JP5274621B2 - Mixed rooting fluid sampling device - Google Patents

Mixed rooting fluid sampling device Download PDF

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JP5274621B2
JP5274621B2 JP2011132859A JP2011132859A JP5274621B2 JP 5274621 B2 JP5274621 B2 JP 5274621B2 JP 2011132859 A JP2011132859 A JP 2011132859A JP 2011132859 A JP2011132859 A JP 2011132859A JP 5274621 B2 JP5274621 B2 JP 5274621B2
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JP2013002096A (en
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健二 半田
俊也 坂井
晴彦 谷山
清利 児玉
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Nippon Concrete Industries Co Ltd
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Nippon Concrete Industries Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a mixed foot protection liquid sampling device capable of sampling an unconsolidated mixed foot protection liquid constructed in an excavated hole. <P>SOLUTION: A mixed foot protection liquid sampling device X includes: a main-body cylindrical body 11 which is coupled to a shaft end side of a screw shaft 107, and sections off a storage space KS and a reservoir space CS where the mixed foot protection liquid is reserved; a liquid introduction port 36 which is opened to inner and an outer peripheries of the main-body cylindrical body, and links the excavated hole and the reservoir space; an introduction opening/closing body 37 which is arranged along the inner periphery of the main-body cylindrical body, and opens and closes the liquid introduction port from inside the main-body cylindrical body; a liquid exhaust port 55 which is opened in the reservoir space, and exhausts the mixed foot protection liquid in the reservoir space; an exhaust opening/closing body which opens and closes the liquid exhaust port; a moving body 57 which is arranged in the storage space, and supported movably in an axial direction T of the main-body cylindrical body; and an energizing member 58 which is arranged in the storage space of the main-body cylindrical member, and energizes the moving body into the storage space, the moving body moving toward the storage space through the operation of working pressure against the energizing force of the energizing member. <P>COPYRIGHT: (C)2013,JPO&amp;INPIT

Description

本発明は、掘削穴の砂礫及び根固め液を撹拌混合して掘削穴内に混合根固め液を築造する工法において、掘削穴内に築造した未固結の混合根固め液を採取する混合根固め液採取装置に関する。   The present invention relates to a method for stirring and mixing sand gravel and rooting liquid in a drilling hole to build a mixed rooting liquid in the drilling hole. It relates to the collection device.

一般に、土木建築の基礎工等においては、セメントミルク工法を利用して、基礎杭を地盤に埋設(施工)している。
セメントミルク工法として、特許文献1に開示する技術は、地盤中に掘削穴を掘削形成し、セメントミルクを掘削穴に注入する。掘削穴に注入されるセメントミルクは、固定液及び充填液で構成され、掘削穴内の底側に固定液を注入する。固定液の注入によって、掘削された砂礫及固定液の混合する混合根固め液が築造される。
特許文献1に開示する技術では、セメントミルクの注入後、基礎杭を掘削穴内に進入して、未固結のセメントミルク(混合根固め液、充填液)に浸漬させる。セメントミルクに浸漬された基礎杭は、混合根固め液及び充填液の乾燥、固化によって地盤に定着、埋設される。
In general, in foundation works for civil engineering and construction, foundation piles are buried (constructed) in the ground using the cement milk method.
As a cement milk construction method, the technique disclosed in Patent Document 1 forms a drilling hole in the ground and injects cement milk into the drilling hole. The cement milk injected into the drilling hole is composed of a fixing liquid and a filling liquid, and the fixing liquid is injected into the bottom side in the drilling hole. By the injection of the fixing liquid, a mixed rooting liquid in which the excavated gravel and the fixing liquid are mixed is built.
In the technique disclosed in Patent Document 1, after injecting cement milk, the foundation pile is inserted into the excavation hole and immersed in unconsolidated cement milk (mixed root hardening liquid, filling liquid). The foundation pile immersed in cement milk is fixed and buried in the ground by drying and solidifying the mixed root hardening liquid and filling liquid.

しかし、特許文献1に開示する技術では、掘削穴内に混合根固め液を築造した直後から乾燥、固化が始まるため、混合根固め液を採取して、混合根固め液の組成分析や、混合根固め液の乾燥、固化する時間を正確に判断できないという問題がある。   However, in the technique disclosed in Patent Document 1, drying and solidification starts immediately after the mixed root-setting liquid is built in the excavation hole. Therefore, the mixed root-setting liquid is collected and the composition analysis of the mixed root-setting liquid is performed. There is a problem that the time for drying and solidifying the solidified solution cannot be accurately determined.

特開平7−2168666号公報Japanese Patent Laid-Open No. 7-2168666

本発明は、掘削穴内に築造された未固結の混合根固め液を採取でき、混合根固め液の組成分析や乾燥、固化の時間を正確に判断できる混合根固め液採取装置を提供することにある。   The present invention provides a mixed root solids collection device capable of collecting unconsolidated mixed root solids built in an excavation hole and accurately determining the composition analysis, drying and solidification time of the mixed root solids. It is in.

本発明に係る請求項1は、地盤に進退され、前記地盤中に掘削穴を形成するオーガヘッド、及び前記オーガヘッドに連結され、前記掘削穴に進退されるスクリュ軸を備え、前記スクリュ軸内の流体通路を通して前記オーガヘッドから根固め液を前記掘削穴内に注入し、前記スクリュ軸の回転で前記掘削穴の砂礫及び前記根固め液を撹拌混合して前記掘削穴内に混合根固め液を築造する施工設備において、前記オーガヘッドを取外した前記スクリュ軸の軸端側に連結され、前記掘削穴の前記混合根固め液に浸漬されて未固結の前記混合根固め液を採取する混合根固め液採取装置であって、前記スクリュ軸の軸端側に連結され、前記スクリュ軸の軸方向に収納空間、及び前記混合根固め液を貯留する貯留空間を区画する本体筒体と、前記本体筒体の内外周に開口され、前記掘削穴及び前記貯留空間を連通する液導入口と、前記本体筒体の内周に沿って配置され、前記液導入口を前記本体筒体の内側から開閉する導入開閉体と、前記本体筒体の前記貯留空間内に開口され、前記貯留空間の前記混合根固め液を排出する液排出口と、前記液排出口を開閉する排出開閉体と、前記本体筒体の前記収納空間内に配置され、前記本体筒体の軸方向に移動自在に支持される移動体と、前記本体筒部材の前記収納空間内に配置され、前記移動体を前記収納空間内に付勢する付勢部材を含んで構成され、前記導入開閉筒体は、前記本体筒体の軸方向において、前記液導入口を閉塞する閉塞位置、及び前記液導入口を開放する開放位置の間で移動され、(1)前記移動体は、前記本体筒体の前記貯留空間内で前記導入開閉筒体に連結され、前記スクリュ軸の前記流体通路に接続され、前記流体通路から導入される作動圧に基づいて、前記付勢部材の付勢力に抗して前記貯留空間側に移動し、前記導入開閉筒体は、前記移動体の前記貯留空間側への移動に伴って、前記閉塞位置から前記開放位置に移動され、(2)移動体は、前記流体通路の前記作動圧の開放に基づいて、前記付勢部材の付勢力で前記収納空間側に移動し、前記導入開閉筒体は、前記移動体の前記収納空間側への移動に基づいて、前記開放位置から前記閉塞位置に移動されることを特徴とする混合根固め液採取装置である。   A first aspect of the present invention includes an auger head that is advanced and retracted into the ground and forms a drilling hole in the ground, and a screw shaft that is connected to the auger head and is advanced and retracted into the drilling hole. The rooting liquid is injected into the drilling hole from the auger head through the fluid passage, and the mixed rooting liquid is built in the drilling hole by stirring and mixing the gravel and the rooting liquid in the drilling hole by rotating the screw shaft. In the construction equipment to be mixed, the mixed root consolidation is connected to the shaft end side of the screw shaft from which the auger head has been removed, and the unmixed mixed root consolidation liquid is collected by being immersed in the mixed root consolidation liquid in the excavation hole. A main body cylinder that is a liquid sampling device and is connected to an axial end side of the screw shaft, and defines a storage space and a storage space for storing the mixed rooting liquid in an axial direction of the screw shaft, and the main body cylinder body A liquid introduction port that opens to the inner and outer circumferences and communicates with the excavation hole and the storage space, and an introduction opening and closing that is arranged along the inner circumference of the main body cylinder and opens and closes the liquid introduction port from the inside of the main body cylinder A body, a liquid discharge port that opens into the storage space of the main body cylinder, discharges the mixed root-setting liquid in the storage space, a discharge opening / closing body that opens and closes the liquid discharge port, and a main body cylinder A movable body that is disposed in the storage space and is supported so as to be movable in the axial direction of the main body cylinder, and is disposed in the storage space of the main body cylinder member, and urges the movable body in the storage space. The introduction opening / closing cylinder moves between a closing position for closing the liquid introduction port and an opening position for opening the liquid introduction port in the axial direction of the main body cylinder. (1) The movable body is located in the storage space of the main body cylinder. Connected to the introduction opening / closing cylinder, connected to the fluid passage of the screw shaft, and moved to the storage space side against the urging force of the urging member based on the operating pressure introduced from the fluid passage The introductory opening / closing cylinder is moved from the closed position to the open position as the moving body moves toward the storage space, and (2) the moving body has the operating pressure of the fluid passage. Based on the opening, the urging force of the urging member moves to the storage space side, and the introduction opening / closing cylinder is moved from the open position to the closed position based on the movement of the moving body toward the storage space. It is a mixed root solids collection device characterized by being moved to.

本発明に係る請求項2は、前記本体筒体は、前記スクリュ軸の軸端側から前記収納空間及び前記貯留空間を区画する仕切部材と、前記仕切部材に配置されるシール部材を備え、前記移動体は、前記収納空間内から前記仕切部材を挿通して前記貯留空間に延設されて、貯留空間内で前記導入開閉筒体に連結され、前記シール部材は、前記移動体に当接して前記収納空間を前記貯留空間から密封することを特徴とする請求項1に記載の混合根固め液採取装置である。   According to a second aspect of the present invention, the main body cylinder includes a partition member that partitions the storage space and the storage space from an axial end side of the screw shaft, and a seal member that is disposed on the partition member, The movable body is inserted into the storage space through the partition member, is extended to the storage space, is connected to the introduction opening / closing cylinder in the storage space, and the seal member is in contact with the mobile body. The mixed rooting fluid collection device according to claim 1, wherein the storage space is sealed from the storage space.

