an expansion tube having a cylindrical portion made of a material that prevents the diffusion of water droplets, so that the amount of rust generated can be reduced. Even when rust occurs on the material, it is possible to prevent splashing of water droplets such as rust juice and powder such as rust powder adhering to the hanging material.

本発明の実施の形態における伸縮管の詳細を示す図である。It is a figure which shows the detail of the expansion-contraction pipe in embodiment of this invention. 本発明の実施の形態における飛散防止装置の概略を示す図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a figure which shows the outline of the anti-scattering device in embodiment of this invention. 本発明の実施の形態における飛散防止装置の設置方法を示す図である(その1)。It is a figure which shows the installation method of the anti-scattering device in embodiment of this invention (part 1). 本発明の実施の形態における飛散防止装置の装着方法を示す図である(その2)。It is a figure which shows the mounting method of the anti-scattering device in embodiment of this invention (part 2). 本発明の実施の形態における飛散防止装置の装着方法を示す図である(その3)。It is a figure which shows the mounting method of the anti-scattering device in embodiment of this invention (3). 本発明の実施の形態における飛散防止装置を用いたリフトアップ工法を示す図である(その1)。It is a figure which shows the lift-up construction method using the anti-scattering apparatus in embodiment of this invention (the 1). 本発明の実施の形態における飛散防止装置を用いたリフトアップ工法を示す図である(その2)。It is a figure which shows the lift-up construction method using the anti-scattering apparatus in embodiment of this invention (part 2).

以下に、飛散防止装置および飛散防止装置を用いたリフトアップ工法の詳細を説明するが、これに先立ち、リフトアップ工法を採用する際に用いる設備について説明する。なお、本実施の形態では、リフトアップ工法にて大空間を有する建築物を構築するべく、揚重対象物として建築物の一部分である屋根12を、柱や外壁等の外側躯体11の所定の高さ位置に吊り上げる場合を事例に挙げる。 Below, the details of the anti-scattering device and the lift-up construction method using the anti-scattering device will be described. Prior to this, the equipment used when adopting the lift-up construction method will be described. In this embodiment, in order to construct a building having a large space by the lift-up construction method, the roof 12, which is a part of the building, is used as an object to be lifted. An example is the case of lifting to a height position.

大空間を有する建築物10を構成する外側躯体11に屋根12を吊り上げるべく、リフトアップ工法を実施するための設備として、図7(a)(b)で示すように、先行構築された外側躯体11に構築されるジャッキ架台13と、ジャッキ架台13に設置されるセンターホールジャッキ14と、センターホールジャッキ14に装着されるとともに屋根12に連結される吊材15と、を備える。 As shown in FIGS. 7(a) and 7(b), as a facility for carrying out the lift-up method in order to lift the roof 12 from the outer frame 11 constituting the building 10 having a large space, the previously constructed outer frame 11, a center hole jack 14 installed on the jack stand 13, and a hanger 15 attached to the center hole jack 14 and connected to the roof 12. - 特許庁

<飛散防止装置>
飛散防止装置1は、このようなリフトアップ工法を採用する際に用いる設備に備えられるものであって、吊材15を被覆する伸縮管2と、伸縮管2を吊材15に沿って伸長及び収縮させる伸縮装置5とを備える。
<Anti-scattering device>
The anti-scattering device 1 is provided in equipment used when adopting such a lift-up construction method, and includes a telescopic pipe 2 that covers the hanging member 15, and the telescopic pipe 2 that extends and stretches along the hanging member 15. and an expansion device 5 for contraction.

なお、本実施の形態では、吊材15に複数のPC鋼より線を束にしたものを採用しているが、吊材15がPC鋼棒やワイヤ等いずれの素材よりなるものであっても、飛散防止装置1を採用することが可能である。 In this embodiment, a bundle of a plurality of PC steel wires is used as the suspension member 15, but the suspension member 15 may be made of any material such as PC steel bar or wire. , the anti-scattering device 1 can be employed.

