JP2012031702A - Device for pressing in pneumatic caisson - Google Patents

Device for pressing in pneumatic caisson Download PDF

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JP2012031702A
JP2012031702A JP2010174251A JP2010174251A JP2012031702A JP 2012031702 A JP2012031702 A JP 2012031702A JP 2010174251 A JP2010174251 A JP 2010174251A JP 2010174251 A JP2010174251 A JP 2010174251A JP 2012031702 A JP2012031702 A JP 2012031702A
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steel
press
head
anchor
packing
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JP5567425B2 (en
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Takuya Miyawaki
卓哉 宮脇
Kenji Kamata
賢児 鎌田
Atsuo Yamada
淳夫 山田
Hidefumi Mori
秀文 森
Katsu Miyatani
克 宮谷
Nobuyuki Fujimoto
信幸 藤本
Kiyotaka Ushiyachi
清賢 牛谷内
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Daiho Construction Co Ltd
Hazama Ando Corp
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Hazama Gumi Ltd
Hazama Corp
Daiho Construction Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide an air leakage prevention device which can impose a great tensioning force on an anchor material, which can flexibly absorb a construction error of the anchor material, and which sufficiently secures airtightness even under high air pressure.SOLUTION: An anchor material 1 is made of a plurality of grease-impregnated unbonded prestressing steel strands 11. An air leakage prevention device 2 includes a casing pipe 3 in which a filler 21 is housed and through which each of the prestressing steel strands 11 is to be individually inserted, and upper and lower heads 4 and 5 which are provided in upper and lower openings of the casing pipe 3, respectively, and which comprise insertion portions 40 and 50 for individually inserting the prestressing steel strands 11, respectively, and packing compressing portions 40p and 50p for compressing gland packing 12 attached to each of the prestressing steel strands 11.

Description

本発明は、ニューマチックケーソンの圧入装置に関し、特に、圧入用ジャッキとアンカー材を利用して、ケーソン躯体を地盤に圧入し、沈設するニューマチックケーソンの圧入装置に関する。   The present invention relates to a pneumatic caisson press-fitting device, and more particularly to a pneumatic caisson press-fitting device that uses a press-fitting jack and an anchor material to press-fit a caisson housing into the ground and deposit it.

従来から、圧入用ジャッキとアンカー材を用いて、ケーソン躯体を地盤に圧入し、沈設する圧入工法が知られている。この圧入工法は、複数のアンカー材をケーソン躯体の近傍にケーソン躯体の高さ方向に配置して各アンカー材の下端を地盤に固定し、複数の圧入用ジャッキをケーソン躯体上に設置してこれらの圧入用ジャッキに各アンカー材の上端側を連結し、複数の圧入用ジャッキにより各アンカー材を反力にしてケーソン躯体を地盤に圧入し、沈設する方法である。この種の工法では、図6(a)に示すように、アンカー材7をケーソン躯体cの外側に配置し、ケーソン躯体c上に圧入桁71を架設してこの上に圧入用ジャッキ8を設置する単桁方式、図6(b)に示すように、アンカー材7をケーソン躯体cの外側に配置し、ケーソン躯体cに支圧桁72を埋め込み、その上に圧入桁73を架設して圧入用ジャッキ8を設置する片持ち梁方式、図6(c)に示すように、アンカー材7をケーソン躯体cの内側に作業室天井スラブc1を貫通して配置し、作業室天井スラブc1上に圧入用ジャッキ8を設置する作業室天井スラブ載荷方法の大きく3つに分類されるが、このうち、作業室天井スラブ載荷方法は他の2つの構造に比べて梁や桁の盛り替え作業が不要で工期の短縮が望めるという利点があり、例えば、工程が厳しく、側壁立ち上げ毎に圧入桁の段取り替えを行う余地がない場合(つまり、単桁方式を採ることができない場合)や本工事が建築物件のため、構造物内に圧入時の支柱のような鋼材を残置させることができない場合(つまり、片持ち梁方式を採ることができない場合)などに適している。   2. Description of the Related Art Conventionally, there is known a press-fitting method in which a caisson skeleton is press-fitted into a ground using a press-fitting jack and an anchor material, and is laid down. In this press-fitting method, a plurality of anchor materials are arranged near the caisson housing in the height direction of the caisson housing, the lower ends of the anchor materials are fixed to the ground, and a plurality of press-fitting jacks are installed on the caisson housing. In this method, the upper ends of the anchor members are connected to the press-fitting jacks, and the caisson housing is press-fitted into the ground by using a plurality of press-fitting jacks as reaction forces of the anchor members. In this type of construction method, as shown in FIG. 6A, the anchor material 7 is arranged outside the caisson housing c, and a press-fitting girder 71 is installed on the caisson housing c, and the press-fitting jack 8 is installed thereon. As shown in FIG. 6 (b), the anchor material 7 is arranged outside the caisson housing c, the supporting beam 72 is embedded in the caisson housing c, and the press-fitting girder 73 is erected thereon to press fit. As shown in FIG. 6 (c), the anchor material 7 is disposed inside the caisson housing c through the work room ceiling slab c1 and placed on the work room ceiling slab c1. The working room ceiling slab loading method for installing the press-in jack 8 is roughly classified into three methods. Of these, the working room ceiling slab loading method does not require beam or girder replacement work compared to the other two structures. The advantage is that the construction period can be shortened. For example, when the process is strict and there is no room to change the press-fitting girder every time the side wall is started up (that is, when the single girder method cannot be adopted) or when this work is a construction property, it will be pushed into the structure. This is suitable when the steel material such as the support column cannot be left (that is, when the cantilever method cannot be adopted).

このような作業室天井スラブ載荷方法に使用する圧入装置が特許文献1により提案されている。この文献1の圧入装置では、図7に示すように、ケーソン躯体cの下部、作業室天井スラブc1に複数のアンカー材通し用の孔c10が相互に所定の間隔で設けられ、これらの孔c10に(下端を地盤に固定した)アンカー材7が貫通されるとともに、各孔c10と各アンカー材7との間の空隙部に充填材を注入しシールする密閉式のアンカー通し装置9が設置され、そして、これらのアンカー材7に対応して作業室天井スラブc1上に圧入用ジャッキ8が設置され、これらのジャッキ8に各アンカー材7の上端側が連結される。このようにして複数の圧入用ジャッキ8により各アンカー材7を反力としてケーソン躯体cを地盤Gに圧入し、沈設する。   Patent Document 1 proposes a press-fitting device used for such a working room ceiling slab loading method. In the press-fitting device of this document 1, as shown in FIG. 7, a plurality of anchor material passage holes c10 are provided at predetermined intervals in the lower part of the caisson housing c and the work room ceiling slab c1, and these holes c10 are provided. In addition, the anchor material 7 (with the lower end fixed to the ground) is penetrated, and a hermetic anchor threading device 9 for injecting and sealing a filler into the space between each hole c10 and each anchor material 7 is installed. Then, press-fitting jacks 8 are installed on the work room ceiling slab c1 corresponding to these anchor members 7, and the upper ends of the anchor members 7 are connected to these jacks 8. In this way, the caisson housing c is press-fitted into the ground G by using the anchor members 7 as reaction forces by the plurality of press-fitting jacks 8 and is laid down.

かかる圧入装置によれば、アンカー材7をケーソン躯体cの内側に作業室天井スラブc1を通して配置し、作業室天井スラブc1上に設置した圧入用ジャッキ8によりアンカー材7を反力としてケーソン躯体cを圧入し、沈設するので、圧入桁の架設、撤去作業を必要とせず、その分作業能率の向上、および省力化を図ることができ、またケーソン躯体cの圧入、沈設作業を全てケーソン躯体c内部で行うことができるので、他の構造物に対して近接施工が可能となり、しかもアンカー材7を反力としてケーソン躯体cを圧入、沈設する工法の利点、すなわち大深度掘削にも、軟弱地盤でも沈設制御が可能で、施工精度が向上し、工程管理を確実にすることができるなど、種々の効果がある。   According to such a press-fitting device, the anchor member 7 is disposed inside the caisson housing c through the work room ceiling slab c1, and the anchor material 7 is used as a reaction force by the press-in jack 8 installed on the work room ceiling slab c1. The press-fitting and sinking of the caisson housing c can be carried out without the need to install and remove the press-in girder, thereby improving work efficiency and saving labor. Since it can be performed inside, it can be installed in close proximity to other structures, and the advantage of the method of press-fitting and sinking the caisson housing c using the anchor material 7 as a reaction force, that is, for deep ground excavation, soft ground However, it is possible to control the settling, there are various effects such as improvement of construction accuracy and ensuring process management.

特許第3439859号公報Japanese Patent No. 3439859

しかしながら、このような作業室天井スラブ載荷方法に用いる従来の圧入装置では、次のような課題がある。
(1)アンカー材にシンプルなアンカーロッドが使用されており、このような単線構造の
アンカー材では、ケーソン躯体の圧入沈設に要求される高い緊張力を負荷することができない。
(2)アンカーロッドに施工誤差が発生すると、このアンカーロッドの偏心や傾きによってアンカー通し装置に水平力が生じ、このため、アンカー通し装置によるアンカー材通し用の孔の気密性が低下して漏気が増大したりアンカー通し装置に過大な負荷荷重を与えて損傷させたりする虞があり、アンカー材通し用の孔に気密性を確保することが難しい。
(3)アンカー通し装置はシンプルなパッキンを用いた簡易な気密構造のため、適用性については限定的であり、高い気圧での適用は期待できない。
However, the conventional press-fitting device used for such a working room ceiling slab loading method has the following problems.
(1) A simple anchor rod is used as the anchor material, and such a single-wire structure anchor material cannot load a high tension required for press-fitting and sinking the caisson housing.
(2) When a construction error occurs in the anchor rod, a horizontal force is generated in the anchor threading device due to the eccentricity or inclination of the anchor rod. For this reason, the air tightness of the hole for anchor material passage by the anchor threading device is lowered and leakage occurs. There is a risk that air will increase or an excessive load is applied to the anchor threading device to cause damage, and it is difficult to ensure airtightness in the hole for anchor material threading.
(3) Since the anchor threading device has a simple airtight structure using a simple packing, its applicability is limited, and application at high atmospheric pressure cannot be expected.