本発明に係る請求項3は、地盤中に形成される掘削穴内に根固め液を注入し、前記掘削穴の砂礫及び前記根固め液を撹拌混合して前記掘削穴内に混合根固め液を築造する工法において、前記掘削穴の前記混合根固め液に浸漬され、未固結の前記混合根固め液を採取する混合根固め液採集装置であって、前記掘削穴に進退自在にされ、収納空間、及び前記混合根固め液を貯留する貯留空間を区画する本体ユニットと、前記貯留空間に開口され、前記掘削穴及び前記貯留空間を連通する液導入口手段と、前記貯留空間内に配置され、前記液導入口手段を前記本体ユニット内から開閉する導入開閉手段と、前記貯留空間に開口され、前記貯留空間の前記混合根固め液を排出する液排出口手段と、前記液排出口手段を開閉する排出開閉手段と、前記収納空間内に配置され、前記導入開閉手段に連結されるアクチュエータ手段を含んで構成され、前記導入開閉手段は、前記液導入口手段を閉塞する閉塞位置、及び前記液導入口手段を開放する開放位置の間で移動され、前記アクチュエータ手段は、前記導入開閉手段を、前記閉塞位置から前記開放位置へ、又は前記開放位置から前記閉塞位置へ移動させることを特徴とする混合根固め液採取装置である。   According to a third aspect of the present invention, a rooting liquid is injected into a drilling hole formed in the ground, and the gravel and the rooting liquid in the drilling hole are stirred and mixed to build a mixed rooting liquid in the drilling hole. In the construction method, a mixed root-setting liquid collecting device that collects the unmixed mixed root-setting liquid that is immersed in the mixed root-setting liquid in the excavation hole, and is movable forward and backward in the excavation hole, and is a storage space. And a main body unit that defines a storage space for storing the mixed root-setting liquid, a liquid inlet means that is open to the storage space and communicates with the excavation hole and the storage space, and is disposed in the storage space. Opening and closing means for opening and closing the liquid inlet means from within the main unit, liquid outlet means for opening the storage space and discharging the mixed rooting liquid in the storage space, and opening and closing the liquid outlet means Discharge opening and closing means for An actuator means is disposed in the space and connected to the introduction opening / closing means, and the introduction opening / closing means is a closed position for closing the liquid introduction port means, and an open position for opening the liquid introduction port means. And the actuator means moves the introduction opening / closing means from the closed position to the open position or from the open position to the closed position. .

本発明に係る請求項1、2において、既存の施工設備において、根固め粉末及び掘削水を撹拌混合して前記根固め液を生成する撹拌混合機と、前記作動圧に使用する水を貯留する水貯留機と、前記撹拌混合機及び前記水貯留機に接続される切換弁装置と、前記スクリュ軸内の流体通路及び前記切換弁装置に接続される液圧ポンプ機を備え、前記切換弁装置は、前記流体流路と前記撹拌混合機、前記流体通路と前水貯留機、又は前記流体通路と大気に切換接続し、前記液圧ポンプは、撹拌混合機の前記根固め液を前記流体通路に吐出し、又は前記移動体を移動する作動圧水を前記流体通路に吐出する構成を採用できる。   In Claims 1 and 2 according to the present invention, in an existing construction facility, a stirrer / mixer that stirs and mixes root-solidified powder and drilling water to generate the root-solidified liquid, and stores water used for the operating pressure. A water reservoir, a switching valve device connected to the stirring mixer and the water reservoir, a fluid passage in the screw shaft, and a hydraulic pump device connected to the switching valve device, the switching valve device Is connected to the fluid flow path and the stirring mixer, the fluid passage and the pre-water reservoir, or the fluid passage and the atmosphere, and the hydraulic pump supplies the root-solidified liquid of the stirring mixer to the fluid passage. It is possible to adopt a configuration that discharges the working pressure water that is discharged into the fluid passage or the fluid passage.

本発明に係る請求項1によれば、付勢部材の付勢力で移動体を収納空間側に移動し、導入開閉体を閉塞位置にする。本体筒体をスクリュ軸の軸端側に連結し、スクリュ軸を掘削穴内に進入させることで、混合根固め液採取装置を未固結の混合根固め液に浸漬する。続いて、流体通路から移動体に作動圧を導入して、移動体を貯留空間側に移動し、導入開閉体を閉塞位置から開放位置に移動させる。これにより、未固結の混合根固め液は、液導入口から貯留空間内に流入し、本体筒体の貯留空間に貯留される。
混合根固め液を本体筒体の貯留空間に貯留すると、流体通路の作動圧を開放することで、移動体を付勢部材の付勢力で収納空間側に移動し、導入開閉体を開放位置から閉塞位置まで移動させる。続いて、スクリュ軸を掘削穴内から退避することで、混合根固め液採取装置を掘削穴内から退避させる。排出開閉体によって液排出口を開くことで、貯留空間の未固結の混合根固め液を排出し、混合根固め液の組成成分又は乾燥、固化の時間を確認する。
このように、既存の施工設備を使用(利用)して、掘削穴内に築造される未固結の混合根固め液を採取でき、混合根固め液採取装置を掘削穴に進退するための設備を別途配置する必要がない。
混合根固め液採取装置において、本体筒体に収納空間及び貯留空間を区画して、収納空間内に移動体及び付勢部材を配置したので、貯留空間に混合根固め液を貯留しても、混合根固め液が収納空間内に流入して移動体及び付勢部材に影響を与えることを抑制でき、混合根固め液で移動体及び付勢部材が腐蝕等することを防止できる。
According to the first aspect of the present invention, the moving body is moved to the storage space side by the urging force of the urging member, and the introduction opening / closing body is set to the closed position. The main body cylinder is connected to the shaft end side of the screw shaft, and the screw shaft is advanced into the excavation hole, so that the mixed root-setting liquid collecting device is immersed in the unconsolidated mixed root-setting liquid. Subsequently, operating pressure is introduced from the fluid passage to the moving body, the moving body is moved to the storage space side, and the introduction opening / closing body is moved from the closed position to the open position. As a result, the unconsolidated mixed rooting liquid flows into the storage space from the liquid inlet and is stored in the storage space of the main body cylinder.
When the mixed root-setting liquid is stored in the storage space of the main body cylinder, the moving body is moved to the storage space side by the urging force of the urging member by releasing the operating pressure of the fluid passage, and the introduction opening / closing body is moved from the open position. Move to the closed position. Subsequently, the screw shaft is retracted from the excavation hole, so that the mixed root solids collecting device is retracted from the excavation hole. By opening the liquid discharge port by the discharge opening / closing body, the unconsolidated mixed root-setting liquid in the storage space is discharged, and the composition component of the mixed root-setting liquid or the time for drying and solidification is confirmed.
In this way, existing construction equipment can be used (utilized) to collect unconsolidated mixed root solidification liquid built in the excavation hole, and equipment to advance and retreat the mixed root solidification liquid sampling device into the excavation hole. There is no need to place it separately.
In the mixed rooting liquid collecting device, the storage space and the storage space are partitioned in the main body cylinder, and the moving body and the biasing member are arranged in the storage space, so even if the mixed rooting liquid is stored in the storage space, The mixed root-setting liquid can be prevented from flowing into the storage space and affecting the moving body and the biasing member, and the moving body and the biasing member can be prevented from being corroded by the mixed root-setting liquid.

本発明に係る請求項2によれば、請求項1の効果に加えて、シール部材及び仕切部材によって収納空間を貯留空間から確実に密封できる。   According to the second aspect of the present invention, in addition to the effect of the first aspect, the storage space can be reliably sealed from the storage space by the seal member and the partition member.

本発明に係る請求項3によれば、アクチュエータ手段で導入開閉手段を閉塞位置にすることで、液導入口手段を閉塞する。本体ユニットを掘削穴内に進入して、掘削穴の混合根固め液に浸漬させる。続いて、アクチュエータ手段で導入開閉手段を開放位置にすることで、液導入口手段を開いて、掘削穴内及び本体ユニットの貯留空間を連通する。これにより、掘削穴の未固結の混合根固め液は、液導入口手段から貯留空間内に流入して、貯留空間に貯留される。
混合根固め液を貯留空間に貯留すると、アクチュエータ手段で液導入開閉手段を閉塞位置まで移動させた後、本体ユニットを掘削穴内から退避させる。続いて、排出開閉手段によって液排出口手段を開くことで、貯留空間の未固結の混合根固め液を排出し、混合根固め液の組成成分又は乾燥、固化の時間を確認する。
このように、掘削穴に混合根固め液を築造した後、混合根固め液採取装置を直ちに、掘削穴の混合根固め液に浸漬でき、乾燥、固化する前に未固結の混合根固め液(N)を採取できる。
また、本体ユニットに収納空間及び貯留空間を区画して、収納空間内にアクチュエータ手段を配置したので、貯留空間に混合根固め液を貯留しても、アクチュエータ手段は、混合根固め液の影響を受けることなく、混合根固め液で腐蝕等することを防止できる。
According to the third aspect of the present invention, the liquid introduction port means is closed by bringing the introduction opening / closing means to the closed position by the actuator means. The main unit enters the drilling hole and is immersed in the mixed rooting liquid in the drilling hole. Subsequently, by opening the introduction opening / closing means with the actuator means, the liquid introduction port means is opened, and the inside of the excavation hole and the storage space of the main unit are communicated. Thereby, the unsolidified mixed rooting liquid in the excavation hole flows into the storage space from the liquid inlet means and is stored in the storage space.
When the mixed root-setting liquid is stored in the storage space, the actuator unit moves the liquid introduction opening / closing means to the closed position, and then retracts the main unit from the excavation hole. Subsequently, the liquid discharge port means is opened by the discharge opening / closing means to discharge the unconsolidated mixed root-setting liquid in the storage space, and the composition component of the mixed root-setting liquid or the time for drying and solidification is confirmed.
In this way, after building the mixed root-setting liquid in the drilling hole, the mixed root-setting liquid sampling device can be immediately immersed in the mixed root-setting liquid in the drilling hole, and before drying and solidifying, the unsolidified mixed root-setting liquid (N) can be collected.
In addition, since the storage space and the storage space are divided into the main body unit and the actuator means is arranged in the storage space, even if the mixed rooting liquid is stored in the storage space, the actuator means is not affected by the mixed rooting liquid. It is possible to prevent corrosion and the like with the mixed root hardening liquid without receiving.