伸縮管2は、図1で示すように、筒部3と筒部3に設置された芯材4とを備え、筒部3は、吊材15より大きい断面を有し、錆汁等の水滴や錆粉等の粉末を通過させることなく、周辺への拡散を防止することの可能な材料により製作されるものであれば、シート材や網材、金属箔等いずれを採用してもよい。本実施の形態では耐候性を有する防水シートとして知られているPVCターポリンを採用している。なお、PVCターポリンは、ポリエステル繊維よりなる基布の表裏面をポリ塩化ビニル(PVC)を含むコーティング樹脂で被覆したもので、建設分野などで広く使用されているシート材である。 As shown in FIG. 1, the expansion pipe 2 includes a cylindrical portion 3 and a core member 4 installed in the cylindrical portion 3. The cylindrical portion 3 has a cross section larger than that of the hanging member 15, and water droplets such as rust juice are collected. Any material such as a sheet material, a net material, or a metal foil may be used as long as it is made of a material capable of preventing the diffusion of powder such as rust powder to the surroundings without allowing it to pass through. In this embodiment, a PVC tarpaulin known as a waterproof sheet having weather resistance is adopted. PVC tarpaulin is a sheet material widely used in the construction field, etc., which is made by coating the front and back surfaces of a base fabric made of polyester fiber with a coating resin containing polyvinyl chloride (PVC).

また、芯材4は、筒部3の断面形状を保形できるものであって、伸縮管2の長手方向への伸長及び収縮を阻害する材料でなければいずれの材料及び形状のものを採用してもよく、本実施の形態では、ワイヤを螺旋状に加工した伸縮自在のコイルを採用している。 Any material and shape can be adopted for the core material 4 as long as the material is capable of retaining the cross-sectional shape of the cylindrical portion 3 and inhibits the expansion and contraction of the extensible tube 2 in the longitudinal direction. Alternatively, in the present embodiment, a retractable coil formed by processing a wire into a helical shape is employed.

このような構成の伸縮管2は、図6(a)で示すように、伸長した状態で少なくとも、地表面上に位置する屋根12とジャッキ架台13との間で露出する吊材15を被覆することの可能な長さを有している。このとき、伸縮管2は1本を長尺とすることで、露出する吊材15を被覆することの可能な長さを確保してもよいし、伸縮管2を複数連結して必要長さを確保する構成としてもよい。 As shown in FIG. 6(a), the telescopic pipe 2 having such a structure covers at least the hanger 15 exposed between the roof 12 and the jack base 13, which are located on the ground surface, in an extended state. It has a length that allows At this time, one telescopic pipe 2 may be made long to ensure a length that can cover the exposed hanging member 15, or a plurality of telescopic pipes 2 may be connected to obtain the required length. may be configured to ensure.

伸縮管2は、図2で示すように、上端部に挿入口21が形成され、下端部に受入口22が形成されているとともに、挿入口21および受入口22の近傍に、ワイヤやカラビナ等の緊結治具6を装着可能な円環金具23が設置されている。したがって、複数の伸縮管2を連結する際には、上方に位置する伸縮管2の下端部に位置する受入口22に下方に位置する伸縮管2の上端部に位置する挿入口21を挿入する。 As shown in FIG. 2, the telescopic tube 2 has an insertion opening 21 formed at its upper end and a receiving opening 22 formed at its lower end. An annular metal fitting 23 to which the binding jig 6 can be attached is installed. Therefore, when connecting a plurality of expandable tubes 2, the insertion opening 21 positioned at the upper end of the expandable tube 2 positioned below is inserted into the receiving opening 22 positioned at the lower end of the expandable tube 2 positioned above. .

そのうえで、受入口22及び挿入口21の近傍に設置されている円環金具23の両者に緊結治具6を装着する。これにより、上下に位置する伸縮管2は確実に連結されるとともに、受入口22が下向きに配置されているため、降雨等の場合にも水分が伸縮管2内に侵入することを防止できる。 After that, the tightening jig 6 is attached to both the receiving port 22 and the annular fitting 23 installed near the insertion port 21 . As a result, the vertically positioned expandable pipes 2 are securely connected, and since the receiving port 22 is arranged downward, it is possible to prevent moisture from entering the expandable pipe 2 even when it rains.

一方、伸縮装置5は、図2で示すように、ジャッキ架台13に設置されており、本実施の形態では、ケーブル51とケーブル51を巻き上げるウィンチ(図示せず)とを備えるホイストを採用しているが、伸縮管2を吊材15に沿って上下方向に伸長及び短縮できる装置であればいずれを採用してもよい。 On the other hand, the expansion device 5 is installed on the jack mount 13 as shown in FIG. However, any device may be adopted as long as it can extend and shorten the telescopic tube 2 in the vertical direction along the hanging member 15 .