本発明は、このような従来の問題を解決するものであり、この種のニューマチックケーソンの圧入装置において、特に、アンカー材にケーソン躯体の圧入沈設に要求される高い緊張力を負荷できるようにすること、アンカー材の施工誤差を柔軟に吸収すること、また、高い気圧でも気密性を十分に確保できる専用の漏気防止装置を提供することなど、を目的とする。   The present invention solves such a conventional problem, and in this type of pneumatic caisson press-fitting device, in particular, the anchor material can be loaded with high tension required for press-fitting caisson housing. An object of the present invention is to flexibly absorb the construction error of the anchor material and to provide a dedicated air leakage prevention device that can sufficiently ensure airtightness even at high atmospheric pressure.

上記目的を達成するために、本発明は、ニューマチックケーソンの下部側に形成された作業室天井スラブに複数のアンカー材通し用の孔が設けられ、前記各孔に挿通される複数のアンカー材と、前記各孔に気密に挿着され、前記各孔と前記各アンカー材との間の空隙部を遮断する複数の漏気防止装置と、前記ニューマチックケーソン上に前記各アンカー材に対応して設置され、前記ニューマチックケーソンを押下するための複数の圧入用ジャッキとを備え、前記各アンカー材が下端を前記作業室の下方の地盤に固定され、上端側を前記各圧入用ジャッキに連結されて、前記各圧入用ジャッキにより前記各アンカー材を反力として前記ニューマチックケーソンを地盤に圧入し沈設するニューマチックケーソンの圧入装置において、前記各アンカー材は気密性を有する部材により被覆される複数のPC鋼より線からなる、ことを要旨とする。   In order to achieve the above-described object, the present invention provides a plurality of anchor members inserted into the respective holes provided in a work room ceiling slab formed on the lower side of the pneumatic caisson, with a plurality of holes for passing the anchor members. A plurality of air leakage prevention devices that are hermetically inserted into the holes and block gaps between the holes and the anchor materials, and correspond to the anchor materials on the pneumatic caisson. A plurality of press-fitting jacks for pressing down the pneumatic caisson, each anchor member having a lower end fixed to the ground below the working chamber, and an upper end side connected to each press-fitting jack In each of the pneumatic caisson press-fitting devices, the pneumatic caissons are press-fitted into the ground by using the anchor members as reaction forces by the press-fitting jacks. Material consists of a line of a plurality of PC steel is coated with a member having airtightness, and summarized in that.

また、この圧入装置は各部が次のように具体化されることが好ましい。
(1)気密性を有する部材にアンボンドチューブが採用される。この場合、アンボンドチューブ内にグリースなどの充填材が注入されることが望ましい。
(2)複数の漏気防止装置はそれぞれ、各アンカー材通し用の孔に嵌合可能な略筒状に形成され、充填材を収容されて、前記各PC鋼より線を気密に挿通するケーシングパイプと、前記ケーシングパイプの上下両端の開口にそれぞれ当該開口を密閉可能に設けられ、前記ケーシングパイプに通される複数のPC鋼より線を挿通可能なPC鋼より線挿通部、及び前記各PC鋼より線に前記PC鋼より線挿通部に近接してパッキンが装着され、当該各パッキンを前記各PC鋼より線挿通部において圧縮可能なパッキン圧縮部を有し、前記各PC鋼より線を気密に挿通する上部ヘッド及び下部ヘッドとを備える。
(3)上部ヘッド及び下部ヘッドはそれぞれ、ケーシングパイプの開口に気密に設けられ、前記ケーシングパイプに通される複数のPC鋼より線を個別に挿通可能な複数のPC鋼より線挿通孔を有するヘッドプレートと、前記ヘッドプレート上に重合可能に設けられ、前記ヘッドプレートの各PC鋼より線挿通孔に連通可能な複数のPC鋼より線挿通孔及び当該各PC鋼より線挿通孔の周囲に突状に形成され、前記PC鋼より線に装着されるパッキンを前記ヘッドプレートに向けて圧縮可能な複数の押圧部を有する押えプレートとを備える。このようにしてヘッドプレートの複数のPC鋼より線挿通孔と押えプレートの複数のPC鋼より線挿通孔とによりPC鋼より線挿通部を構成し、ヘッドプレートと押えプレートの各突状部とによりパッキン圧縮部を構成する。
(4)下部ヘッドの押えプレートは複数のPC鋼より線挿通孔がそれぞれ内側から外側に向けて漸次拡開される略テーパ形状をなす。
(5)各PC鋼より線のパッキンにグランドパッキンが採用され、前記各PC鋼より線の周囲に多段状に装着される。
(6)充填材に高温で流動性を発揮し、常温でちょう度200程度の硬い性状を有するグリースが採用される。
Moreover, it is preferable that each part of this press-fitting device is embodied as follows.
(1) An unbonded tube is adopted as a member having airtightness. In this case, it is desirable that a filler such as grease is injected into the unbonded tube.
(2) Each of the plurality of air leakage prevention devices is formed in a substantially cylindrical shape that can be fitted into each hole for passing through the anchor material, accommodates a filler, and inserts a wire from each PC steel in an airtight manner. A pipe and a PC steel wire insertion portion, each of which is provided so as to be able to seal the opening at both the upper and lower ends of the casing pipe, and through which a plurality of PC steel wires can be passed through the casing pipe, and each PC A packing is attached to the steel strand in the vicinity of the wire insertion portion from the PC steel, each packing has a packing compression portion that can be compressed in the wire insertion portion from each PC steel, An upper head and a lower head that are hermetically inserted are provided.
(3) Each of the upper head and the lower head is provided in an airtight manner in the opening of the casing pipe, and has a plurality of PC steel wire insertion holes through which a plurality of PC steel wires passed through the casing pipe can be individually inserted. A head plate and a plurality of PC steel wire insertion holes which are provided on the head plate so as to be superposed and can communicate with the wire insertion holes from each PC steel of the head plate, and around each PC steel wire insertion hole. A pressing plate having a plurality of pressing portions formed in a protruding shape and capable of compressing the packing attached to the wire of the PC steel toward the head plate. In this way, the PC steel wire insertion portion is constituted by the plurality of PC steel wire insertion holes and the plurality of PC steel wire insertion holes of the press plate, and the head plate and the press plate protrusions A packing compression part is comprised by this.
(4) The presser plate of the lower head has a substantially tapered shape in which the wire insertion holes are gradually expanded from the inside to the outside from a plurality of PC steels.
(5) Gland packing is adopted for packing of each PC steel strand, and it is mounted in a multi-stage around the strand of each PC steel.
(6) A grease that exhibits fluidity at a high temperature and has a hard property with a consistency of about 200 at room temperature is used for the filler.

本発明の圧入装置によれば、アンカー材がアンボンドチューブなどの気密性を有する部材により被覆された複数のPC鋼より線により構成されるので、PC鋼より線の有する耐久性により、このアンカー材にケーソン躯体の圧入沈設に要求される高い緊張力を負荷することができ、また、PC鋼より線の有する柔軟性により、アンカー材に施工誤差が生じても、当該誤差を柔軟に吸収することができる、という格別な効果を奏する。
また、この圧入装置では、複数の漏気防止装置がそれぞれ、アンカー材通し用の孔に挿着されて、当該孔とアンカー材との間の空隙部にグリースなどの充填材を注入しシールするケーシングパイプと、ケーシングパイプの上下両端の開口にそれぞれ設けられ、アンカー材の挿通部でアンカー材に装着されたグランドパッキンなどのパッキンを圧縮してアンカー材の挿通部とアンカー材との間の隙間を埋めて密閉する上部ヘッド及び下部ヘッドとを備え、各アンカー材通し用の孔と各孔に挿通される各アンカー材との間の空隙部を3箇所で3重の遮断構造により遮断するので、高い気圧でも気密性を十分に確保することができる、という顕著な効果を奏する。
According to the press-fitting device of the present invention, the anchor material is composed of a plurality of PC steel strands covered with an airtight member such as an unbonded tube. It is possible to load the high tension required for press-fitting the caisson housing, and to absorb the error flexibly even if there is a construction error in the anchor material due to the flexibility of the PC steel strand. There is a special effect that you can.
Further, in this press-fitting device, a plurality of air leakage prevention devices are respectively inserted into the holes for passing the anchor material, and a filler such as grease is injected and sealed in the gap between the hole and the anchor material. The gap between the anchor material insertion portion and the anchor material is obtained by compressing the casing pipe and the packing such as the gland packing attached to the anchor material at the upper and lower openings of the casing pipe. The upper and lower heads are embedded and sealed, and the gap between each anchor material passing hole and each anchor material inserted through each hole is blocked by a triple blocking structure at three locations. There is a remarkable effect that airtightness can be sufficiently secured even at high atmospheric pressure.

本発明の一実施の形態におけるニューマチックケーソンの圧入装置を示す正面断面図Front sectional view showing a pneumatic caisson press-fitting device according to an embodiment of the present invention. 同圧入装置の特に漏気防止装置を拡大して示す正面断面図Front cross-sectional view of the same press-fitting device, particularly an air leak prevention device 同圧入装置の特にアンカー材を拡大して示す断面図Cross-sectional view showing the anchor material of the same press-fitting device in enlargement 同圧入装置の特に漏気防止装置の上部を拡大して示す正面断面図Front sectional view showing the upper part of the air leakage prevention device of the same press-fitting device in an enlarged manner 同圧入装置の特に漏気防止装置の下部を拡大して示す正面断面図Front sectional view of the same press-fitting device, particularly the lower part of the air leakage prevention device 圧入用ジャッキとアンカー材を利用して、ケーソン躯体を地盤に圧入し、沈設する従来の各種の工法を示す図Figure showing various conventional methods of press-fitting caisson enclosures into the ground using press-fit jacks and anchor materials 従来の特に作業室天井スラブ載荷方法に使用する圧入装置を示す正面断面図Front sectional view showing the press-fitting device used in the conventional ceiling slab loading method in particular

次に、この発明を実施するための形態について図を用いて説明する。図1にニューマチックケーソンの圧入装置を示し、図2乃至図5にその要部を示している。   Next, embodiments for carrying out the present invention will be described with reference to the drawings. FIG. 1 shows a pneumatic caisson press-fitting device, and FIGS.