混合根固め液採取装置を示す側面図である。It is a side view which shows a mixed root hardening liquid sampling device. 図1のA−A断面図であって、導入開閉手段の閉塞位置、及び排出開閉手段の閉位置を示す図である。It is AA sectional drawing of FIG. 1, Comprising: It is a figure which shows the obstruction | occlusion position of an introductory opening / closing means, and the closed position of a discharge | release opening / closing means. 図2において、仕切部材、シール部材及び移動体を示す部分拡大断面図である。In FIG. 2, it is a partial expanded sectional view which shows a partition member, a sealing member, and a moving body. 図1のC−C拡大断面図である。It is CC sectional drawing of FIG. 図1のD−D拡大断面図であって、導入開閉手段の閉塞位置を示す図である。It is DD sectional drawing of FIG. 1, Comprising: It is a figure which shows the obstruction | occlusion position of an introductory opening / closing means. 図1のE−E拡大断面図であって、排出開閉手段の閉位置を示す図である。It is EE expanded sectional drawing of FIG. 1, Comprising: It is a figure which shows the closed position of a discharge opening / closing means. 図1のF−F拡大矢視図である。It is a FF expansion arrow line view of FIG. 図1のA−A断面図であって、掘削穴内において、導入開閉手段の開放位置、及び排出開閉手段の閉位置を示す図である。It is AA sectional drawing of FIG. 1, Comprising: It is a figure which shows the open position of the introductory opening / closing means and the close position of the discharge | release opening / closing means in a digging hole. 図1のA−A断面図であって、掘削穴内において、導入開閉手段の閉塞位置、及び排出開閉手段の閉位置を示す図である。It is AA sectional drawing of FIG. 1, Comprising: It is a figure which shows the obstruction | occlusion position of an introductory opening / closing means and the closed position of a discharge | emission opening / closing means in an excavation hole. 混合根固め液採取装置を示す一部側面図であって、蓋開閉手段を開いた状態、及び排出開閉手段の閉位置を示す図である。It is a partial side view showing the mixed rooting liquid collecting device, and is a view showing a state where the lid opening / closing means is opened and the closed position of the discharge opening / closing means. 混合根固め液採取装置を示す一部側面図であって、蓋開閉手段を開いた状態、及び排出開閉手段の開位置を示す図である。It is a partial side view which shows a mixed root hardening liquid sampling device, Comprising: It is a figure which shows the state which opened the lid | cover opening / closing means, and the open position of a discharge | emission opening / closing means. 図1のE−E拡大断面図であって、排出開閉手段の開位置を示す図である。It is EE expanded sectional drawing of FIG. 1, Comprising: It is a figure which shows the open position of a discharge opening / closing means. 混合根固め液採取装置を示す側面図であって、本体筒体の連絡筒部材を開いた状態を示す図である。It is a side view which shows a mixed root solids collection device, Comprising: It is a figure which shows the state which opened the connection cylinder member of the main body cylinder. 杭施工設備の杭施工機を示す側面図である。It is a side view which shows the pile construction machine of a pile construction facility. 杭施工設備による掘削から混合根固め液採集装置による混合根固め液の採取までの手順を示す要部拡大図である。It is a principal part enlarged view which shows the procedure from the excavation by a pile construction equipment to the extraction of the mixed root-setting liquid by a mixed root-setting liquid collection device. 杭施工設備の構成を示す模式図である。It is a mimetic diagram showing composition of pile construction equipment. 杭施工機において、杭施工機のスクリュ軸の継手軸体を示す拡大縦断面図である。In a pile construction machine, it is an expanded longitudinal cross-sectional view which shows the joint shaft body of the screw shaft of a pile construction machine. 杭施工機において、杭施工機のスクリュ軸の継手軸体を示す拡大横断面図である。In a pile construction machine, it is an expanded cross-sectional view which shows the coupling shaft body of the screw shaft of a pile construction machine.

本発明に係る混合根固め液採取装置について、図1乃至図18を参照して説明する。   A mixed rooting fluid collecting apparatus according to the present invention will be described with reference to FIGS.

図14乃至図16において、混合根固め液採集装置(X)は、地盤(G)中の掘削穴(H)に築造される未固結の混合根固め液(N)を採取する。
混合根固め液採取装置(X)は、既存の杭施工設備(Y)に連結され、杭施工設備(Y)を使用(利用)して掘削穴(H)内から未固結の混合根固め液(N)を採取する。
14 to 16, the mixed root-setting liquid collecting device (X) collects an unconsolidated mixed root-setting liquid (N) built in the excavation hole (H) in the ground (G).
The mixed rooting liquid sampling device (X) is connected to the existing pile construction equipment (Y) and uses (utilizes) the pile construction equipment (Y) to mix unsolidified mixed roots from the borehole (H). Collect the liquid (N).

以下、説明の便宜上、先ず、混合根固め液(N)の採取に使用(利用)される、杭施工設備(Y)の構成について、図14乃至図18を参照して説明する。   Hereinafter, for convenience of explanation, first, the configuration of the pile construction facility (Y) used (utilized) for collecting the mixed root hardening liquid (N) will be described with reference to FIGS. 14 to 18.

<杭施工設備(Y)の構成>
図13乃至図16において、杭施工設備(Y)は、地盤(G)中に掘削穴(H)を掘削形成し、掘削穴(H)内に充填液(M)及び根固め液(K)を注入し、掘削穴(H)の砂礫(K)及び根固め液(L)を撹拌混合して混合根固め液(N)を築造する工法を実行する。
充填液(M)及び根固め液(L)は、セメント粉末及び水等を撹拌混合して生成されるセメントミルクである。掘削穴(H)の混合根固め液(N)は、掘削された砂礫(K)及び根固め液(K)を掘削穴(H)内で撹拌混合して、掘削穴(H)の底側[拡大掘削穴(H1)]に築造される混合セメントミルクである。砂礫(K)は、砂、礫又は泥等の粘土を意味する。
<Configuration of pile construction equipment (Y)>
13 to 16, the pile construction facility (Y) excavates and forms the excavation hole (H) in the ground (G), and the filling liquid (M) and the root hardening liquid (K) in the excavation hole (H). And a method of building a mixed root hardening liquid (N) by stirring and mixing the gravel (K) and the root hardening liquid (L) in the excavation hole (H).
The filling liquid (M) and the root hardening liquid (L) are cement milk produced by stirring and mixing cement powder and water. The mixed root hardening liquid (N) in the excavation hole (H) is obtained by stirring and mixing the excavated gravel (K) and the root hardening liquid (K) in the excavation hole (H). It is mixed cement milk built in [Expanded drilling hole (H1)]. Sand gravel (K) means clay such as sand, gravel or mud.

杭施工設備(Y)は、図14乃至図16に示すように、杭施工機(A)、撹拌混合機(B)、水貯留機(C)、液圧ポンプ機(D)及び切換弁装置(E)を含んで構成される。   As shown in FIGS. 14 to 16, the pile construction facility (Y) includes a pile construction machine (A), a stirring mixer (B), a water storage machine (C), a hydraulic pump machine (D), and a switching valve device. (E) is comprised.

杭施工機(A)は、図14及び図15に示すように、地盤(G)中に掘削穴(H)を掘削形成し、掘削穴(H)内に充填液(M)及び根固め液(L)を注入し、更に掘削穴(H)の砂礫(K)及び根固め液(L)を撹拌混合して掘削穴(H)の底側である拡大掘削穴(H1)内に混合根固め液(N)を築造する。
杭施工機(A)は、掘削穴(H)内に混合根固め液(N)を築造した後、基礎杭(図示しない)を掘削穴(H)内に進入させて、掘削穴(H)の混合根固め液(N)、充填液(M)に浸漬し、混合根固め液(N)及び充填液(M)の乾燥、固化で基礎杭を地盤(G)中に定着、埋設する。
As shown in FIGS. 14 and 15, the pile construction machine (A) excavates and forms a drilling hole (H) in the ground (G), and a filling liquid (M) and a root-solidifying liquid in the drilling hole (H). (L) is injected, and the gravel (K) and the root hardening liquid (L) in the drilling hole (H) are further stirred and mixed, and mixed into the enlarged drilling hole (H1) on the bottom side of the drilling hole (H). Build a solid solution (N).
The pile construction machine (A) builds the mixed root hardening liquid (N) in the excavation hole (H), and then allows the foundation pile (not shown) to enter the excavation hole (H), thereby excavating the hole (H). The foundation piles are fixed and embedded in the ground (G) by drying and solidifying the mixed root hardening liquid (N) and the filling liquid (M).

杭施工機(A)は、図14に示すように、杭施工機本体(101)に設置されるオーガ駆動装置(102)、及び地盤(G)中に掘削穴(H)を掘削形成するスクリュオーガ(103)を含んで構成される。   As shown in FIG. 14, the pile construction machine (A) has an auger drive device (102) installed in the pile construction machine main body (101) and a screw for excavating and forming a drilling hole (H) in the ground (G). An auger (103) is included.

オーガ駆動装置(102)は、図14に示すように、昇降機構(104)及び駆動モータ(105)を備え、昇降機構(104)は駆動モータ(105)を昇降自在として支持する。   As shown in FIG. 14, the auger drive device (102) includes an elevating mechanism (104) and a drive motor (105), and the elevating mechanism (104) supports the drive motor (105) so as to be movable up and down.

スクリュオーガ(103)は、図14及び図15に示すように、オーガヘッド(106)、スクリュ軸(107)及び継手軸体(108)を備え、オーガヘッド(106)は地盤(G)中に掘削穴(H)を掘削形成する。オーガヘッド(106)は、掘削水(O)、充填液(M)又は根固め液(L)を掘削穴(H)内に注入する噴出口(図示しない)を有している。   As shown in FIGS. 14 and 15, the screw auger (103) includes an auger head (106), a screw shaft (107), and a joint shaft body (108). The auger head (106) is located in the ground (G). Excavation holes (H) are formed by excavation. The auger head (106) has a spout (not shown) for injecting drilling water (O), filling liquid (M) or rooting liquid (L) into the drilling hole (H).

スクリュ軸(107)は、図14及び図15に示すように、スクリュ羽根(109)を備え、スクリュ羽根(109)はスクリュ軸(107)の軸方向(T)に螺旋状に延設されている。
スクリュ軸(107)は、鋼管等で構成され、内部に流体通路(R)を形成している。スクリュ軸(107)の上軸端は、オーガ駆動装置(102)の駆動モータ(105)に連結され、スクリュ軸(107)の下軸端は、オーガヘッド(106)に取外自在として連結されている。スクリュ軸(107)の流体通路(R)は、オーガヘッド(106)の噴出口(図示しな)に接続される。
As shown in FIGS. 14 and 15, the screw shaft (107) includes a screw blade (109), and the screw blade (109) is spirally extended in the axial direction (T) of the screw shaft (107). Yes.
The screw shaft (107) is formed of a steel pipe or the like, and forms a fluid passage (R) inside. The upper shaft end of the screw shaft (107) is connected to the drive motor (105) of the auger drive device (102), and the lower shaft end of the screw shaft (107) is connected to the auger head (106) so as to be removable. ing. The fluid passage (R) of the screw shaft (107) is connected to a jet port (not shown) of the auger head (106).