ケーブル51の先端にはケーブルフック52が設けられており、このケーブルフック52が伸縮管2の上端部近傍の円環金具23に装着可能となっている。そして、伸縮装置5は、ウィンチを介してケーブル51の長さを調整することにより、図6(a)および(b)で示すように、伸縮管2を伸長もしくは短縮させることができる。 A cable hook 52 is provided at the tip of the cable 51 , and the cable hook 52 can be attached to the annular metal fitting 23 near the upper end of the telescopic tube 2 . The telescopic device 5 can extend or shorten the telescopic tube 2 by adjusting the length of the cable 51 via the winch, as shown in FIGS. 6(a) and 6(b).

このような構成の飛散防止装置1によれば、伸縮管2で吊材15を被覆することにより、吊材15を風雨に晒される環境から保護できるため、防錆剤を塗布しても錆が生じるような長期間にわたって吊材15を使用する際にも、錆の発生量を低減することが可能となる。 According to the anti-scattering device 1 having such a configuration, by covering the suspension member 15 with the expansion tube 2, the suspension member 15 can be protected from the environment where it is exposed to wind and rain. It is possible to reduce the amount of rust generated even when the suspending member 15 is used for such a long period of time.

また、吊材15を被覆する伸縮管2に、錆汁等の水滴や錆粉等の粉末を通過させることなく、周辺への拡散を防止することの可能な材料よりなる筒部3を用いることで、吊材15に錆が生じても錆汁や錆粉の飛散を、より効果的に防止することが可能となる。したがって、吊材15をリフトアップ工法に用いた場合に、構築中の外側躯体11や屋根12を汚す恐れがない。また、施工現場近隣の敷地を錆汁や錆粉から保護することができ、周辺環境に悪影響を及ぼすことがない。 In addition, for the expansion pipe 2 covering the hanging member 15, the cylindrical portion 3 made of a material capable of preventing water droplets such as rust juice and powder such as rust powder from passing through and preventing them from diffusing to the surroundings should be used. Therefore, even if the suspension member 15 is rusted, it is possible to more effectively prevent rust juice and rust powder from scattering. Therefore, when the suspension members 15 are used in the lift-up construction method, there is no risk of staining the outer frame 11 or the roof 12 under construction. In addition, the site near the construction site can be protected from rust juice and rust powder, and the surrounding environment is not adversely affected.

次に、上述する飛散防止装置1を用いた屋根12のリフトアップ方法を説明するが、まず、リフトアップ工法を採用する際に用いる設備に飛散防止装置1を設置する方法を、図3及び図4を参照しつつ以下に説明する。 Next, a method for lifting the roof 12 using the anti-scattering device 1 described above will be described. 4 below.

<飛散防止装置の設置方法>
まず、図3で示すように、センターホールジャッキ14およびこれに装着した吊材15を地上で横臥し、収縮した状態の伸縮管2を吊材15に貫通させる。
<How to install the anti-scattering device>
First, as shown in FIG. 3, the center hole jack 14 and the hanging member 15 attached thereto are laid on the ground, and the telescopic tube 2 in a contracted state is passed through the hanging member 15 .

この後、図2で示すような、吊材15の下端部近傍に屋根12と連結するための連結具16を装着する。本実施の形態では、連結具16としてクレビスを採用しているが、これに限定されるものではない。 After that, as shown in FIG. 2, a connector 16 for connecting with the roof 12 is attached near the lower end of the hanging member 15 . In the present embodiment, a clevis is used as the connector 16, but it is not limited to this.

その一方で、図4(a)で示すように、構築予定の建築物10の外側躯体11を構築し、所定の高さ位置にジャッキ架台13を設置する。併せて、外側躯体11の内側では、地上部における作業空間において屋根躯体12aを構築して支保工17に支持させる。 On the other hand, as shown in FIG. 4(a), the outer skeleton 11 of the building 10 to be constructed is constructed, and the jack mount 13 is installed at a predetermined height position. At the same time, inside the outer skeleton 11, the roof skeleton 12a is constructed and supported by the shoring 17 in the work space on the ground.

次に、図4(b)で示すように、伸縮管2を貫通させた吊材15及びセンターホールジャッキ14を起立させて、センターホールジャッキ14をジャッキ架台13に支持させるとともに、吊材15に装着した連結具16を介して屋根躯体12aと吊材15とを連結する。 Next, as shown in FIG. 4B, the suspension member 15 and the center hole jack 14 through which the expansion pipe 2 is passed are erected, and the center hole jack 14 is supported by the jack base 13, and the suspension member 15 The roof skeleton 12a and the hanging member 15 are connected via the attached connecting tool 16. - 特許庁

この後、図5で示すように、ジャッキ架台13の所定位置に伸縮装置5を設置するとともに、伸縮装置5のケーブル51を引出してケーブルフック52を、屋根躯体12aの上面近傍で収縮状態に載置されている伸縮管2の上端部近傍に設けた円環金具23に連結する。 After that, as shown in FIG. 5, the extension device 5 is installed at a predetermined position on the jack mount 13, and the cable 51 of the extension device 5 is pulled out to place the cable hook 52 in a contracted state near the upper surface of the roof skeleton 12a. It is connected to an annular fitting 23 provided near the upper end of the extensible tube 2 placed.