図1に示すように、ニューマチックケーソンC(以下、ケーソン躯体Cという。)は内部の下部側に作業室天井スラブ101が形成され、その下方に作業室102が設けられる。そして、このケーソン躯体Cの場合、作業室天井スラブ101に複数のアンカー材通し用の孔100がそれぞれ円形に円周方向に等間隔に形成される。圧入装置Aは、各孔100に挿通される複数のアンカー材1と、各孔100に気密に挿着され、各孔100と各アンカー材1との間の空隙部を遮断する複数の漏気防止装置2と、ケーソン躯体C上に各アンカー材1に対応して設置され、ケーソン躯体Cを押下するための複数の圧入用ジャッキ6とを備えて構成される。   As shown in FIG. 1, a pneumatic caisson C (hereinafter referred to as caisson housing C) has a work room ceiling slab 101 formed on the lower side of the interior, and a work room 102 provided below the work room ceiling slab 101. In the case of the caisson casing C, a plurality of anchor material passing holes 100 are formed in the work room ceiling slab 101 in a circular shape at equal intervals in the circumferential direction. The press-fitting device A includes a plurality of anchor members 1 inserted into the holes 100 and a plurality of air leaks that are airtightly inserted into the holes 100 and block the gaps between the holes 100 and the anchor members 1. The prevention device 2 and a plurality of press-fitting jacks 6 that are installed on the caisson housing C corresponding to each anchor member 1 and press down the caisson housing C are configured.

この圧入装置Aでは、複数のアンカー材1はそれぞれ、図2に示すように、気密性を有する部材10により被覆された複数本のPC鋼より線11からなり、この場合、図3に示すように、気密性を有する部材10にアンボンドチューブが採用され、また、このアンボンドチューブ10内に充填材(グリース)211が充填されて、複数のグリース入りのアンボンドPC鋼より線により構成される。また、これらのPC鋼より線11にはそれぞれ、図4及び図5に示すように、後述する漏気防止装置2の上部及び下部に対応する所定の位置にパッキン12が装着される。この場合、パッキン12にグランドパッキンが採用され、各PC鋼より線11の周囲の所定の範囲に軸方向に多段状に装着される。これらのPC鋼より線11はそれぞれ、作業室天井スラブ101に設けられた複数のアンカー材通し用の孔100にそれぞれ通され、下端部がアンカー体(図示省略)を介して作業室102下方の地盤に固定され、上端側が作業室天井スラブ101上で圧入用ジャッキ6に連結される。   In this press-fitting device A, each of the plurality of anchor members 1 is composed of a plurality of PC steel strands 11 covered with an airtight member 10, as shown in FIG. 2, and in this case, as shown in FIG. In addition, an unbonded tube is employed for the member 10 having airtightness, and the unbonded tube 10 is filled with a filler (grease) 211 and is composed of a plurality of unbonded PC steel wires containing grease. Further, as shown in FIGS. 4 and 5, packings 12 are attached to the PC steel strands 11 at predetermined positions corresponding to the upper and lower portions of the air leakage prevention device 2 described later. In this case, a gland packing is adopted as the packing 12, and each PC steel is mounted in a predetermined range around the wire 11 in a multi-stage shape in the axial direction. Each of these PC steel stranded wires 11 is respectively passed through a plurality of anchor material passage holes 100 provided in the work room ceiling slab 101, and the lower end portion is provided below the work room 102 via an anchor body (not shown). It is fixed to the ground, and the upper end side is connected to the press-fit jack 6 on the work room ceiling slab 101.

複数の漏気防止装置2はそれぞれ、図2に示すように、各アンカー材通し用の孔100に嵌合可能な略筒状に形成され、内部に半固体又は半流動性を呈する充填材21が収容されて、各アンカー材1を気密にシールして挿通するケーシングパイプ3と、ケーシングパイプ3の上下両端の開口301、302にそれぞれ当該開口301、302を密閉可能に設けられ、ケーシングパイプ3に通される複数のPC鋼より線11を挿通可能なPC鋼より線挿通部40、50及びこれらのPC鋼より線11に装着されるパッキン12を各PC鋼より線挿通部40、50において圧縮可能なパッキン圧縮部40p、50pを有し、各PC鋼より線11を気密に挿通する上部ヘッド4及び下部ヘッド5とを備える。   As shown in FIG. 2, each of the plurality of air leakage prevention devices 2 is formed in a substantially cylindrical shape that can be fitted into each hole 100 for passing through the anchor material, and has a semi-solid or semi-fluid filling material 21 therein. The casing pipe 3 is hermetically sealed and inserted in the casing pipe 3 in an airtight manner, and the openings 301 and 302 are provided in the upper and lower ends 301 and 302 of the casing pipe 3 so as to be able to be sealed, respectively. PC steel strand insertion portions 40 and 50 through which a plurality of PC steel strands 11 can be inserted, and packings 12 attached to these PC steel strands 11 are inserted into the respective PC steel strand insertion portions 40 and 50. It has compressible packing compression parts 40p, 50p, and is provided with an upper head 4 and a lower head 5 that are inserted through each PC steel wire 11 in an airtight manner.

この漏気防止装置2の場合、ケーシングパイプ3は、図2に示すように、アンカー材通し用の孔100に嵌合可能に当該孔100と略同径で略同じ長さの円筒形のパイプ材からなり、図4及び図5に示すように、上下の両端がそれぞれ開口され、上部の開口301及び下部の開口302の周囲にそれぞれ外側に突出する支圧板31、32が一体的に形成される。この場合、上部の支圧板31は適宜の肉厚を有し、また下部の支圧板32に比べて小径に形成され、下部の支圧板32は適宜の肉厚を有し、また上部の支圧板31に比べて大径に形成される。なお、これら上下の支圧板31、32にはそれぞれ所定の位置にねじ穴310、320が設けられる。また、このケーシングパイプ3には、図4及び図5に示すように、周面の下部側に充填材の注入口311が、周面の上部側に充填材の排出口312がそれぞれ設けられる。これらの注入口311及び排出口312は小径のパイプ材により形成され、それぞれケーシングパイプ3の周面から外側に少し突出されてケーシングパイプ3上部の上部ヘッド4まで延ばされる。このケーシングパイプ3には、これが作業室天井スラブ101のアンカー材通し用の孔100に挿着される際に、充填材の注入口311を通じて充填材21が注入される。この漏気防止装置2の場合、充填材21に高温(約60℃程度)で流動性を発揮し、常温でちょう度200程度の硬い性状を有するグリースが採用される。   In the case of this air leakage prevention device 2, the casing pipe 3 is a cylindrical pipe having substantially the same diameter and the same length as the hole 100 so that the casing pipe 3 can be fitted into the hole 100 for anchor material passage as shown in FIG. 4 and 5, the upper and lower ends are respectively opened, and the supporting plates 31 and 32 projecting outward are integrally formed around the upper opening 301 and the lower opening 302, respectively. The In this case, the upper bearing plate 31 has an appropriate thickness and is formed to have a smaller diameter than the lower bearing plate 32, and the lower bearing plate 32 has an appropriate thickness, and the upper bearing plate. The diameter is larger than 31. The upper and lower pressure bearing plates 31 and 32 are provided with screw holes 310 and 320 at predetermined positions, respectively. 4 and 5, the casing pipe 3 is provided with a filler inlet 311 on the lower side of the peripheral surface and a filler outlet 312 on the upper side of the peripheral surface. The inlet 311 and the outlet 312 are formed of a small-diameter pipe material, and protrude slightly outward from the peripheral surface of the casing pipe 3 to extend to the upper head 4 above the casing pipe 3. When this casing pipe 3 is inserted into the hole 100 for passing through the anchor material of the work room ceiling slab 101, the filler 21 is injected through the filler inlet 311. In the case of the air leakage prevention device 2, a grease that exhibits fluidity at a high temperature (about 60 ° C.) and has a hard property with a consistency of about 200 at room temperature is used for the filler 21.

また、この漏気防止装置2の場合、上部ヘッド4及び下部ヘッド5はそれぞれ、図4及び図5に示すように、ケーシングパイプ3の上部開口301及び下部開口302に気密に設けられ、ケーシングパイプ3に通される複数のPC鋼より線11を個別に挿通可能な複数のPC鋼より線挿通孔41、51を有するヘッドプレート42、52と、ヘッドプレート42、52上(ヘッドプレート42、52の外側)に重合可能に設けられ、ヘッドプレート42、52の各PC鋼より線挿通孔41、51に連通可能な複数のPC鋼より線挿通孔43、53及び各PC鋼より線挿通孔42、53の周囲に突状に形成され、PC鋼より線11に装着されるパッキン12をヘッドプレート42、52に向けて圧縮可能な押圧部44、54を有する押えプレート45、55とを備える。   In the case of this air leakage prevention device 2, the upper head 4 and the lower head 5 are provided in an airtight manner in the upper opening 301 and the lower opening 302 of the casing pipe 3, respectively, as shown in FIGS. Head plates 42 and 52 having a plurality of PC steel strand insertion holes 41 and 51 through which a plurality of PC steel strands 11 are individually inserted, and on the head plates 42 and 52 (head plates 42 and 52 A plurality of PC steel wire insertion holes 43 and 53 and the PC steel wire insertion holes 42, which can communicate with the PC steel wire insertion holes 41 and 51 of the head plates 42 and 52. , 53 is formed in a projecting shape around 53, and has a pressing portion 44, 54 having a pressing portion 44, 54 that can compress the packing 12 attached to the strand 11 of PC steel toward the head plates 42, 52. And a 45 and 55.