継手軸体(108)は、図14、図15、図17及び図18に示すように、スクリュ軸(107)の下軸端側に形成され、スクリュ軸(107)の下軸端側を構成している。
継手軸体(108)は、図17及び図18に示すように、継手取付穴(110)、複数の継手側連結溝(111)、(111)、及び複数の継手側連結穴(112)、(112)を有し、継手取付穴(110)は、流体通路(R)に連続して継手軸体(108)の軸方向(T)に延設されている。継手取付穴(110)は、多角形、例えば六角形の内周形状に形成され、流体通路(R)及び継手軸体(108)の下軸端に開口している。
The joint shaft (108) is formed on the lower shaft end side of the screw shaft (107) as shown in FIGS. 14, 15, 17, and 18, and constitutes the lower shaft end side of the screw shaft (107). doing.
As shown in FIGS. 17 and 18, the joint shaft (108) includes a joint mounting hole (110), a plurality of joint side connection grooves (111), (111), and a plurality of joint side connection holes (112), The joint mounting hole (110) extends in the axial direction (T) of the joint shaft (108) continuously to the fluid passage (R). The joint mounting hole (110) is formed in a polygonal shape, for example, a hexagonal inner peripheral shape, and opens to the lower shaft end of the fluid passage (R) and the joint shaft body (108).

複数の継手側連結溝(111)、(111)は、図17及び図18に示すように、継手取付穴(110)内周に形成され、軸方向(T)に直交する幅方向(U)に間隔を隔てて配置される。各継手側連結溝(111)、(111)は、軸方向(T)及び幅方向(U)に直交する前後方向(V)に延設されている。   As shown in FIGS. 17 and 18, the plurality of joint-side connecting grooves (111) and (111) are formed in the inner periphery of the joint mounting hole (110), and the width direction (U) perpendicular to the axial direction (T). Are arranged at intervals. Each joint side connection groove (111), (111) is extended in the front-back direction (V) orthogonal to the axial direction (T) and the width direction (U).

複数の継手側連結穴(112)、(112)は、図17及び図18に示すように、各継手側連結溝(111)、(111)に連続して形成され、継手軸体(108)を前後方向(V)に貫通している。各継手側連結穴(112)、(112)は、継手取付穴(110)及び継手軸体(108)外周に開口している。   As shown in FIGS. 17 and 18, the plurality of joint side connection holes (112) and (112) are formed continuously to the joint side connection grooves (111) and (111), and the joint shaft body (108). Is penetrated in the front-rear direction (V). Each joint side connection hole (112), (112) is opened to the outer periphery of the joint mounting hole (110) and the joint shaft body (108).

上記構成の杭施工機(A)は、昇降機構(104)で駆動モータ(105)及びスクリュオーガ(103)を地盤(G)側に下降し、駆動モータ(105)でスクリュオーガ(103)を回転することで、オーガヘッド(106)及びスクリュ軸(107)で地盤(G)中に掘削穴(H)を掘削形成する(図15(a)参照)。
杭施工機(A)は、スクリュ軸(107)内の流体通路(R)を通してオーガベッド(106)から充填液(M)及び根固め液(L)を掘削穴(H)内に注入し、駆動モータ(105)でスクリュオーガ(103)を回転することで、スクリュ軸(107)のスクリュ羽根(109)で掘削穴(H)の砂礫(K)及び根固め液(L)を撹拌混合して掘削穴(H)の底側である拡大掘削穴(H1)内に混合根固め液(N)を構築する(図15(b)参照)。
杭施工機(A)は、昇降機構(104)でスクリュオーガ(103)を昇降することで、オーガヘッド(106)を地盤(G)に進退し、スクリュ軸(107)を掘削穴(H)に進退する。
The pile construction machine (A) having the above configuration lowers the drive motor (105) and screw auger (103) to the ground (G) side by the lifting mechanism (104), and the screw auger (103) by the drive motor (105). By rotating, an excavation hole (H) is excavated and formed in the ground (G) by the auger head (106) and the screw shaft (107) (see FIG. 15 (a)).
The pile construction machine (A) injects the filling liquid (M) and the root hardening liquid (L) from the auger bed (106) into the excavation hole (H) through the fluid passage (R) in the screw shaft (107), By rotating the screw auger (103) with the drive motor (105), the screw blade (109) of the screw shaft (107) stirs and mixes the gravel (K) and the root hardening liquid (L) in the drilling hole (H). Then, the mixed root hardening liquid (N) is constructed in the enlarged excavation hole (H1) which is the bottom side of the excavation hole (H) (see FIG. 15B).
The pile construction machine (A) moves the auger head (106) back and forth to the ground (G) by moving the screw auger (103) up and down with the lifting mechanism (104), and the screw shaft (107) into the excavation hole (H). Move forward and backward.

撹拌混合機(B)は、図16に示すように、セメント粉末及び水等を撹拌混合して充填液(M)及び根固め液(L)を生成する。撹拌混合機(B)は、セメントサイロ、注入ポンプ及びミキサ等で構成(図示しない)され、配管(113)を通して杭施工機(A)の流体通路(R)に接続されている。   As shown in FIG. 16, the stirring mixer (B) stirs and mixes cement powder and water to generate a filling liquid (M) and a root hardening liquid (L). The stirring mixer (B) includes a cement silo, an injection pump, a mixer, and the like (not shown), and is connected to a fluid passage (R) of the pile construction machine (A) through a pipe (113).

水貯留機(C)は、図16に示すように、水源(F)に接続され、水源(F)から供給される水を貯留する。水貯留機(C)は、配管(114)を通して撹拌混合機(B)に接続され、配管(113)から分岐する配管(115)及び配管(113)を通して杭施工機(A)の流体通路(R)に接続されている。
水貯留機(C)の貯留水は、撹拌混合機(B)において、充填液(M)及び根固め液(L)の生成に使用され、杭施工機(A)において、掘削水(O)及び混合根固め液採取装置(X)の作動圧水(P:作動圧)として使用される。
As shown in FIG. 16, the water reservoir (C) is connected to the water source (F) and stores water supplied from the water source (F). The water storage machine (C) is connected to the stirring mixer (B) through the pipe (114), and the pipe (115) branched from the pipe (113) and the fluid passage ( R).
The water stored in the water storage machine (C) is used to generate the filling liquid (M) and the root hardening liquid (L) in the agitation mixer (B), and in the pile construction machine (A), the drilling water (O) And used as working pressure water (P: working pressure) of the mixed root solids collection device (X).

液圧ポンプ機(D)は、図16に示すように、配管(113)の分岐点(a)より杭施工機(A)側に配置され、配管(113)を通して杭施工機(A)及び撹拌混合機(B)に接続されている。液圧ポンプ機(D)は、配管(113)及び配管(115)を通して水貯留機(C)に接続されている。
液圧ポンプ(D)は、撹拌混合機(B)から配管(113)を通して充填液(M)又は根固め液(L)を吸引し、一定圧力の充填液(M)又は根固め液(L)を杭施工機(A)側の配管(113)に吐出する。充填液(M)、根固め液(L)は、杭施工機(A)において、スクリュ軸(107)内の流体通路(R)に導入される。
液圧ポンプ機(D)は、水貯留機(C)から配管(115)、(113)を通して貯留水を吸引し、一定圧力の掘削水(O)、作動圧水(P)を杭施工機(A)側の配管(113)に吐出する。掘削水(O)、作動圧水(P)は、杭施工機(A)において、スクリュ軸(107)内の流体通路(R)に導入される。
As shown in FIG. 16, the hydraulic pump machine (D) is arranged on the pile construction machine (A) side from the branch point (a) of the pipe (113), and through the pipe (113), the pile construction machine (A) and It is connected to the stirring mixer (B). The hydraulic pump machine (D) is connected to the water reservoir (C) through the pipe (113) and the pipe (115).
The hydraulic pump (D) sucks the filling liquid (M) or the root hardening liquid (L) from the stirring mixer (B) through the pipe (113), and fills the liquid (M) or the root hardening liquid (L) at a constant pressure. ) To the pipe (113) on the pile construction machine (A) side. The filling liquid (M) and the root hardening liquid (L) are introduced into the fluid passage (R) in the screw shaft (107) in the pile construction machine (A).
The hydraulic pump machine (D) sucks the stored water from the water storage machine (C) through the pipes (115) and (113), and supplies the constant pressure excavation water (O) and the working pressure water (P) to the pile construction machine. Discharge into the pipe (113) on the (A) side. Drilling water (O) and working pressure water (P) are introduced into the fluid passage (R) in the screw shaft (107) in the pile construction machine (A).

切換弁装置(E)は、図16に示すように、配管(113)の分岐点(a)に配置されている。切換弁装置(E)は、3方向切換弁で構成され、液圧ポンプ機(D)と撹拌混合機(B)、液圧ポンプ機(D)と水貯留機(C)又は液圧ポンプ機(D)と大気に切換接続する。杭施工機(A)の流体通路(R)は、切換弁装置(E)の切換操作に基づいて、撹拌混合機(B)、水貯留機(C)又は大気に接続される。   As shown in FIG. 16, the switching valve device (E) is disposed at the branch point (a) of the pipe (113). The switching valve device (E) is composed of a three-way switching valve, and a hydraulic pump machine (D) and a stirring mixer (B), a hydraulic pump machine (D) and a water reservoir (C), or a hydraulic pump machine. (D) and switch to atmosphere. The fluid passage (R) of the pile construction machine (A) is connected to the stirring mixer (B), the water storage machine (C), or the atmosphere based on the switching operation of the switching valve device (E).

<混合根固め液採取装置(X)の構成>
次に、混合根固め液採取装置(X)の構成について、図1乃至図16を参照して説明する。
<Configuration of mixed root hardening liquid sampling device (X)>
Next, the configuration of the mixed root solids collection device (X) will be described with reference to FIGS.

混合根固め液採取装置(X)は、図14及び図15に示すように、スクリュ軸(107)の継手軸体(108:下軸端側)に取外自在として連結され、オーガ駆動装置(102)で掘削穴(H)の混合根固め液(N)に浸漬されて、掘削穴(H)から未固結の混合根固め液(N)を採取する。   As shown in FIGS. 14 and 15, the mixed rooting fluid collecting device (X) is detachably connected to a joint shaft body (108: lower shaft end side) of the screw shaft (107), and an auger driving device ( 102) It is immersed in the mixed root hardening liquid (N) of the excavation hole (H), and an unconsolidated mixed root hardening liquid (N) is collected from the excavation hole (H).