以上の作業により、リフトアップ工法を実施するための設備に飛散防止装置1が設置される。なお、伸縮装置5の設置作業と併せて、屋根躯体12aを吊材15に支持させるとともに支保工17を撤去する。 By the above work, the anti-scattering device 1 is installed in the facility for carrying out the lift-up construction method. Along with the installation work of the expansion device 5, the roof skeleton 12a is supported by the hanging members 15 and the shoring 17 is removed.

次に、飛散防止装置1にて吊材15を保護しながら屋根12の構築作業を行い、リフトアップ工法により屋根12を吊り上げる手順を示す。 Next, a procedure for constructing the roof 12 while protecting the hanging members 15 with the anti-scattering device 1 and lifting the roof 12 by the lift-up construction method will be described.

<リフトアップ工法>
図6(a)で示すように、吊材15による屋根躯体12aの吊り上げ動作を所定の高さ位置で停止し、屋根躯体12aの下方に作業空間を確保するとともに、伸縮装置5のケーブル51を巻き上げることにより伸縮管2を伸長させて、ジャッキ架台13と屋根躯体12aとの間で露出状態にある吊材15を被覆する。
<Lift-up method>
As shown in FIG. 6(a), the operation of lifting the roof frame 12a by the hanging member 15 is stopped at a predetermined height position to secure a work space below the roof frame 12a, and the cable 51 of the expansion device 5 is removed. The telescopic pipe 2 is extended by being rolled up to cover the hanger 15 exposed between the jack base 13 and the roof skeleton 12a.

このように吊り上げ動作の停止期間中は吊材15を伸縮管2で被覆し、屋根躯体12aの下方に形成された作業空間を利用して、屋根躯体12aに天井仕上げを施すとともも設備機器の設置作業を行い、屋根12を構築する。 In this way, during the suspension period of the lifting operation, the suspension material 15 is covered with the expansion pipe 2, and the work space formed below the roof frame 12a is used to finish the ceiling of the roof frame 12a. , and the roof 12 is constructed.

このとき、伸縮管2は伸縮装置5に連結させたままの状態にしておいてもよいが、例えば、図2で示すように、ジャッキ架台13に伸縮管2の緊結用支持具18を設けておき、伸縮管2の上端部近傍に設けた円環金具23と緊結用支持具18とを紐材等の緊結具19により緊結して、伸縮管2をジャッキ架台13に支持させてもよい。こうすると、リフトアップ工法に複数の吊材15を用いる場合に、伸縮装置5を使い回すことができ、飛散防止装置1の低コスト化を図ることが可能となる。 At this time, the telescopic pipe 2 may be left connected to the telescopic device 5, but for example, as shown in FIG. Alternatively, the telescopic tube 2 may be supported on the jack base 13 by tying the annular fitting 23 provided near the upper end of the telescopic tube 2 and the tying support 18 with a tying tool 19 such as a string material. In this way, when a plurality of suspension members 15 are used in the lift-up construction method, the extension device 5 can be reused, and the cost of the scattering prevention device 1 can be reduced.

この後、屋根12を吊り上げる吊り上げ動作時に、図6(b)で示すように、伸縮装置5のケーブル51を繰り出すことにより伸縮管2を収縮させ、ジャッキ架台13と屋根躯体12aとの間で吊材15を目視できるように露出させる。 Thereafter, during the lifting operation for lifting the roof 12, as shown in FIG. 6B, the expansion pipe 2 is contracted by letting out the cable 51 of the expansion device 5, and the jack frame 13 and the roof skeleton 12a are suspended. The material 15 is exposed so as to be visible.

こうして吊材15の目視点検が可能になった状態で、図7(a)で示すように、センターホールジャッキ14及び吊材15を用いて、屋根12を所望の高さ位置まで吊り上げる。 In this state, the roof 12 is lifted to a desired height using the center hole jack 14 and the hanging members 15 as shown in FIG.