この上部ヘッド4の場合、図4に示すように、ヘッドプレート42はケーシングパイプ3の上部開口301に嵌着可能な略逆ハット形に形成され、ケーシングパイプ3の上部開口301内に嵌合可能な適宜の肉厚を有する円筒部421と、円筒部421の下端面でその中央に複数のPC鋼より線11を挿通可能な複数のPC鋼より線挿通孔41を有する適宜の肉厚を有する底部422と、円筒部421の上端面で複数のPC鋼より線11を挿通可能な開口423と、この開口423の周囲に外側に向けて突出されてケーシングパイプ3の上部支圧板31上に当接可能な適宜の肉厚を有するフランジ424とを具備する。なお、このヘッドプレート42の上部開口423周囲の縁部及びフランジ424にはそれぞれ所定の位置にねじ穴425、426が設けられる。また、押えプレート45はヘッドプレート42の上部開口423及びこの開口423の縁部に係合可能な略円盤形に形成され、ヘッドプレート42の上部開口423上を覆いその周囲の縁部に当接可能な円形板状で、その円形の平面中央にヘッドプレート42の各PC鋼より線挿通孔41に対応する複数のPC鋼より線挿通孔43を有する本体部451と、本体部451のヘッドプレート42に対向する片側一方の面に各PC鋼より線挿通孔43の周囲を取り囲み所定の長さの円筒状に突出される複数の押圧部44とを具備する。なお、本体部451の外周部(押圧部44の外側周囲)には所定の位置にねじ穴450が設けられる。このようにしてケーシングパイプ3が作業室天井スラブ101のアンカー材通し用の孔100に挿着され、このケーシングパイプ3に複数のPC鋼より線11が挿通される際に、このケーシングパイプ3の上部に同芯的にヘッドプレート42、押えプレート45が順次取り付けられる。ヘッドプレート42は底部422の各PC鋼より線挿通孔41から上部の開口423にそれぞれ各PC鋼より線11が挿通されて円筒部421がケーシングパイプ3の上部開口301に嵌め込まれ、上部開口423周囲のフランジ424がケーシングパイプ3の上部支圧板31上にシートパッキン221を介して当接されて、ケーシングパイプ3の支圧板31に設けられたねじ穴310とヘッドプレート42のフランジ424に設けられたねじ穴426との間にボルト231が締め込まれて取り付けられる。そして、このヘッドプレート42の各PC鋼より線挿通孔41に通され、開口423内に配置された各PC鋼より線11の所定の部分にパッキン12、この場合、グランドパッキン12が多段状に装着される。押えプレート45は各押圧部44から各PC鋼より線挿通孔43にそれぞれ各PC鋼より線11が挿通されてヘッドプレート42上に重合される。この場合、押えプレート45は本体部451の片側一方の面の各押圧部44がヘッドプレート42の開口423に対向して、ヘッドプレート42の開口423に嵌め込まれ、本体部451の外周部がヘッドプレート42の開口423の縁部上にシートパッキン222を介して当接されて、ヘッドプレート42の開口423の縁部に設けられたねじ穴425と押えプレート45の外周部に設けられたねじ穴450との間にボルト232が締め込まれて取り付けられる。このようにしてヘッドプレート42と押えプレート45が組み立てられ、ヘッドプレート42の複数のPC鋼より線挿通孔41と押えプレート45の複数のPC鋼より線挿通孔43とにより、上部ヘッド4にPC鋼より線挿通部40が構成され、ヘッドプレート42(の各PC鋼より線挿通孔41の周囲)と押えプレート45の各押圧部44とによりパッキン圧縮部40pが構成される。   In the case of the upper head 4, as shown in FIG. 4, the head plate 42 is formed in a substantially inverted hat shape that can be fitted into the upper opening 301 of the casing pipe 3, and can be fitted into the upper opening 301 of the casing pipe 3. A cylindrical portion 421 having an appropriate thickness, and an appropriate thickness having a plurality of PC steel wire insertion holes 41 through which a plurality of PC steel strands 11 can be inserted at the center of the lower end surface of the cylindrical portion 421. A bottom 422, an opening 423 through which a plurality of PC steel wires 11 can be inserted at the upper end surface of the cylindrical portion 421, protrudes outward around the opening 423, and contacts the upper bearing plate 31 of the casing pipe 3. And a flange 424 having an appropriate thickness that can be contacted. It should be noted that screw holes 425 and 426 are provided at predetermined positions on the edge around the upper opening 423 of the head plate 42 and the flange 424, respectively. The presser plate 45 is formed in a substantially disk shape that can be engaged with the upper opening 423 of the head plate 42 and the edge of the opening 423, covers the upper opening 423 of the head plate 42, and contacts the peripheral edge thereof. A main body portion 451 having a plurality of PC steel wire insertion holes 43 corresponding to each PC steel wire insertion hole 41 in the center of the circular plane, and a head plate of the main body portion 451. A plurality of pressing portions 44 that surround the periphery of the wire insertion hole 43 from each PC steel and project into a cylindrical shape of a predetermined length are provided on one side facing 42. In addition, a screw hole 450 is provided at a predetermined position on the outer peripheral portion of the main body portion 451 (around the outside of the pressing portion 44). In this way, when the casing pipe 3 is inserted into the hole 100 for passing through the anchor material of the working room ceiling slab 101, and a plurality of PC steel strands 11 are inserted into the casing pipe 3, the casing pipe 3 A head plate 42 and a presser plate 45 are sequentially attached to the upper part in a concentric manner. The head plate 42 is inserted into the upper opening 423 from the PC steel wire insertion hole 41 of the bottom 422 to the upper opening 423 of each PC steel, and the cylindrical portion 421 is fitted into the upper opening 301 of the casing pipe 3. A peripheral flange 424 is brought into contact with the upper bearing plate 31 of the casing pipe 3 via a seat packing 221, and is provided in the screw hole 310 provided in the bearing plate 31 of the casing pipe 3 and the flange 424 of the head plate 42. A bolt 231 is tightened and attached to the screw hole 426. And the packing 12 is passed through the wire insertion hole 41 from each PC steel of the head plate 42, and a predetermined portion of each PC steel wire 11 arranged in the opening 423. In this case, the gland packing 12 is multi-staged. Installed. The holding plate 45 is superposed on the head plate 42 by inserting the PC steel wires 11 from the pressing portions 44 into the PC steel wire insertion holes 43. In this case, the pressing plate 45 is fitted into the opening 423 of the head plate 42 such that each pressing portion 44 on one side of the main body 451 faces the opening 423 of the head plate 42, and the outer periphery of the main body 451 is the head. A screw hole 425 provided on the edge of the opening 423 of the head plate 42 and a screw hole provided on the outer periphery of the presser plate 45 are brought into contact with the edge of the opening 423 of the plate 42 via the sheet packing 222. A bolt 232 is tightened and attached to 450. In this way, the head plate 42 and the presser plate 45 are assembled, and a plurality of PC steel wire insertion holes 41 of the head plate 42 and a plurality of PC steel wire insertion holes 43 of the presser plate 45 are connected to the upper head 4 with a PC. The wire insertion part 40 is comprised from steel, and the packing compression part 40p is comprised by each pressing part 44 of the head plate 42 (around each wire penetration hole 41 from each PC steel) and the pressing plate 45. As shown in FIG.