図1乃至図7において、混合根固め液採取装置(X)は、本体ユニット(1)、潤滑導入手段(2)、液導入口手段(3)、導入開閉手段(5)、排出開閉手段(6)、液排出口手段(7)、アクチュエータ手段(8)、蓋開閉手段(9)及び圧抜き弁手段(10)を含んで構成される。
混合根固め液採取装置(X)において、本体ユニット(1)及び蓋開閉体(9)は、図1及び図2に示すように、軸方向(T)に連続して配置され、蓋開閉部材(9)は混合根固め液採取装置(X)の下軸端側を構成している。
In FIG. 1 to FIG. 7, the mixed rooting liquid collecting device (X) includes a main body unit (1), a lubrication introducing means (2), a liquid inlet means (3), an introduction opening / closing means (5), and a discharge opening / closing means ( 6) A liquid discharge means (7), an actuator means (8), a lid opening / closing means (9) and a pressure relief valve means (10).
In the mixed rooting fluid collection device (X), the main body unit (1) and the lid opening / closing body (9) are arranged continuously in the axial direction (T) as shown in FIGS. (9) constitutes the lower shaft end side of the mixed root solids collection device (X).

本体ユニット(1)は、図1乃至図4に示すように、スクリュ軸(107)の継手軸体(108)に取外自在として連結され、スクリュ軸(107)の軸方向(T)に収納空間(KS)及び未固結の混合根固め液(N)を貯留する貯留空間(CS)を区画する。
本体ユニット(1)は、本体筒体(11)及び連結軸体(12)を備え、本体筒体(11)は、本体筒部材(14)、複数の閉鎖部材(15)、(16)、仕切部材(17)、シール部材(18)及び連絡筒部材(19)を含んで構成される。
As shown in FIGS. 1 to 4, the main unit (1) is detachably connected to the joint shaft (108) of the screw shaft (107) and is stored in the axial direction (T) of the screw shaft (107). A storage space (CS) for storing the space (KS) and the unconsolidated mixed rooting liquid (N) is defined.
The main body unit (1) includes a main body cylinder (11) and a connecting shaft body (12). The main body cylinder (11) includes a main body cylinder member (14), a plurality of closing members (15), (16), A partition member (17), a seal member (18), and a connecting cylinder member (19) are included.

本体筒部材(14)は、例えば両軸端開口の円筒状に形成されている。   The main body cylinder member (14) is formed in, for example, a cylindrical shape having both shaft end openings.

閉鎖部材(15)は、円板状に形成され、本体筒部材(14)の上軸端を閉鎖して、本体筒部材(14)に固定されている。閉鎖部材(15)には、第1挿通穴(20)が形成されている。第1挿通穴(20)は本体筒体(11)の軸方向(T)に延設されて、本体筒部材(14)内外に開口している。   The closing member (15) is formed in a disc shape, and closes the upper shaft end of the main body cylinder member (14) and is fixed to the main body cylinder member (14). A first insertion hole (20) is formed in the closing member (15). The first insertion hole (20) extends in the axial direction (T) of the main body cylinder (11) and opens into and out of the main body cylinder member (14).

閉鎖部材(16)は、円板状に形成され、本体筒部材(14)の下軸端を閉鎖して、本体筒部材(14)に固定されている。閉鎖部材(16)には、第1排出穴(21)が形成されている。第1排出穴(21)は、本体筒体(11)の軸方向(T)に延設されて、本体筒部材(14)内外に開口している。   The closing member (16) is formed in a disk shape and is fixed to the main body cylinder member (14) by closing the lower shaft end of the main body cylinder member (14). A first discharge hole (21) is formed in the closing member (16). The first discharge hole (21) extends in the axial direction (T) of the main body cylinder (11) and opens to the inside and outside of the main body cylinder member (14).

仕切部材(17)は、図2及び図3に示すように、本体筒部材(14)内に配置され、本体筒体(11)の軸方向(T)に収納空間(KS)及び貯留空間(CS)を区画している。仕切部材(17)は、円板状に形成され、本体筒部材(14)内周に沿って固定され、収納空間(KS)を貯留空間(CS)から密封区画している。仕切部材(17)には、第2挿通穴(22)が形成されている。第2挿通穴(22)は、本体筒体(11)の軸方向(T)に延設され、収納空間(KS)及び貯留空間(CS)に開口している。   As shown in FIGS. 2 and 3, the partition member (17) is disposed in the main body cylinder member (14), and the storage space (KS) and the storage space (KS) are arranged in the axial direction (T) of the main body cylinder (11). CS). The partition member (17) is formed in a disk shape, is fixed along the inner periphery of the main body cylinder member (14), and seals the storage space (KS) from the storage space (CS). A second insertion hole (22) is formed in the partition member (17). The second insertion hole (22) extends in the axial direction (T) of the main body cylinder (11) and opens into the storage space (KS) and the storage space (CS).

シール部材(18)は、図2及び図3に示すように、樹脂製又は合成ゴム製のオーリンクで構成され、仕切部材(17)に配置されている。シール部材(18)は、仕切部材(17)の第2挿通穴(22)内周に沿って取付け固定され、第2挿通穴(22)内に突出している。   As shown in FIGS. 2 and 3, the seal member (18) is made of resin or synthetic rubber, and is disposed on the partition member (17). The seal member (18) is attached and fixed along the inner periphery of the second insertion hole (22) of the partition member (17), and protrudes into the second insertion hole (22).

連絡筒部材(19)は、図2に示すように、例えば両軸端開口の円筒状に形成され、本体筒部材(14)の下軸端に配置されている。連絡筒部材(19)は、本体筒部材(14)に蝶番部材(23)で回転自在に取付られ、閉鎖部材(16)の第1排出穴(21)及び貯留空間(CS)を開閉する。
連絡筒部材(19)は、図1に示すように、貯留空間(CS)を閉鎖した状態において、固定開放機構(24)で本体筒部材(14)に回転不能として固定され、固定開放機構(24)の開放で回転自在にされる(図13参照)。
連絡筒部材(19)は、図1及び図2に示すように、合成ゴム製のパッキン(PK1)を有し、パッキン(PK1)は連絡筒部材(19)の上軸端に取付けられて、本体筒部材(14)の下軸端に当接される。
As shown in FIG. 2, the connecting cylinder member (19) is formed in, for example, a cylindrical shape with both shaft end openings, and is arranged at the lower shaft end of the main body cylinder member (14). The connecting cylinder member (19) is rotatably attached to the main body cylinder member (14) by a hinge member (23), and opens and closes the first discharge hole (21) and the storage space (CS) of the closing member (16).
As shown in FIG. 1, the connecting cylinder member (19) is fixed to the main body cylinder member (14) by the fixing / opening mechanism (24) so as not to rotate in a state where the storage space (CS) is closed. 24), it can be rotated freely (see FIG. 13).
1 and 2, the connecting cylinder member (19) has a synthetic rubber packing (PK1), and the packing (PK1) is attached to the upper shaft end of the connecting cylinder member (19). It contacts the lower shaft end of the main body cylinder member (14).

連結軸体(12)は、図1、図2及び図4に示すように、連結軸部材(25)及び連結フランジ部材(26)を備え、連結軸部材(25)は、多角形、例えば六角形の外周形状に形成されている。連結軸部材(25)は、複数の本体側連結溝(27)、(27)及び摺動穴(28)を有している。複数の本体側連結溝(27)、(27)は、連結軸部材(25)外周に形成され、幅方向(U)に間隔を隔てて配置されている。各本体側連結溝(27)、(27)は、前後方向(V)に延設されて、連結軸部材(25)を貫通している。摺動穴(28)は、連結軸体(12)の軸方向(T)に延設され、連結軸部材(25)の両軸端側に開口している。   As shown in FIGS. 1, 2 and 4, the connecting shaft body (12) includes a connecting shaft member (25) and a connecting flange member (26), and the connecting shaft member (25) is polygonal, for example, six. It is formed in a square outer peripheral shape. The connecting shaft member (25) has a plurality of main body side connecting grooves (27), (27) and a sliding hole (28). The plurality of main body side connecting grooves (27), (27) are formed on the outer periphery of the connecting shaft member (25), and are arranged at intervals in the width direction (U). Each main body side connection groove (27), (27) extends in the front-rear direction (V) and penetrates the connection shaft member (25). The sliding hole (28) extends in the axial direction (T) of the connecting shaft body (12) and opens on both shaft end sides of the connecting shaft member (25).

連結フランジ部材(26)は、連結軸部材(15)の下軸端側に一体形成され、連結軸部材(25)外周から突出している。   The connecting flange member (26) is integrally formed on the lower shaft end side of the connecting shaft member (15) and protrudes from the outer periphery of the connecting shaft member (25).

本体ユニット(1)は、図1及び図2に示すように、本体筒体(11)及び連結軸体(12)を連結して構成される。本体筒体(11)及び連結軸体(12)の連結は、閉鎖部材(15)及び連結フランジ部材(26)を複数のボルト(29)で締結する。これにより、連結軸体(12)の摺動穴(28)は、閉鎖部材(15)の第1挿通穴(20)を通して収納空間(KS)に連通される。
本体ユニット(1)は、図1、図2及び図4に示すように、スクリュ軸(107)の継手軸体(108:下軸端側)に取外自在として連結される。本体ユニット(1)の連結は、連結軸体(12)の連結軸部材(25)を継手軸体(108)の継手取付穴(110)内に挿入し、各継手側連結溝(111)、(111)及び本体側連結溝(27)、(27)で複数の連結溝穴(30)、(30)を形成する。続いて、複数の固定軸部材(31)、(31)を用意し、各固定軸部材(31)、(31)を継手軸体(108)の各継手側連結穴(112)、(112)及び各連結溝穴(30)、(30)に挿通することで、本体ユニット(1)を継手軸体(108)に連結して固定する。これにより、本体ユニット(1)の摺動穴(28)は、図2に示すように、流体通路(R)に連通され、本体ユニット(1)には、軸方向(T)において、スクリュ軸(108)の下軸端側から収納空間(KS)及び貯留空間(CS)が区画される。
As shown in FIGS. 1 and 2, the main body unit (1) is configured by connecting a main body cylinder (11) and a connecting shaft body (12). The main body cylinder (11) and the connecting shaft body (12) are connected by fastening the closing member (15) and the connecting flange member (26) with a plurality of bolts (29). Thereby, the sliding hole (28) of the connecting shaft body (12) communicates with the storage space (KS) through the first insertion hole (20) of the closing member (15).
As shown in FIGS. 1, 2 and 4, the main unit (1) is detachably connected to a joint shaft body (108: lower shaft end side) of the screw shaft (107). The main unit (1) is connected by inserting the connecting shaft member (25) of the connecting shaft body (12) into the joint mounting hole (110) of the joint shaft body (108), and connecting each joint side connecting groove (111), (111) and the main body side connection grooves (27), (27) form a plurality of connection groove holes (30), (30). Subsequently, a plurality of fixed shaft members (31), (31) are prepared, and each fixed shaft member (31), (31) is connected to each joint side connection hole (112), (112) of the joint shaft body (108). And the main body unit (1) is connected and fixed to the joint shaft body (108) by being inserted into each of the connection slots (30) and (30). Thereby, as shown in FIG. 2, the sliding hole (28) of the main unit (1) communicates with the fluid passage (R), and the main unit (1) has a screw shaft in the axial direction (T). (108) A storage space (KS) and a storage space (CS) are partitioned from the lower shaft end side.