上記のリフトアップ工法によれば、吊持された状態の屋根12を所定期間にわたって停止させる際に、吊材15の露出部分を伸縮管2で被覆し、吊り上げ動作時には吊材15を露出させる。これにより、吊材15の状態を目視確認しながら、屋根12の吊り上げ作業を実施できる一方で、所定高さ位置で停止する期間が長期間にわたる場合には、吊材15を風雨に晒される環境から保護することができる。 According to the lift-up construction method, when the suspended roof 12 is stopped for a predetermined period, the exposed part of the hanging member 15 is covered with the expansion pipe 2, and the hanging member 15 is exposed during the lifting operation. As a result, while the work of lifting the roof 12 can be carried out while visually confirming the state of the hanging members 15, the environment where the hanging members 15 are exposed to wind and rain when the period of stopping at the predetermined height position is long. can be protected from

したがって、安全性を確保しつつ、錆の発生量を低減することが可能になるとともに、吊材15に錆が生じた場合にも錆汁等の水滴や錆粉等の粉末の飛散を防止して、リフトアップ工法にて構築する建築物10を高品質に保持することが可能となる。 Therefore, it is possible to reduce the amount of rust generated while ensuring safety, and even if the hanging member 15 is rusted, water droplets such as rust juice and powder such as rust powder are prevented from scattering. Therefore, the building 10 constructed by the lift-up construction method can be maintained in high quality.

本発明の飛散防止装置1及び飛散防止装置1を用いたリフトアップ工法は、上記実施形態に限定されるものではなく、本発明の趣旨を逸脱しない範囲で種々の変更が可能である。 The anti-scattering device 1 and the lift-up method using the anti-scattering device 1 of the present invention are not limited to the above-described embodiments, and various modifications can be made without departing from the scope of the present invention.

例えば、本実施の実施の形態では、ケーブルフック52を伸縮管2の上端部近傍に備えた円環金具23に設置し、収縮させた状態の伸縮管2が、図6(b)で示すように、屋根12の近傍に貯留される構成としたが、必ずしもこれに限定されるものではない。例えば、ケーブルフック52を伸縮管2の下端部近傍に備えた円環金具23に設置し、収縮させた状態の伸縮管2が、ジャッキ架台13の下面近傍に貯留される構成としてもよい。この場合には常時、伸縮管2の上端部近傍に備えた円環金具23と、ジャッキ架台13に備えた緊結用支持具18とを、図2で示すように緊結具19で緊結しておく。 For example, in this embodiment, the cable hook 52 is installed on the annular metal fitting 23 provided near the upper end of the telescopic tube 2, and the telescopic tube 2 in the contracted state is as shown in FIG. 6(b). In addition, although the configuration is such that the fuel is stored near the roof 12, the configuration is not necessarily limited to this. For example, the cable hook 52 may be installed on the annular fitting 23 provided near the lower end of the telescopic tube 2 , and the telescopic tube 2 in a contracted state may be stored near the lower surface of the jack mount 13 . In this case, the annular fitting 23 provided near the upper end of the telescopic tube 2 and the fastening support 18 provided on the jack base 13 are always fastened with the fastening tool 19 as shown in FIG. .

また、本実施の形態では、伸縮管2を筒部3と芯材4とにより構成したが、必ずしもこれに限定するものではなく、筒部3に、断面形状を保形できるとともに長さ方向に伸縮可能な材料を採用した場合には、芯材4を用いなくてもよい。 In the present embodiment, the expandable tube 2 is composed of the cylindrical portion 3 and the core material 4, but the configuration is not necessarily limited to this. If a stretchable material is used, the core material 4 may not be used.

さらに、伸縮管2は、例えば施工現場の周辺環境への景観を配慮した色彩を持たせてもよいし、吊材15の位置が明確にわかるような警告色を採用してもよい。 Furthermore, the expansion pipe 2 may have a color that takes into consideration the surrounding environment of the construction site, for example, or may have a warning color that clearly shows the position of the hanging member 15 .

また、本実施の形態では、1体の伸縮装置5により伸縮管2を伸縮させたが、必ずしもこれに限定するものではなく、例えば伸縮管2の断面における直径方向に2体配置してもよい。こうすると、伸縮管2を伸縮させる際に吊材15に伸縮管2が接触することを防止できる。 In the present embodiment, the expansion and contraction tube 2 is expanded and contracted by one expansion and contraction device 5, but this is not necessarily limited to this. . By doing so, it is possible to prevent the expansion/contraction pipe 2 from coming into contact with the hanging member 15 when the expansion/contraction pipe 2 is expanded and contracted.