また、下部ヘッド5の場合、図5に示すように、ヘッドプレート52はケーシングパイプ3の下部開口302に連接可能な略筒形に形成され、ケーシングパイプ3の下部開口302に連結可能な適宜の肉厚を有する円筒部521と、円筒部521の上端面でその中央に複数のPC鋼より線11を挿通可能な複数のPC鋼より線挿通孔51を有する適宜の肉厚を有する頂部522と、円筒部521の下端面で複数のPC鋼より線11を挿通可能な開口523とを具備する。なお、ヘッドプレート52の下部開口523周囲の縁部及び外周部にはそれぞれ所定の位置にねじ穴524、525が設けられる。また、押えプレート55はヘッドプレート52の下部開口523及びこの開口523の縁部に係合可能な略円盤形に形成され、ヘッドプレート52の下部開口523を覆いその周囲の縁部に当接可能な円形板状で、その円形の平面中央にヘッドプレート52の各PC鋼より線挿通孔51に対応する複数のPC鋼より線挿通孔53を有する本体部551と、本体部551のヘッドプレート52に対向する片側一方の面に各PC鋼より線挿通孔53の周囲を取り囲み所定の長さの円筒状に突出される複数の押圧部54とを具備する。また、この押えプレート55においては、本体部551の各PC鋼より線挿通孔53が内側(この場合、本体部551の上端と下端との間の中間部当たり)から外側(この場合、本体部551の下端)に向けて漸次拡開(拡径)されるテーパ形状に形成される。なお、本体部551の外周部(押圧部54の外側周囲)には所定の位置にねじ穴550が貫通して設けられる。この下部ヘッド5はケーシングパイプ3の下部開口302に固定リング56及び押えリング57を介して連接される。この場合、固定リング56はヘッドプレート52の外周を包囲可能な適宜の肉厚を有するリング形状に形成される。なお、この固定リング56の下部開口560の縁部と外周部にはそれぞれ所定の位置にねじ穴561、562、563が設けられる。押えリング57は固定リング56と下部ヘッド5との間に係合可能な略ハット形に形成され、固定リング56と下部ヘッド5との間に嵌合される円筒部571と、円筒部571の下端で固定リング56の下部開口560の縁部に当接されるフランジ572とを具備する。なお、この押えリング56のフランジ572及び外周部にはそれぞれ所定の位置にねじ穴573、574が設けられる。このようにしてケーシングパイプ3が作業室天井スラブ101のアンカー材通し用の孔100に挿着され、このケーシングパイプ3に複数のPC鋼より線11が挿通される際に、このケーシングパイプ3の下部に同芯的に固定リング56、ヘッドプレート52、押えリング57、押えプレート55が順次取り付けられる。この場合、固定リング56はケーシング3の下部に(ケーシングパイプ3の支圧板32と固定リング56と間に)シートパッキン223を介して当接され、ケーシングパイプ3の支圧板32に設けられたねじ穴320と固定リング56の外周部に設けられたねじ穴563との間にボルト233が締め込まれて固定される。ヘッドプレート52は下部の開口523から頂部522の複数のPC鋼より線挿通孔51にそれぞれ各PC鋼より線11が挿通されて円筒部521が固定リング56内に配置され、この状態から円筒部521と固定リング56との間にパッキン24を介して押えリング57が嵌合され、この押えリング57がパッキン24を圧縮し、押えリング57のフランジ572が固定リング56の縁部に当接されるまで圧入されて、この押えリング57の押圧作用によりヘッドプレート52が固定リング56内に押え込まれる。そして固定リング56の外周部に設けられたねじ穴562、押えリング57の外周部に設けられたねじ穴574、ヘッドプレート52の外周部に設けられたねじ穴525間にそれぞれボルト234が締め込まれ、さらに固定リング56の開口縁部に設けられたねじ穴561と押えリング57のフランジ572に設けられたねじ穴573との間に、それぞれボルト235が締め込まれて固定される。そして、このヘッドプレート52の各PC鋼より線挿通孔51に通され、開口523内に配置された各PC鋼より線11の所定の部分にパッキン12、この場合、グランドパッキン12が多段状に装着される。押えプレート55は各PC鋼より線挿通孔53から各押圧部54にそれぞれ各PC鋼より線11が挿通されてヘッドプレート52上に重合される。この場合、押えプレート55は本体部551の片側一方の面の各押圧部54がヘッドプレート52の開口523に対向して、ヘッドプレート52の開口523に嵌め込まれ、本体部551の外周部がヘッドプレート52の開口523の縁部上にシートパッキン224を介して当接されて、ヘッドプレート52の開口523の縁部に設けられたねじ穴524と押えプレート55の外周部に設けられたねじ穴550との間にボルト236が締め込まれて取り付けられる。このようにしてヘッドプレート52と押さえプレート55が組み立てられ、ヘッドプレート52の複数のPC鋼より線挿通孔51と押えプレート55の複数のPC鋼より線挿通孔53とにより、下部ヘッド5にPC鋼より線挿通部50が構成され、ヘッドプレート52(の各PC鋼より線挿通孔51の周囲)と押えプレート55の各押圧部54とによりパッキン圧縮部50pが構成される。   In the case of the lower head 5, as shown in FIG. 5, the head plate 52 is formed in a substantially cylindrical shape that can be connected to the lower opening 302 of the casing pipe 3, and is appropriately connected to the lower opening 302 of the casing pipe 3. A cylindrical portion 521 having a thickness, and a top portion 522 having an appropriate thickness having a plurality of PC steel wire insertion holes 51 through which a plurality of PC steel wires 11 can be inserted at the center of the upper end surface of the cylindrical portion 521. In addition, the lower end surface of the cylindrical portion 521 is provided with an opening 523 through which a plurality of PC steel wires 11 can be inserted. It should be noted that screw holes 524 and 525 are provided at predetermined positions on the edge and the outer periphery of the head plate 52 around the lower opening 523, respectively. The presser plate 55 is formed in a substantially disk shape that can be engaged with the lower opening 523 of the head plate 52 and the edge of the opening 523, and can cover the lower opening 523 of the head plate 52 and contact the peripheral edge thereof. A main body portion 551 having a plurality of PC steel wire insertion holes 53 corresponding to the PC steel wire insertion holes 51 in the center of the circular plane, and the head plate 52 of the main body portion 551. And a plurality of pressing portions 54 that surround the periphery of the wire insertion hole 53 from each PC steel and project into a cylindrical shape having a predetermined length. Further, in this presser plate 55, the wire insertion hole 53 is formed from the inner side of each PC steel of the main body portion 551 (in this case, the middle portion between the upper end and the lower end of the main body portion 551) to the outer side (in this case, the main body portion). It is formed in a tapered shape that is gradually expanded (expanded diameter) toward the lower end of 551. In addition, a screw hole 550 is provided in a predetermined position on the outer peripheral portion of the main body portion 551 (around the outside of the pressing portion 54). The lower head 5 is connected to the lower opening 302 of the casing pipe 3 via a fixing ring 56 and a presser ring 57. In this case, the fixing ring 56 is formed in a ring shape having an appropriate thickness that can surround the outer periphery of the head plate 52. Note that screw holes 561, 562, and 563 are provided at predetermined positions on the edge and the outer periphery of the lower opening 560 of the fixing ring 56, respectively. The presser ring 57 is formed in a substantially hat shape that can be engaged between the fixing ring 56 and the lower head 5, and a cylindrical portion 571 fitted between the fixing ring 56 and the lower head 5, and the cylindrical portion 571. And a flange 572 that abuts the edge of the lower opening 560 of the fixing ring 56 at the lower end. Screw holes 573 and 574 are provided at predetermined positions on the flange 572 and the outer peripheral portion of the presser ring 56, respectively. In this way, when the casing pipe 3 is inserted into the hole 100 for passing through the anchor material of the working room ceiling slab 101, and a plurality of PC steel strands 11 are inserted into the casing pipe 3, the casing pipe 3 A fixing ring 56, a head plate 52, a presser ring 57, and a presser plate 55 are sequentially attached to the lower part. In this case, the fixing ring 56 is brought into contact with the lower part of the casing 3 (between the bearing pressure plate 32 and the fixing ring 56 of the casing pipe 3) via the seat packing 223, and the screw provided on the bearing pressure plate 32 of the casing pipe 3. A bolt 233 is fastened and fixed between the hole 320 and a screw hole 563 provided in the outer peripheral portion of the fixing ring 56. In the head plate 52, each PC steel strand 11 is inserted into a plurality of PC steel strands through the lower opening 523 and the top portion 522 into the wire insertion hole 51, and the cylindrical portion 521 is disposed in the fixing ring 56. A holding ring 57 is fitted between the ring 521 and the fixing ring 56 via the packing 24, the pressing ring 57 compresses the packing 24, and the flange 572 of the holding ring 57 is brought into contact with the edge of the fixing ring 56. The head plate 52 is pressed into the fixing ring 56 by the pressing action of the presser ring 57. The bolts 234 are tightened between the screw holes 562 provided on the outer peripheral portion of the fixing ring 56, the screw holes 574 provided on the outer peripheral portion of the holding ring 57, and the screw holes 525 provided on the outer peripheral portion of the head plate 52. In addition, the bolts 235 are fastened and fixed between the screw holes 561 provided at the opening edge of the fixing ring 56 and the screw holes 573 provided in the flange 572 of the presser ring 57. Then, the packing 12 is passed through the wire insertion hole 51 from each PC steel of the head plate 52, and a predetermined portion of each PC steel wire 11 disposed in the opening 523. In this case, the gland packing 12 is multi-staged. Installed. The presser plate 55 is superposed on the head plate 52 by inserting each PC steel wire 11 from each PC steel through the wire insertion hole 53 to each pressing portion 54. In this case, the pressing plate 55 is fitted into the opening 523 of the head plate 52 such that each pressing portion 54 on one side of the main body 551 faces the opening 523 of the head plate 52, and the outer peripheral portion of the main body 551 is the head. Screw holes 524 provided on the edge of the opening 523 of the head plate 52 and screw holes provided on the outer periphery of the presser plate 55 are brought into contact with the edge of the opening 523 of the plate 52 via the sheet packing 224. The bolt 236 is tightened and attached to the 550. In this way, the head plate 52 and the holding plate 55 are assembled, and a plurality of PC steel wire insertion holes 51 of the head plate 52 and a plurality of PC steel wire insertion holes 53 of the holding plate 55 are used to connect the PC to the lower head 5. The wire insertion part 50 is comprised from steel, and the packing compression part 50p is comprised by each press part 54 of the head plate 52 (around each wire penetration hole 51 from each PC steel) and the pressing plate 55. As shown in FIG.

複数の圧入用ジャッキ6には油圧式のセンターホールジャッキが採用される。これらのジャッキ6はそれぞれ、作業室天井スラブ101上で各アンカー材通し用の孔100に対応する位置に設置される。そして、各アンカー材通し用の孔100に通された各アンカー材1が各圧入用ジャッキ6に貫通され、各アンカー材1に取り付けられたアンカー固定金物61を介して各圧入用ジャッキ6に連結される。   A hydraulic center hole jack is employed for the plurality of press-fit jacks 6. Each of these jacks 6 is installed on the work room ceiling slab 101 at a position corresponding to each anchor material passing hole 100. Then, each anchor material 1 passed through each anchor material passing hole 100 is penetrated by each press-fit jack 6 and connected to each press-fit jack 6 via an anchor fixing hardware 61 attached to each anchor material 1. Is done.

このようにして、図1に示すように、各アンカー材1は各PC鋼より線11と作業室天井スラブ101のアンカー材通し用の各穴100との間の空隙部が各漏気防止装置2によりシールされて、下端が作業室102の下方の地盤に固定され、上端側が作業室天井スラブ101上の各圧入用ジャッキ6に連結され、各圧入用ジャッキ6により各アンカー材1を反力としてケーソン躯体Cを地盤に圧入し、沈設するようになっている。   Thus, as shown in FIG. 1, each anchor member 1 has a gap between each PC steel strand 11 and each hole 100 for anchor material passage of the work room ceiling slab 101, and each air leakage prevention device. 2, the lower end is fixed to the ground below the working chamber 102, the upper end side is connected to each press-fitting jack 6 on the working-chamber ceiling slab 101, and each anchoring material 6 is reacted by each press-fitting jack 6. The caisson housing C is press-fitted into the ground and then set.