潤滑導入手段(2)は、図2に示すように、収納空間(KS)内に潤滑剤(潤滑油、グリース等)を導入する。
潤滑導入手段(2)は、潤滑導入軸部材(32)及びグリースニップル(33)を備え、潤滑導入軸部材(32)は、本体筒体(11)の収納空間(KS)に配置される。潤滑導入軸部材(32)は、仕切部材(17)に固定され、軸方向(T)において、閉鎖部材(15)側まで延設されている。
潤滑導入軸部材(32)は、第3挿通穴(34)及び潤滑通路(35)を有し、第3挿通穴(35)は、第1、第2挿通穴(20)、(22)及び摺動穴(28)と同軸心として本体筒体(11)の軸方向(T)に延設されている。第3挿通穴(34)は、潤滑導入軸部材(32)の上軸端に開口され、閉鎖部材(15)の第1挿通穴(20)を通して摺動穴(28)に連通している。第3挿通穴(34)は、潤滑導入軸部材(32)の下軸端に開口され、仕切部材(17)の第2挿通穴(22)を通して貯留空間(CS)に連通している。
The lubrication introducing means (2) introduces a lubricant (lubricating oil, grease, etc.) into the storage space (KS), as shown in FIG.
The lubrication introduction means (2) includes a lubrication introduction shaft member (32) and a grease nipple (33), and the lubrication introduction shaft member (32) is disposed in the storage space (KS) of the main body cylinder (11). The lubrication introducing shaft member (32) is fixed to the partition member (17) and extends to the closing member (15) side in the axial direction (T).
The lubrication introduction shaft member (32) has a third insertion hole (34) and a lubrication passage (35), and the third insertion hole (35) includes the first and second insertion holes (20), (22), and The main body cylinder (11) extends in the axial direction (T) as a coaxial center with the sliding hole (28). The third insertion hole (34) is opened at the upper shaft end of the lubrication introduction shaft member (32) and communicates with the sliding hole (28) through the first insertion hole (20) of the closing member (15). The third insertion hole (34) opens at the lower shaft end of the lubrication introduction shaft member (32) and communicates with the storage space (CS) through the second insertion hole (22) of the partition member (17).

潤滑通路(35)は、潤滑導入軸部材(32)の第3挿通穴(34)及び本体筒部材(14)外周に開口され、第3挿通穴(34)内を本体筒部材(14)外側に連通している。   The lubrication passage (35) is opened to the outer periphery of the third insertion hole (34) and the main body cylinder member (14) of the lubrication introduction shaft member (32), and the inside of the third insertion hole (34) is outside the main body cylinder member (14). Communicating with

グリースニップル(33)は、本体筒部材(14)外周側に位置して、潤滑通路(35)内に圧入されている。   The grease nipple (33) is located on the outer peripheral side of the main body cylinder member (14) and is press-fitted into the lubrication passage (35).

潤滑導入手段(2)において、グリースガン(図示しない)をグリースニップル(33)に装着し、グリースガン内の潤滑剤をグリースニップル(33)から潤滑通路(35)内に注入する。潤滑剤は、潤滑通路(35)から収納空間(KS)の第3挿通穴(34)内に充填される。   In the lubrication introducing means (2), a grease gun (not shown) is attached to the grease nipple (33), and the lubricant in the grease gun is injected from the grease nipple (33) into the lubrication passageway (35). The lubricant is filled into the third insertion hole (34) of the storage space (KS) from the lubrication passage (35).

液導入口手段(3)は、掘削穴(H)から混合根固め液(N)を貯留空間(CS)内に導入(流入)させる。
液導入口手段(3)は、図1、図2及び図5に示すように、複数の液導入口(36)、(36)を備え、各液導入口(36)、(36)は、本体筒部材(14)に形成されている。各液導入口(36)、(36)は、本体筒部材(14)の仕切部材(17)側に配置され、本体筒部材(14)の内外周に開口して掘削穴[H:拡大掘削穴(H1)]及貯留空間(CS)を連通する。複数の液導入口(36)、(36)は、図5に示すように、本体筒部材(14)の周方向において、180度の角度を隔てて形成されている。
The liquid inlet means (3) introduces (inflows) the mixed root hardening liquid (N) into the storage space (CS) from the excavation hole (H).
As shown in FIGS. 1, 2 and 5, the liquid inlet means (3) includes a plurality of liquid inlets (36), (36), and each liquid inlet (36), (36) It is formed in the main body cylinder member (14). Each liquid introduction port (36), (36) is disposed on the partition member (17) side of the main body cylinder member (14), and opens to the inner and outer circumferences of the main body cylinder member (14). Hole (H1)] and storage space (CS). As shown in FIG. 5, the plurality of liquid inlets (36) and (36) are formed at an angle of 180 degrees in the circumferential direction of the main body cylinder member (14).

導入開閉手段(5)は、貯留空間(CS)内に配置され、液導入口手段(3)の各液導入口(36)、(36)を本体筒部材(14)の内側から開閉する。
導入開閉手段(5)は、図1、図2及び図5に示すように、導入開閉体(37)、及び複数のシール部材(38)、(38)を含んで構成され、導入開閉体(37)は、導入開閉筒部材(39)、開閉連結軸部材(40)及び複数の開閉連結部材(41)、(41)・・・を備えている。
The introduction opening / closing means (5) is disposed in the storage space (CS) and opens / closes the liquid introduction ports (36), (36) of the liquid introduction port means (3) from the inside of the main body cylinder member (14).
The introduction opening / closing means (5) includes an introduction opening / closing body (37) and a plurality of seal members (38), (38), as shown in FIGS. 37) includes an introductory opening / closing cylinder member (39), an opening / closing connecting shaft member (40), and a plurality of opening / closing connecting members (41), (41).

導入開閉筒部材(39)は、例えば両軸端開口の円筒状に形成され、本体筒体(11)の貯留空間(CS)内に配置されている。
導入開閉筒部材(39)の外径寸法は、本体筒部材(14)の内径寸法より小径に設定されている。
また、導入開閉筒部材(39)は、導入開閉筒部材(39)の軸心を本体筒部材(14)の軸心に一致させて本体筒部材(14)の内周に沿って配置されて、本体筒体(11)の軸方向(T)に摺動自在(移動自在)にされている。
導入開閉筒部材(39)の摺動範囲(移動範囲)は、貯留空間(KS)において、閉鎖部材(16)及び仕切部材(17)間に設定され、導入開閉筒部材(39)は、軸方向(T)において、各液導入口(36)、(36)を閉塞する閉塞位置(Q1:図1及び図2参照)、及び各液導入口(36)、(36)を開放する開放位置(Q2:図8参照)の間で摺動(移動)される。
閉塞位置(Q1)において、導入開閉筒部材(39)の上軸端は仕切部材(17)に当接して、軸方向(T)の上方側への摺動(移動)を規制し、各液導入口(36)、(36)を閉塞する。
開放位置(Q2)において、導入開閉筒部材(39)の下軸端は閉塞部材(16)に当接して、軸方向(T)の下方側への摺動(移動)を規制し、各液導入口(36)、(36)を開放する。
The introduction opening / closing cylinder member (39) is formed in, for example, a cylindrical shape having both axial end openings, and is disposed in the storage space (CS) of the main body cylinder (11).
The outer diameter dimension of the introduction opening / closing cylinder member (39) is set to be smaller than the inner diameter dimension of the main body cylinder member (14).
The introduction opening / closing cylinder member (39) is disposed along the inner periphery of the body cylinder member (14) with the axis of the introduction opening / closing cylinder member (39) aligned with the axis of the body cylinder member (14). The main body cylinder (11) is slidable (movable) in the axial direction (T).
The sliding range (movement range) of the introduction opening / closing cylinder member (39) is set between the closing member (16) and the partition member (17) in the storage space (KS), and the introduction opening / closing cylinder member (39) In the direction (T), a closed position (Q1: see FIGS. 1 and 2) for closing the liquid inlets (36) and (36), and an open position for opening the liquid inlets (36) and (36). (Q2: see FIG. 8).
In the closed position (Q1), the upper shaft end of the introduction opening / closing cylinder member (39) abuts on the partition member (17) to restrict sliding (moving) upward in the axial direction (T). The inlets (36) and (36) are closed.
In the open position (Q2), the lower shaft end of the introduction opening / closing cylinder member (39) is in contact with the closing member (16) to restrict the downward sliding (movement) in the axial direction (T). The introduction ports (36) and (36) are opened.

開閉連結軸部材(40)は、図2及び図5に示すように、導入開閉筒部材(39)内に位置して、開閉連結軸部材(40)の軸心を導入開閉筒部材(39)の軸心に一致させて配置されている。   As shown in FIGS. 2 and 5, the opening / closing connecting shaft member (40) is positioned in the introduction opening / closing cylinder member (39), and the shaft center of the opening / closing connection shaft member (40) is introduced into the opening / closing cylinder member (39). It is arranged so as to coincide with the axis.

複数の開閉連結部材(41)、(41)・・・は、導入開閉筒部材(39)内に配置されている。各開閉連結部材(41)、(41)・・・の各端側は、導入開閉筒部材(39)内周及び開閉連結軸部材(40)外周に固定されている。各開閉連結部材(41)、(41)・・・は、図5に示すように、導入開閉筒部材(39)の周方向に、90度の均等角度を隔てて配置され、各開閉連結部材(41)、(41)・・・の間に液流通口(43)、(43)・・・を形成している。
各開閉連結部材(41)、(41)・・・は、液流通穴(44)を有し、液流通穴(44)は本体筒体(11)の軸方向(T)に貫通されている。
The plurality of opening / closing connecting members (41), (41),... Are arranged in the introduction opening / closing cylinder member (39). Each end side of each open / close connecting member (41), (41),. As shown in FIG. 5, the open / close connecting members (41), (41)... Are arranged at an equal angle of 90 degrees in the circumferential direction of the introducing open / close cylindrical member (39). Liquid flow ports (43), (43),... Are formed between (41), (41),.
Each of the open / close connecting members (41), (41)... Has a liquid circulation hole (44), and the liquid circulation hole (44) is penetrated in the axial direction (T) of the main body cylinder (11). .