1 飛散防止装置
2 伸縮管
21 挿入口
22 受入口
23 円環金具
3 筒部
4 芯材
5 伸縮装置
51 ケーブル
52 ケーブルフック
6 緊結治具

10 建築物
11 外側躯体
12 屋根
13 ジャッキ架台
14 センターホールジャッキ
15 吊材
16 連結具
17 支保工
18 緊結用支持具
19 緊結具
1 Scattering prevention device 2 Expansion tube 21 Insertion port 22 Receipt port 23 Annular fitting 3 Cylindrical part 4 Core material 5 Expansion device 51 Cable 52 Cable hook 6 Tightening jig

10 Building 11 Outer frame 12 Roof 13 Jack mount 14 Center hole jack 15 Hanging material 16 Connector 17 Shoring 18 Tightening support 19 Tightening tool

Claims (2)

構築予定の建築物の一部分を地組した後に吊り上げるリフトアップ工法において、前記建築物の一部分を吊り上げる吊材に付着した水滴や粉末の飛散を防止するための飛散防止装置であって、
前記吊材を被覆する筒状の伸縮管と、
該伸縮管を前記吊材に沿って伸長及び収縮させる伸縮装置と、を備え、
該伸縮装置は、前記伸縮管の直径方向の両側に対をなして配置されていることを特徴とする飛散防止装置。
In a lift-up construction method in which a part of a building to be constructed is lifted after ground assembly, a scattering prevention device for preventing scattering of water droplets and powder adhering to a lifting member for lifting a part of the building ,
a cylindrical expansion tube that covers the suspension member;
an expansion device for expanding and contracting the expansion tube along the hanging member;
The anti-scattering device , wherein the expansion devices are arranged in pairs on both sides of the expansion tube in the diametrical direction .
構築予定の建築物の一部分を地組した後に吊り上げる飛散防止装置を用いたリフトアップ工法であって、
前記飛散防止装置は、
揚重対象物を吊り上げる吊材を被覆する筒状の伸縮管と、
該伸縮管を前記吊材に沿って伸長及び収縮させる伸縮装置と、を備え、
前記伸縮管を貫通させた前記吊材で、建築物の一部分を吊持し、
吊り上げ動作の停止期間中は、前記伸縮装置を介して前記伸縮管を伸長させ、前記吊材の露出部分を被覆し、
吊り上げ動作の開始時に、前記伸縮装置を介して前記伸縮管を収縮させ、前記吊材を露出させることを特徴とするリフトアップ工法。
A lift-up construction method using a scattering prevention device that lifts a part of a building to be constructed after ground assembly,
The anti-scattering device is
A tubular expansion pipe covering a hanging member for lifting an object to be lifted;
an expansion device for expanding and contracting the expansion tube along the hanging member;
Suspending a part of the building with the suspension material through which the expansion pipe penetrates,
During the suspension period of the lifting operation, the expansion pipe is extended through the expansion device to cover the exposed portion of the suspension member,
A lift-up construction method characterized in that, at the start of a lifting operation, the expansion pipe is contracted via the expansion device to expose the hanging member.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010006614A (en) 2009-10-15 2010-01-14 Kazuto Yamamoto Asbestos treating method and device therefor
JP3163874U (en) 2010-08-24 2010-11-04 菱建基礎株式会社 Earth and sand drilling equipment
JP2011132768A (en) 2009-12-25 2011-07-07 Toru Kanzaki Device for preventing scattering of sludge discharge
JP2015113609A (en) 2013-12-10 2015-06-22 株式会社Ihi Construction method and intermediate structure for dome-shaped roof
JP2018003327A (en) 2016-06-28 2018-01-11 株式会社 林物産発明研究所 Building foundation

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1088808A (en) * 1996-09-12 1998-04-07 Shuji Takase Jack device of heavy weight building or the like and lifting device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010006614A (en) 2009-10-15 2010-01-14 Kazuto Yamamoto Asbestos treating method and device therefor
JP2011132768A (en) 2009-12-25 2011-07-07 Toru Kanzaki Device for preventing scattering of sludge discharge
JP3163874U (en) 2010-08-24 2010-11-04 菱建基礎株式会社 Earth and sand drilling equipment
JP2015113609A (en) 2013-12-10 2015-06-22 株式会社Ihi Construction method and intermediate structure for dome-shaped roof
JP2018003327A (en) 2016-06-28 2018-01-11 株式会社 林物産発明研究所 Building foundation

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