この圧入装置Aを用いたケーソン躯体Cの圧入方法は次のとおりである。
(1)まず、ケーソン躯体Cを沈設すべき場所に、ケーソン躯体Cを設置する。
(2)次に、ケーソン躯体Cの作業室天井スラブ101に予め設けたアンカー材通し用の複数の孔100、及びケーシングパイプ3を通して地盤に削孔、アンカー材1の挿入を行い、各アンカー材1の下端部を地盤に定着する。次いで、上部ヘッド4の設置、ケーソン躯体Cの直下の掘削後の下部ヘッド5の設置、充填材の注入口311からグリース21の注入充填を行い、漏気防止装置2の組立てを完了する。これにより、各アンカー材通し用の孔100と各アンカー材1との間の空隙部を漏気防止装置2の3重構造、すなわち、ケーシングパイプ3内のグリース21と上部ヘッド4及び下部ヘッド5の各パッキン(グランドパッキン)12で遮断する。
(3)次いで、作業室天井スラブ101上のアンカー材通し用の孔100に対応する位置に圧入用ジャッキ6を設置し、これらの圧入用ジャッキ6にアンカー材固定金物61を介して各アンカー材1を連結する。
(4)このようにケーソン躯体Cに各部材をセットした上で、ケーソン躯体Cの作業室102の底部の地盤を手掘りまたは機械掘りで掘削し、その掘削土砂をケーソンシャフト(図示省略)及びケーソンロック(図示省略)を通じて地上まで搬送し排土する。
(5)このようにして作業室102内で地盤を掘削した後、各圧入用ジャッキ6により各アンカー材1を反力としてケーソン躯体Cを圧入し、沈設する。そして、ケーソン躯体Cの沈設後、ケーソン躯体C上部を構築する。なお、ケーソン躯体Cの圧入、沈設の過程で、漏気防止装置2内のグリース21の量が目減りしたときは、充填材の注入口311を通じてグリース21を補給する。
(6)そして、これら作業室102の底部の地盤を掘削する作業、圧入用ジャッキ6によりアンカー材1を反力としてケーソン躯体Cを圧入する作業、ケーソン躯体Cの圧入、沈設後、ケーソン躯体Cの上部を構築する作業を繰り返し行い、ケーソン構造物を地下深くに沈設していく。
The press-fitting method of the caisson housing C using the press-fitting device A is as follows.
(1) First, the caisson housing C is installed in a place where the caisson housing C should be set.
(2) Next, drilling holes and anchor material 1 are inserted into the ground through a plurality of holes 100 for anchor material passage provided beforehand in the work room ceiling slab 101 of the caisson housing C and the casing pipe 3, and each anchor material is inserted. Fix the lower end of 1 to the ground. Next, installation of the upper head 4, installation of the lower head 5 after excavation directly under the caisson housing C, and injection and filling of the grease 21 from the filler inlet 311 are completed, and the assembly of the air leakage prevention device 2 is completed. As a result, the gap between each anchor material passing hole 100 and each anchor material 1 is formed in the triple structure of the air leakage prevention device 2, that is, the grease 21 in the casing pipe 3, the upper head 4 and the lower head 5 Each of these packings (gland packing) 12 is used.
(3) Next, press-fit jacks 6 are installed at positions corresponding to the holes 100 for passing through the anchor material on the work room ceiling slab 101, and each anchor material is fixed to these press-fit jacks 6 via anchor material fixing hardware 61. 1 is connected.
(4) After setting each member on the caisson housing C in this way, the ground at the bottom of the work chamber 102 of the caisson housing C is excavated by hand or mechanical excavation, and the excavated soil is caisson shaft (not shown) and It is transported to the ground through caisson lock (not shown) and dumped.
(5) After excavating the ground in the work chamber 102 in this way, the caisson housing C is press-fitted with the anchor members 1 as reaction forces by the press-fitting jacks 6 and set. Then, after the caisson housing C is set, the upper part of the caisson housing C is constructed. When the amount of grease 21 in the air leakage prevention device 2 decreases during the press-fitting and setting of the caisson housing C, the grease 21 is replenished through the filler inlet 311.
(6) And after excavating the ground at the bottom of the working chamber 102, the press-fitting jack 6 with the anchor material 1 as a reaction force, the caisson housing C is press-fitted, the caisson housing C is press-fitted, and the caisson housing C is inserted. The work to build the upper part of the building is repeated, and the caisson structure is submerged deep underground.

この圧入装置Aによる工法では、複数のアンカー材1にそれぞれ、複数本のPC鋼より線11が使用されるので、各アンカー材1の施工に際して、施工誤差が生じても、各PC鋼より線11の有する柔軟性により、アンカー材1の施工誤差を柔軟に吸収することができる。そして、これらのPC鋼より線11はアンボンドチューブ10で被覆され、しかもアンボンドチューブ10内にグリース211が充填されていることで、漏気の原因となるPC鋼より線11の隙間を無くして完全に漏気を遮断することができ、また、PC鋼より線11それ自体が耐久性に優れ、ケーソン躯体Cの圧入沈設に要求される高い緊張力を負荷することができるので、ケーソン躯体Cを高載荷圧で圧入することが可能となる。
そして、これらのアンカー材1は、各アンカー材通し用の孔100と各アンカー材1との間の空隙部を漏気防止装置2による3重の漏気防止構造、すなわち、ケーシングパイプ3内の充填材(グリース)21と上部ヘッド4及び下部ヘッド5の各パッキン(グランドパッキン)12とにより遮断されるので、各アンカー材通し用の孔100と各アンカー材1との間の空隙部は確実に密封される。この場合、パッキン12に高い耐久性及びシール性を有するグランドパッキンが採用され、これがアンカー材1の所定の位置に多段状に装着され、上部ヘッド4及び下部ヘッド5の各パッキン圧縮部40p、50pにより圧縮変形されて、上部ヘッド4及び下部ヘッド5の各部で各アンカー材通し用の孔100と各アンカー材1との間の隙間を埋めるので、上部ヘッド4及び下部ヘッド5の各部で十分なシール作用が得られ、これにより、ケーシングパイプ3内のグリース21は確実に密封され、各アンカー材通し用の孔100と各アンカー材1間の空隙部の気密性は十分に確保される。そして、このような充填材21及びパッキン12の持つ高いシール性は、上記のアンボンドPC鋼より線11からなるアンカー材1を用いてケーソン躯体Cを高載荷圧で圧入する施工に適合するものとなる。このようにしてこの漏気防止装置2は1MPaクラスの高圧条件でも使用可能で、しかも充填材21のみでも、また、下部ヘッド5のパッキン12のみでも漏気を遮断できる性能があり、施工中において何れかの箇所で充填材21や上部ヘッド4のパッキン12が損傷した場合でも、安全にこれら部品の交換が可能である。また、このように高気圧下でも気密性が確保されることで、用地制限により躯体用地外へアンカーを設置する単桁構造や片持ち梁構造が採用できない場所の大深度地下へのニューマチックケーソン基礎が採用可能となる。
In the method using the press-fitting apparatus A, a plurality of PC steel strands 11 are used for each of the plurality of anchor members 1, so that even if a construction error occurs during the construction of each anchor member 1, 11, the construction error of the anchor material 1 can be absorbed flexibly. These PC steel strands 11 are covered with the unbonded tube 10, and the unbonded tube 10 is filled with the grease 211, so that there is no gap between the PC steel wires 11 causing air leakage and completely. In addition, the PC steel stranded wire 11 itself is excellent in durability and can apply high tension required for the press-fitting and sinking of the caisson housing C. It becomes possible to press-fit with high loading pressure.
And these anchor materials 1 are the triple air leak prevention structure by the air leak prevention apparatus 2 in the space | gap part between each anchor material penetration hole 100 and each anchor material 1, ie, the inside of the casing pipe 3 Since it is blocked by the filler (grease) 21 and each packing (gland packing) 12 of the upper head 4 and the lower head 5, the space between each anchor material passing hole 100 and each anchor material 1 is surely secured. Sealed. In this case, a gland packing having high durability and sealability is adopted for the packing 12, which is mounted in a multi-stage shape at a predetermined position of the anchor material 1, and the packing compression portions 40 p, 50 p of the upper head 4 and the lower head 5. And the gap between each anchor material passing hole 100 and each anchor material 1 is filled in each part of the upper head 4 and the lower head 5, so that each part of the upper head 4 and the lower head 5 is sufficient. A sealing action is obtained, whereby the grease 21 in the casing pipe 3 is reliably sealed, and the airtightness of the space between each anchor material passage hole 100 and each anchor material 1 is sufficiently secured. And the high sealing property which such a filler 21 and the packing 12 have is suitable for the construction which press-fits the caisson housing C with high loading pressure using the anchor material 1 which consists of the wire 11 from said unbonded PC steel. Become. In this way, this air leakage prevention device 2 can be used even under a high pressure condition of 1 MPa class, and has the capability of blocking air leakage only with the filler 21 or with only the packing 12 of the lower head 5, and during the construction. Even if the filler 21 or the packing 12 of the upper head 4 is damaged at any location, these parts can be safely replaced. In addition, airtightness is ensured even under high pressure in this way, so that a pneumatic caisson foundation for deep underground in places where anchors can not be installed due to site restrictions and where single-girder structures and cantilever structures cannot be used. Can be adopted.