複数のシール部材(38)、(38)は、超高分子樹脂製又は合成ゴム製のリングに構成され、図2及び図5に示すように、本体筒部材(14)内周及び導入開閉筒部材(39)外周の間に配置されている。各シール部材(38)、(38)は、各液導入口(36)、(36)を囲繞して配置され、本体筒部材(14)内周に取付け固定されている。   The plurality of seal members (38) and (38) are configured as rings made of ultra high molecular resin or synthetic rubber, and as shown in FIGS. 2 and 5, the inner periphery of the main body cylinder member (14) and the introduction opening / closing cylinder It arrange | positions between member (39) outer periphery. The seal members (38) and (38) are disposed so as to surround the liquid introduction ports (36) and (36), and are attached and fixed to the inner periphery of the main body cylinder member (14).

導入開閉手段(5)において、導入開閉筒部材(39)の軸方向(T)の寸法は、各シール部材(38)、(38)の軸方向(T)の寸法、及び各液導入口(36)、(36)の軸方向(T)の寸法より大きく設定されている。これにより、導入開閉筒体(37)の導入開閉筒部材(39)は、各シール部材(38)、(38)に摺接しながら本体筒体(11)の軸方向(T)に移動される。
また、閉塞位置(Q1)において、各シール部材(38)、(38)全周は、導入開閉筒部材(39)外周に当接して、導入開閉筒部材(39)と協働で各液導入口(36)、(36)を閉塞している(図1及び図2参照)。
更に、開放位置(Q2)において、各シール部材(38)、(38)の下端側は、導入開閉筒部材(39)の外周に当接して、各液導入口(36)、(36)を開放している(図8参照)。
In the introduction opening / closing means (5), the dimension in the axial direction (T) of the introduction opening / closing cylinder member (39) is the dimension in the axial direction (T) of each seal member (38), (38), and each liquid inlet ( 36) and (36) are set larger than the dimension in the axial direction (T). Accordingly, the introduction opening / closing cylinder member (39) of the introduction opening / closing cylinder (37) is moved in the axial direction (T) of the main body cylinder (11) while being in sliding contact with the seal members (38), (38). .
Further, at the closed position (Q1), the entire circumference of each of the seal members (38), (38) is in contact with the outer periphery of the introduction opening / closing cylinder member (39) and cooperates with the introduction opening / closing cylinder member (39). The mouths (36) and (36) are closed (see FIGS. 1 and 2).
Furthermore, in the open position (Q2), the lower end side of each seal member (38), (38) is in contact with the outer periphery of the introduction opening / closing cylinder member (39), and the liquid introduction ports (36), (36) are opened. Open (see FIG. 8).

排出開閉手段(7)は、液排出口手段(8)を開閉する。
排出開閉手段(7)は、図1、図2及び図6、図7に示すように、本体筒体(11)の連絡筒部材(19)内に配置され、排出開閉体(42)を備えている。
排出開閉体(42)は、排出開閉筒部材(45)、複数の閉鎖部材(46)、(47)、排出開閉軸部材(48)、支持軸部材(49)及び操作部材(50)を含んで構成される。
The discharge opening / closing means (7) opens and closes the liquid discharge port means (8).
As shown in FIGS. 1, 2, 6, and 7, the discharge opening / closing means (7) is disposed in the connecting cylinder member (19) of the main body cylinder (11) and includes a discharge opening / closing body (42). ing.
The discharge opening / closing body (42) includes a discharge opening / closing cylinder member (45), a plurality of closing members (46), (47), a discharge opening / closing shaft member (48), a support shaft member (49), and an operation member (50). Consists of.

排出開閉筒部材(45)は、図2及び図6に示すように、例えば両軸端開口の円筒状に形成され、連絡筒部材(19)内に配置されている。排出開閉筒部材(45)は、本体筒体(11)の軸方向(T)に延設され、排出開閉筒部材(45)の下軸端側は連結筒部材(19)内から突出している。
排出開閉筒部材(45)は、図2及び図6に示すように、液取出口(51)を有し、液取出口(51)は、排出開閉筒部材(45)の下軸端側に位置して、排出開閉筒部材(45)内外周に開口している。
As shown in FIGS. 2 and 6, the discharge opening / closing cylinder member (45) is formed in, for example, a cylindrical shape having both shaft end openings, and is disposed in the communication cylinder member (19). The discharge opening / closing cylinder member (45) extends in the axial direction (T) of the main body cylinder (11), and the lower shaft end side of the discharge opening / closing cylinder member (45) protrudes from the connecting cylinder member (19). .
As shown in FIGS. 2 and 6, the discharge opening / closing cylinder member (45) has a liquid outlet (51), and the liquid outlet (51) is located on the lower shaft end side of the discharge opening / closing cylinder member (45). It is located and opens to the inner periphery of the discharge opening / closing cylinder member (45).

閉鎖部材(46)は、図2に示すように、連絡筒部材(19)内に配置され、連絡筒部材(19)の上軸端及び排出開閉筒部材(45)の上軸端を閉鎖している。閉鎖部材(46)及び排出開閉筒部材(45)は、複数のボルト(52)、(52)で連絡筒部材(19)に締結、固定されている。閉鎖部材(46)は、第2排出穴(53)を有し、第2排出穴(53)は閉鎖部材(16)の第1排出穴(21)を通して貯留空間内(CS)に連通している。   As shown in FIG. 2, the closing member (46) is disposed in the connecting cylinder member (19), and closes the upper shaft end of the connecting cylinder member (19) and the upper shaft end of the discharge opening / closing cylinder member (45). ing. The closing member (46) and the discharge opening / closing cylinder member (45) are fastened and fixed to the connecting cylinder member (19) with a plurality of bolts (52), (52). The closing member (46) has a second discharge hole (53), and the second discharge hole (53) communicates with the inside of the storage space (CS) through the first discharge hole (21) of the closing member (16). Yes.

閉鎖部材(47)は、排出開閉筒部材(45)の下軸端を閉鎖して、排出開閉筒部材(45)に固定されている。閉鎖部材(47)は、図7に示すように、案内穴(54)を有し、案内穴(54)は、排出開閉筒部材(45)の軸心に位置して、本体筒体(11)の軸方向(T)に延設されている。案内穴(54)は、排出開閉筒部材(45)の内外を連通している。   The closing member (47) closes the lower shaft end of the discharge opening / closing cylinder member (45) and is fixed to the discharge opening / closing cylinder member (45). As shown in FIG. 7, the closing member (47) has a guide hole (54), and the guide hole (54) is located at the axial center of the discharge opening / closing cylinder member (45), and the main body cylinder (11). ) In the axial direction (T). The guide hole (54) communicates the inside and outside of the discharge opening / closing cylinder member (45).

排出開閉軸部材(48)は、図2に示すように、排出開閉筒部材(45)内に配置され、本体筒体(11)の軸方向(T)において、各閉鎖部材(46)、(47)間に延設されている。排出開閉軸部材(48)の軸心は、排出開閉筒部材(45)の軸心に一致にされ、排出開閉軸部材(48)は、軸心を中心として回転自在にされている。   As shown in FIG. 2, the discharge opening / closing shaft member (48) is disposed in the discharge opening / closing cylinder member (45), and in the axial direction (T) of the main body cylinder (11), each closing member (46), ( 47). The axis of the discharge opening / closing shaft member (48) coincides with the axis of the discharge opening / closing cylinder member (45), and the discharge opening / closing shaft member (48) is rotatable about the axis.

支持軸部材(49)は、図2及び図6に示すように、支持軸部材(49)の軸心を排出開閉軸部材(48)の軸心に一致させて、排出開閉軸部材(48)に固定されている。支持軸部材(49)は、本体筒体(11)の軸方向(T)に延設され、閉鎖部材(47)の案内穴(54)を通して排出開閉筒部材(45)外側に突出している。   As shown in FIGS. 2 and 6, the support shaft member (49) is configured so that the shaft center of the support shaft member (49) is aligned with the shaft center of the discharge opening / closing shaft member (48). It is fixed to. The support shaft member (49) extends in the axial direction (T) of the main body cylinder (11) and protrudes outside the discharge opening / closing cylinder member (45) through the guide hole (54) of the closing member (47).

操作部材(50)は、図1、図2及び図7に示すように、排出開閉筒部材(45)外側において、支持軸部材(49)に固定されている。操作部材(50)は、本体筒体(11)の軸方向(T)に直交する前後方向(V)に延設されている。   As shown in FIGS. 1, 2, and 7, the operation member (50) is fixed to the support shaft member (49) outside the discharge opening / closing cylinder member (45). The operation member (50) extends in the front-rear direction (V) orthogonal to the axial direction (T) of the main body cylinder (11).

液排出口手段(8)は、貯留空間(CS)の混合根固め液(N)を排出する。
液排出口手段(8)は、図1、図2及び図6に示すように、液排出口(55)、及び液排出通路(56)を含んで構成され、液排出口(55)は排出開閉軸部材(48)に形成されている。液排出口(55)は、排出開閉軸部材(48)の下軸端側に位置して、液排出開閉軸部材(48)外周に開口している。液排出口(55)は、排出開閉筒部材(45)の液取出口(51)に連通する位置に配置される。
The liquid outlet means (8) discharges the mixed root hardening liquid (N) in the storage space (CS).
As shown in FIGS. 1, 2, and 6, the liquid discharge port means (8) includes a liquid discharge port (55) and a liquid discharge passage (56), and the liquid discharge port (55) discharges. An opening / closing shaft member (48) is formed. The liquid discharge port (55) is located on the lower shaft end side of the discharge opening / closing shaft member (48) and is open to the outer periphery of the liquid discharge opening / closing shaft member (48). The liquid discharge port (55) is arranged at a position communicating with the liquid outlet (51) of the discharge opening / closing cylinder member (45).

液排出通路(56)は、排出開閉軸部材(48)に形成され、液排出口(55)に連通されている。液排出通路(56)は、本体筒体(11)の軸方向(T)に延設され、各閉鎖部材(16)、(46)の第1、第2排出穴(21)、(53)を通して貯留空間(CS)内に連通されている。   The liquid discharge passage (56) is formed in the discharge opening / closing shaft member (48) and communicates with the liquid discharge port (55). The liquid discharge passage (56) extends in the axial direction (T) of the main body cylinder (11), and the first and second discharge holes (21), (53) of the closing members (16), (46). Through the storage space (CS).