以上説明したように、この圧入装置Aによれば、ケーソン躯体Cの作業室天井スラブ101に予め設けたアンカー材通し用の複数の孔100にそれぞれ漏気防止装置2が設置されて、これらの漏気防止装置2を介して、複数のアンカー材1が作業室天井スラブ101に貫通され、各アンカー材1の下端が作業室102の下方の地盤に固定され、上端側が作業室天井スラブ101上の各圧入用ジャッキ6に連結されて、各圧入用ジャッキ6により各アンカー材1を反力としてケーソン躯体Cを地盤に圧入し、沈設するので、圧入用反力桁の架設や撤去作業を必要とせず、その分作業能率の向上および省力化を図ることができ、ケーソン躯体Cの沈設後、直ちにケーソン躯体C上部の構築に移行することができる、また、ケーソン躯体Cの圧入、沈設作業をすべてケーソン躯体C内部で行うことができるので、他の構造物に対して近接施工が可能となり、しかも、大深度掘削にも、軟弱地盤でも沈設制御ができるので、施工精度が向上し、工程管理を確実にすることができる、ニューマチックケーソンを圧入することにより、硬質の砂層、砂礫層での圧力を最少限の先掘りで施工することができるなど、従来の作業室天井スラブ載荷方法による利点をそのまま活かすことができる。   As described above, according to the press-fitting device A, the air leakage prevention device 2 is installed in each of the plurality of holes 100 for anchor material passage provided in advance in the work room ceiling slab 101 of the caisson housing C. A plurality of anchor members 1 are passed through the work room ceiling slab 101 through the air leakage prevention device 2, the lower ends of the anchor members 1 are fixed to the ground below the work chamber 102, and the upper ends are on the work room ceiling slab 101. Each caulking jack 6 is connected to each press-fit jack 6 and each anchor material 1 is used as a reaction force to press-fit the caisson housing C into the ground and set it down. Therefore, it is necessary to construct and remove the press-fit reaction force girder. Therefore, work efficiency can be improved and labor saving can be achieved, and the caisson housing C can be immediately constructed after the caisson housing C is set. Since all installation work can be carried out inside the caisson housing C, it is possible to perform close construction on other structures, and because it is possible to control sedimentation even in deep excavation and soft ground, construction accuracy is improved. The conventional work room ceiling slab loading, which can ensure the process control, and can press the pneumatic caisson into the hard sand layer and the gravel layer with the minimum pre-drilling. The advantage of the method can be utilized as it is.

そして、この圧入装置Aでは、特に、アンカー材1にグリース入りのアンボンドPC鋼より線など、気密性を有する部材で被覆された複数のPC鋼より線11が採用されるので、アンカー材1に施工誤差が発生しても、PC鋼より線11の有する柔軟性により、アンカー材1の施工誤差を柔軟に吸収することができ、また、従来のアンカーロッドなどに比べて高い緊張力を負荷することができ、ケーソン躯体Cを高載荷圧で圧入沈設することができる。   And in this press-fit apparatus A, since the anchor material 1 employs a plurality of PC steel wires 11 covered with a member having airtightness, such as unbonded PC steel wire containing grease, the anchor material 1 Even if a construction error occurs, the flexibility of the PC steel wire 11 allows the construction error of the anchor material 1 to be absorbed flexibly, and a higher tension is applied compared to a conventional anchor rod or the like. The caisson housing C can be press-fitted and submerged at a high load pressure.

また、この圧入装置Aでは、特に、複数の漏気防止装置2がそれぞれ、全体が略筒状に形成され、充填材21が収容されるケーシングパイプ3と、ケーシングパイプ3の上下両端の開口301、302にそれぞれ当該開口301、302を密閉可能に設けられ、ケーシングパイプ3に通される複数のPC鋼より線11を挿通可能なPC鋼より線挿通部40、50及び各PC鋼より線11に装着されるパッキン12を当該PC鋼より線挿通部40、50において圧縮可能なパッキン圧縮部40p、50pを有し、各PC鋼より線11を気密に挿通する上部ヘッド4及び下部ヘッド5とを備え、各アンカー材通し用の孔100と各孔100に挿通される各アンカー材1との間の空隙部を3箇所の3重の漏気遮断構造で遮断するので、高い気圧でも気密性を十分に確保することができ、作業室天井スラブ101に設けられたアンカー材通し用の穴100からの圧縮空気の漏洩を確実に防止することができる。
そして、この場合、パッキン12にグランドパッキンが用いられ、これがアンカー材1に多段状に装着されて、上部ヘッド4及び下部ヘッド5の各パッキン圧縮部40p、50pで圧縮されるので、従来の単純なパッキンに比べて、そのシール性能を大幅に向上させることができる。
また、この場合、複数の漏気防止装置2はそれぞれ、各アンカー材通し用の孔100に嵌合可能な略筒状に形成され、充填材21が収容されて、各PC鋼より線11を気密に挿通するケーシングパイプ3と、ケーシングパイプ3の上下両端の開口301、302にそれぞれ当該開口301、302を密閉可能に設けられ、ケーシングパイプ3に通される複数のPC鋼より線11を挿通可能なPC鋼より線挿通部40、50、及び各PC鋼より線11にPC鋼より線挿通部40、50に近接してパッキン12が装着され、当該各パッキン12を各PC鋼より線挿通部40、50において圧縮可能なパッキン圧縮部40p、50pを有し、各PC鋼より線11を気密に挿通する上部ヘッド4及び下部ヘッド5とを備え、これらのケーシングパイプ3がそれぞれ、作業室天井スラブ101の各アンカー材通し用の孔100に挿着され、これらのケーシングパイプ3の上下に上部ヘッド4及び下部ヘッド5が取り付けられて設置されるので、各漏気防止装置2を作業室天井スラブ101の各アンカー材通し用の孔100に少ない部品点数で簡易に設置することができる。さらに、下部ヘッド5にあっては複数のPC鋼より線挿通孔53がそれぞれ内側から外側に向けて漸次拡開される略テーパ形状をなすので、アンカー材1の施工誤差があった場合に、この挿通孔53の略テーパ形状でアンカー材1の施工誤差を吸収することができる。
さらに、この場合、ケーシングパイプ3の充填材21やアンボンドチューブ10の充填材211に高温(約60℃程度)で流動性を発揮し、常温でちょう度200程度の硬い性状を有するグリースが採用されるので、ケーシングパイプ3やアンボンドチューブ10内の鋼線間にも充填材21、211を確実に流し込むことができ、漏気に対して有効な遮断性能を得ることができる。
In the press-fitting device A, in particular, each of the plurality of air leakage prevention devices 2 is formed in a substantially cylindrical shape, and the casing pipe 3 in which the filler 21 is accommodated, and the openings 301 at both upper and lower ends of the casing pipe 3. , 302 are provided so that the openings 301 and 302 can be hermetically sealed, and a plurality of PC steel strands 11 through which a plurality of PC steel strands 11 are inserted through the casing pipe 3 can be inserted. An upper head 4 and a lower head 5 which have packing compression portions 40p, 50p that can compress the packing 12 attached to the PC steel at the wire insertion portions 40, 50, respectively, Since the gap between each anchor material passing hole 100 and each anchor material 1 inserted through each hole 100 is blocked by three triple air leakage blocking structures, even at high atmospheric pressure It is possible to sufficiently ensure the tightness, it is possible to reliably prevent the leakage of compressed air from the hole 100 of the anchor member through which is provided in the working chamber ceiling slab 101.
In this case, a gland packing is used for the packing 12, which is attached to the anchor material 1 in a multistage shape and compressed by the packing compression portions 40 p and 50 p of the upper head 4 and the lower head 5. Compared with a new packing, its sealing performance can be greatly improved.
Further, in this case, each of the plurality of air leak prevention devices 2 is formed in a substantially cylindrical shape that can be fitted into each anchor material passing hole 100, and the filler 21 is accommodated, and each PC steel strand 11 is connected. The casing pipe 3 that is inserted in an airtight manner and the openings 301 and 302 at the upper and lower ends of the casing pipe 3 are provided so that the openings 301 and 302 can be sealed, and a plurality of PC steel strands 11 that are passed through the casing pipe 3 are inserted. A packing 12 is attached to each of the PC steel strands 11 in close proximity to the PC steel strands 40 and 50, and each of the packings 12 is inserted into each PC steel. The upper and lower heads 4 and 5 have packing compression parts 40p and 50p that can be compressed in the parts 40 and 50, and each PC steel wire 11 is hermetically inserted. Are respectively inserted into the holes 100 for passing through the anchor material of the working room ceiling slab 101, and the upper head 4 and the lower head 5 are installed on the upper and lower sides of the casing pipes 3 to prevent air leakage. The apparatus 2 can be easily installed with a small number of parts in the holes 100 for passing through the anchor members of the work room ceiling slab 101. Furthermore, in the lower head 5, since the wire insertion holes 53 are gradually tapered from the inside to the outside from the plurality of PC steels, when there is a construction error of the anchor material 1, The substantially tapered shape of the insertion hole 53 can absorb construction errors of the anchor material 1.
Further, in this case, the filler 21 of the casing pipe 3 and the filler 211 of the unbonded tube 10 exhibit fluidity at a high temperature (about 60 ° C.) and have a hard property with a consistency of about 200 at room temperature. Therefore, the fillers 21 and 211 can be reliably poured also between the steel wires in the casing pipe 3 and the unbonded tube 10, and effective blocking performance against air leakage can be obtained.

なお、この実施の形態では、上部ヘッド4及び下部ヘッド5のパッキン圧縮部40p、50pを押えプレート45、55に複数の押圧部44、54を形成することにより構成したが、この押えプレート45、55を略平板状に形成して、ヘッドプレート41、51の押えプレート45、55に対向する一方の面に複数の突状の押圧部を形成して構成してもよい。また、このパッキン圧縮部41、51は複数の押圧部に代えて、押えプレート45、55又はヘッドプレート42、52に一体の平板状の押圧部にしてこれに複数のアンカー材1の挿通孔を設けてもよい。さらに、この押圧部を押えプレート45、55又はヘッドプレート41、51から切り離し、これらヘッドプレート41、51と押えプレート45、55との間に別体の圧縮プレートを介在して構成してもよい。このようにしても上記実施の形態と同様の作用効果を得ることができる。   In this embodiment, the packing compression portions 40p, 50p of the upper head 4 and the lower head 5 are configured by forming a plurality of pressing portions 44, 54 on the pressing plates 45, 55, but the pressing plate 45, 55 may be formed in a substantially flat plate shape, and a plurality of protruding pressing portions may be formed on one surface of the head plates 41 and 51 facing the holding plates 45 and 55. Further, instead of the plurality of pressing portions, the packing compression portions 41 and 51 are formed into flat plate-like pressing portions integrated with the pressing plates 45 and 55 or the head plates 42 and 52, and the insertion holes for the plurality of anchor members 1 are formed therein. It may be provided. Further, the pressing portion may be separated from the pressing plates 45 and 55 or the head plates 41 and 51, and a separate compression plate may be interposed between the head plates 41 and 51 and the pressing plates 45 and 55. . Even if it does in this way, the effect similar to the said embodiment can be acquired.

C ニューマチックケーソン(ケーソン躯体)
101 作業室天井スラブ
102 作業室
100 アンカー材通し用の孔
A 圧入装置
1 アンカー材
10 気密性を有する部材(アンボンドチューブ)
11 PC鋼より線
12 パッキン(グランドパッキン)
2 漏気防止装置
21 充填材(グリース)
211 充填材(グリース)
221、222、223、224 シートパッキン
231、232、233、234、235、236 ボルト
24 パッキン
3 ケーシングパイプ
301、302 開口
31、32 支圧板
310、320 ねじ穴
311 充填材の注入口
312 充填材の排出口
4 上部ヘッド
40 PC鋼より線挿通部
40p パッキン圧縮部
41 PC鋼より線挿通孔
42 ヘッドプレート
421 円筒部
422 底部
423 開口
424 フランジ
425、426 ねじ穴
43 PC鋼より線挿通孔
44 押圧部
45 押えプレート
450 ねじ穴
451 本体部
5 下部ヘッド
50 PC鋼より線挿通部
50p パッキン圧縮部
51 PC鋼より線挿通孔
52 ヘッドプレート
521 円筒部
522 頂部
523 開口
524、525 ねじ穴
53 PC鋼より線挿通孔
54 押圧部
55 押えプレート
550 ねじ穴
551 本体部
56 固定リング
560 開口
561、562、563 ねじ穴
57 押えリング
571 円筒部
572 フランジ
573、574 ねじ穴
6 圧入用ジャッキ
60 アンカー固定金具
C Pneumatic caisson (Caisson enclosure)
DESCRIPTION OF SYMBOLS 101 Work room ceiling slab 102 Work room 100 Hole for anchor material passage A Press-fit device 1 Anchor material 10 Airtight member (unbond tube)
11 PC steel strand 12 Packing (Gland packing)
2 Air leakage prevention device 21 Filler (grease)
211 Filler (Grease)
221, 222, 223, 224 Sheet packing 231, 232, 233, 234, 235, 236 Bolt 24 Packing 3 Casing pipe 301, 302 Opening 31, 32 Bearing pressure plate 310, 320 Screw hole 311 Filler inlet 311 Filling material Discharge port 4 Upper head 40 PC steel strand insertion portion 40p Packing compression portion 41 PC steel strand insertion hole 42 Head plate 421 Cylindrical portion 422 Bottom 423 Opening 424 Flange 425, 426 Screw hole 43 PC steel strand insertion hole 44 Pressing portion 45 Presser plate 450 Screw hole 451 Main body part 5 Lower head 50 PC steel wire insertion part 50p Packing compression part 51 PC steel wire insertion hole 52 Head plate 521 Cylindrical part 522 Top 523 Opening 524, 525 Screw hole 53 PC steel wire Insertion hole 4 the pressing portion 55 pressing plate 550 threaded hole 551 main body portion 56 fixed ring 560 opening 561, 562, 563 threaded hole 57 pressing ring 571 cylindrical portion 572 flange 573 and 574 screw hole 6 pressed jacks 60 anchored bracket

Claims (6)

ニューマチックケーソンの下部側に形成された作業室天井スラブに複数のアンカー材通し用の孔が設けられ、前記各孔に挿通される複数のアンカー材と、前記各孔に気密に挿着され、前記各孔と前記各アンカー材との間の空隙部を遮断する複数の漏気防止装置と、前記ニューマチックケーソン上に前記各アンカー材に対応して設置され、前記ニューマチックケーソンを押下するための複数の圧入用ジャッキとを備え、前記各アンカー材が下端を前記作業室の下方の地盤に固定され、上端側を前記各圧入用ジャッキに連結されて、前記各圧入用ジャッキにより前記各アンカー材を反力として前記ニューマチックケーソンを地盤に圧入し沈設するニューマチックケーソンの圧入装置において、
前記各アンカー材は気密性を有する部材により被覆される複数のPC鋼より線からなる、
ことを特徴とするニューマチックケーソンの圧入装置。
A plurality of anchor material passage holes are provided in the work room ceiling slab formed on the lower side of the pneumatic caisson, a plurality of anchor materials inserted through the holes, and airtightly inserted into the holes, A plurality of air leakage prevention devices that block gaps between the holes and the anchor materials, and installed on the pneumatic caisson corresponding to the anchor materials, for pressing the pneumatic caisson A plurality of press-fitting jacks, each anchor member having a lower end fixed to the ground below the working chamber, and an upper end connected to each press-fitting jack, and In a pneumatic caisson press-fitting device that presses and sinks the pneumatic caisson into the ground as a reaction force,
Each of the anchor materials is composed of a plurality of PC steel wires covered with an airtight member,
Pneumatic caisson press-fitting device characterized by that.
気密性を有する部材にアンボンドチューブが採用される請求項1に記載のニューマチックケーソンの圧入装置。   2. The pneumatic caisson press-fitting device according to claim 1, wherein an unbonded tube is used as the member having airtightness. 複数の漏気防止装置はそれぞれ、各アンカー材通し用の孔に嵌合可能な略筒状に形成され、充填材を収容されて、前記各PC鋼より線を気密に挿通するケーシングパイプと、前記ケーシングパイプの上下両端の開口にそれぞれ当該開口を密閉可能に設けられ、前記ケーシングパイプに通される複数のPC鋼より線を挿通可能なPC鋼より線挿通部、及び前記各PC鋼より線に前記PC鋼より線挿通部に近接してパッキンが装着され、当該各パッキンを前記各PC鋼より線挿通部において圧縮可能なパッキン圧縮部を有し、前記各PC鋼より線を気密に挿通する上部ヘッド及び下部ヘッドとを備える請求項1又は2に記載のニューマチックケーソンの圧入装置。   Each of the plurality of air leakage prevention devices is formed in a substantially cylindrical shape that can be fitted into each hole for passing through the anchor material, contains a filler, and a casing pipe that hermetically inserts the wire from each PC steel, The opening is provided in the upper and lower ends of the casing pipe so that the opening can be sealed, and a plurality of PC steel strands can be inserted through the casing pipe. A packing is installed near the wire insertion portion from the PC steel, and each packing has a packing compression portion that can be compressed at the wire insertion portion from the PC steel, and the wires are inserted airtightly from the PC steel. The pneumatic caisson press-fitting device according to claim 1, further comprising an upper head and a lower head. 上部ヘッド及び下部ヘッドはそれぞれ、ケーシングパイプの開口に気密に設けられ、前記ケーシングパイプに通される複数のPC鋼より線を個別に挿通可能な複数のPC鋼より線挿通孔を有するヘッドプレートと、前記ヘッドプレート上に重合可能に設けられ、前記ヘッドプレートの各PC鋼より線挿通孔に連通可能な複数のPC鋼より線挿通孔及び当該各PC鋼より線挿通孔の周囲に突状に形成され、前記PC鋼より線に装着されるパッキンを前記ヘッドプレートに向けて圧縮可能な複数の押圧部を有する押えプレートとを備える請求項3に記載のニューマチックケーソンの圧入装置。   Each of the upper head and the lower head is provided in an airtight manner in the opening of the casing pipe, and has a head plate having a plurality of PC steel strand insertion holes through which the plurality of PC steel strands passed through the casing pipe can be individually inserted. A plurality of PC steel wire insertion holes that can be connected to the wire insertion holes from each PC steel of the head plate, and projecting around the wire insertion holes from each PC steel. The pneumatic caisson press-fitting device according to claim 3, further comprising: a pressing plate that is formed and has a plurality of pressing portions that can compress the packing attached to the PC steel wire toward the head plate. 下部ヘッドの押えプレートは複数のPC鋼より線挿通孔がそれぞれ内側から外側に向けて漸次拡開される略テーパ形状をなす請求項4に記載のニューマチックケーソンの圧入装置。   5. The pneumatic caisson press-fitting device according to claim 4, wherein the presser plate of the lower head has a substantially tapered shape in which wire insertion holes are gradually expanded from a plurality of PC steels toward the outside from the inside. 各PC鋼より線のパッキンにグランドパッキンが採用され、前記各PC鋼より線の周囲に多段状に装着される請求項1乃至5のいずれかに記載のニューマチックケーソンの圧入装置。   The pneumatic caisson press-fitting device according to any one of claims 1 to 5, wherein a gland packing is adopted for packing of each of the PC steel strands, and the PC steel strands are mounted in a multistage shape around the strands of each of the PC steel strands.
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JP2003003606A (en) * 2001-06-20 2003-01-08 Sumitomo Electric Ind Ltd Unbonded covered pc-steel stranded wire
JP3439859B2 (en) * 1994-12-26 2003-08-25 大豊建設株式会社 Press-fit caisson

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JPH05156646A (en) * 1991-12-11 1993-06-22 Shiraishi:Kk Device for pressing in pneumatic caisson by using anchor passed through workroom ceiling slab
JP3439859B2 (en) * 1994-12-26 2003-08-25 大豊建設株式会社 Press-fit caisson
JPH11264135A (en) * 1998-03-17 1999-09-28 Sumitomo Electric Ind Ltd Anchor structural body
JP2003003606A (en) * 2001-06-20 2003-01-08 Sumitomo Electric Ind Ltd Unbonded covered pc-steel stranded wire

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