排出開閉手段(6)及び液排出口手段(7)において、操作部材(50)を回転することで、排出開閉軸部材(48)は、排出開閉筒部材(45)で液排出口を閉塞する閉位置(S1:図1、図6及び図10参照)、及び排出開閉筒部材(45)の液取出穴(51)に液排出口(55)を連通する開位置(S2:図11及び図12参照)の間で回転される。これにより、排出開閉手段(6)は、液排出口手段(7)の液排出口(55)を開閉する。   In the discharge opening / closing means (6) and the liquid discharge port means (7), by rotating the operation member (50), the discharge opening / closing shaft member (48) closes the liquid discharge port by the discharge opening / closing cylinder member (45). Closed position (S1: see FIG. 1, FIG. 6 and FIG. 10) and open position (S2: FIG. 11 and FIG. 12). Thus, the discharge opening / closing means (6) opens and closes the liquid discharge port (55) of the liquid discharge port means (7).

アクチュエータ手段(8)は、本体ユニット(1)の収納空間(KS)内に配置され、導入開閉手段(5)を閉塞位置(Q1)及び開放位置(Q2)間で摺動(移動)させる。
アクチュエータ手段(8)は、杭施工機(A)の流体通路(R)に導入される作動圧水(P)を使用(利用)して、導入開閉手段(5)の導入開閉筒部材(37)を摺動(移動)させる。
The actuator means (8) is disposed in the storage space (KS) of the main unit (1), and slides (moves) the introduction opening / closing means (5) between the closed position (Q1) and the open position (Q2).
The actuator means (8) uses (uses) the working pressure water (P) introduced into the fluid passage (R) of the pile construction machine (A), and introduces the opening / closing cylinder member (37) of the introduction opening / closing means (5). ) Is slid (moved).

アクチュエータ手段(8)は、図2に示すように、移動体(57)、付勢部材(58)及び複数のシール部材(59)、(59)を含んで構成され、移動体(57)は、連結軸体(12)内及び収納空間(KS)内に配置されている。移動体(57)は、摺動ピストン部材(60)及び連結ピストン部材(61)で構成されている。   As shown in FIG. 2, the actuator means (8) includes a moving body (57), an urging member (58), and a plurality of seal members (59), (59). The moving body (57) In the connecting shaft body (12) and the storage space (KS). The moving body (57) includes a sliding piston member (60) and a connecting piston member (61).

摺動ピストン軸部材(60)は、本体ユニット(1)の軸方向(T)に摺動自在(移動自在)として摺動穴(28)内に配置され、閉鎖部材(15)の第1挿通穴(20)を通して第3挿通穴(34)内に延設されている。   The sliding piston shaft member (60) is disposed in the sliding hole (28) so as to be slidable (movable) in the axial direction (T) of the main unit (1), and the first insertion of the closing member (15). It extends in the 3rd penetration hole (34) through the hole (20).

連結ピストン軸部材(61)は、収納空間(KS)の第3挿通穴(34)内において、摺動ピストン軸部材(60)の下軸端から縮径して形成されている。連結ピストン軸部材(61)は、軸方向(T)において、仕切部材(17)の第2挿通穴(22)を通して貯留空間(CS)内に延設されている。
連結ピストン軸部材(61)は、図2及び図3に示すように、仕切部材(17)の第2挿通穴(22)内において、シール部材(18)に摺動自在として当接されている。
これにより、仕切部材(17)の第2挿通穴(22)は、連結ピストン部材(61)及びシール部材(18)で閉鎖され、シール部材(18)は、移動体(57)の連結ピストン部材(61)に当接して、収納空間(KS)を貯留空間(CS)から密封する。
The connecting piston shaft member (61) is formed with a reduced diameter from the lower shaft end of the sliding piston shaft member (60) in the third insertion hole (34) of the storage space (KS). The connecting piston shaft member (61) extends in the storage space (CS) through the second insertion hole (22) of the partition member (17) in the axial direction (T).
As shown in FIGS. 2 and 3, the connecting piston shaft member (61) is slidably contacted with the seal member (18) in the second insertion hole (22) of the partition member (17). .
Thereby, the 2nd penetration hole (22) of a partition member (17) is closed with a connection piston member (61) and a seal member (18), and a seal member (18) is a connection piston member of a movable body (57). (61) is contacted, and the storage space (KS) is sealed from the storage space (CS).

連結ピストン部材(61)は、図2及び図4に示すように、連結ピストン軸部材(61)の軸心を導入開閉手段の開閉連結軸部材(40)の軸心に一致させて、開閉連結軸部材(40)に連結されている。
これにより、連結ピストン軸部材(61)は、開閉連結軸部材(40)、及び複数の開閉連結部材(41)、(41)・・・で導入開閉筒部材(39)に連結される。
As shown in FIGS. 2 and 4, the connecting piston member (61) is opened / closed by aligning the axis of the connecting piston shaft member (61) with the axis of the opening / closing connecting shaft member (40) of the introduction opening / closing means. It is connected to the shaft member (40).
Accordingly, the connecting piston shaft member (61) is connected to the introduction opening / closing cylinder member (39) by the opening / closing connection shaft member (40) and the plurality of opening / closing connection members (41), (41).

付勢部材(58)は、例えばコイルバネで構成され、収納空間(CS)の第3挿通穴(34)内で移動体(57)と同軸心として連結ピストン部材(61)外周に配置されている。付勢部材(58)は、摺動ピストン軸部材(60)の下軸端及び仕切部材(17)に当接され、移動体(57)を収納空間(KS)内に付勢している。   The urging member (58) is constituted by, for example, a coil spring, and is arranged on the outer periphery of the connecting piston member (61) as a coaxial center with the moving body (57) in the third insertion hole (34) of the storage space (CS). . The biasing member (58) is in contact with the lower shaft end of the sliding piston shaft member (60) and the partition member (17), and biases the moving body (57) into the storage space (KS).

複数のシール部材(59)、(59)は、樹脂製又は合成ゴム製のオーリングで構成され、軸方向(T)に間隔を隔てて摺動ピストン軸部材(60)外周に取付け固定されている。各シール部材(59)、(59)は、連結軸体(12)の摺動穴(28)に当接され、摺動穴(28)及び収納空間(CS)を流体通路(R)から密封している。   The plurality of seal members (59) and (59) are made of resin or synthetic rubber O-rings, and are fixedly attached to the outer periphery of the sliding piston shaft member (60) at intervals in the axial direction (T). Yes. Each of the seal members (59) and (59) is brought into contact with the slide hole (28) of the connecting shaft body (12) to seal the slide hole (28) and the storage space (CS) from the fluid passage (R). doing.

アクチュエータ手段(8)において、移動体(57)は、作動圧水(P)の作用に基づいて、付勢部材(58)の付勢力に抗して貯留空間(CS)側に移動する。導入開閉筒体(37)の導入開閉筒部材(39)は、移動体(57)の貯留空間(CS)側への移動に伴って、開放位置(Q2)側に移動される。このとき、導入開閉筒部材(39)は、開閉連結軸部材(49)の軸心に連結ピストン軸部材(61)を連結し、導入開閉筒部材(39)周方向に均等角度を隔てる複数の開閉連結部材(41)、(41)・・・を介して連結ピストン軸部材(61)に連結されるので、傾斜することなく、本体筒体(11)の軸方向(T)に移動される。
移動体(57)は、作動圧水(P)の大気への開放に基づいて、付勢部材(58)の付勢力で収納空間(KS)側に移動し、導入開閉筒部材(39)は、移動体(57)の収納空間(KS)側の移動に伴って、閉塞位置(Q1)側に移動される。
In the actuator means (8), the moving body (57) moves to the storage space (CS) side against the urging force of the urging member (58) based on the action of the working pressure water (P). The introduction opening / closing cylinder member (39) of the introduction opening / closing cylinder (37) is moved to the open position (Q2) side with the movement of the moving body (57) to the storage space (CS) side. At this time, the introduction opening / closing cylinder member (39) connects the coupling piston shaft member (61) to the shaft center of the opening / closing coupling shaft member (49), and the introduction opening / closing cylinder member (39) is spaced apart from each other at an equal angle. Since it is connected to the connecting piston shaft member (61) via the open / close connecting members (41), (41),..., It is moved in the axial direction (T) of the main body cylinder (11) without being inclined. .
The moving body (57) moves to the storage space (KS) side by the urging force of the urging member (58) based on the release of the working pressure water (P) to the atmosphere, and the introduction opening / closing cylinder member (39) As the moving body (57) moves on the storage space (KS) side, it is moved to the closed position (Q1) side.

蓋開閉手段(9)は、排出開閉手段(6)の排出開閉筒部材(45)及び操作部材(50)を被覆収納し、又は排出開閉筒部材(45)等を外部に露出する。
蓋開閉手段(9)は、図1及び図2に示すように、蓋部材(62)を備え、蓋部材(62)は、本体筒体(11)の軸方向(T)に突出する半球状に形成されている。
蓋部材(62)は、開口端を連絡筒部材(19)の下軸端に対峙させて配置されている。蓋部材(62)は、連絡筒部材(19)に蝶番部材(63)で回転自在として取付けられ、連絡筒部材(19)の下軸端を開閉する。これにより、混合根固め液採取装置(X)の下軸側は、蓋部材(61)で半球状に形成されている。
蓋部材(62)は、合成ゴム製のパッキン(PK2)を有し、パッキン(PK2)は、蓋部材(62)の開口端に取付けられ、連絡筒部材(19)の下軸端に当接される。
蓋部材(62)は、図1に示すように、連絡部材(19)の下軸端を閉鎖した状態において、内部に排出開閉筒部材(45)を被覆収納し、固定開放機構(64)で連結筒部材(19)に回転不能として固定され、固定開放機構(64)の開放で回転自在にされる(図10参照)。
The lid opening / closing means (9) covers and houses the discharge opening / closing cylinder member (45) and the operation member (50) of the discharge opening / closing means (6), or exposes the discharge opening / closing cylinder member (45) to the outside.
As shown in FIGS. 1 and 2, the lid opening / closing means (9) includes a lid member (62), and the lid member (62) is a hemispherical shape protruding in the axial direction (T) of the main body cylinder (11). Is formed.
The lid member (62) is disposed with its open end facing the lower shaft end of the connecting cylinder member (19). The lid member (62) is attached to the connecting cylinder member (19) so as to be rotatable by a hinge member (63), and opens and closes the lower shaft end of the connecting cylinder member (19). Thus, the lower shaft side of the mixed root hardening liquid sampling device (X) is formed in a hemispherical shape by the lid member (61).
The lid member (62) has a packing (PK2) made of synthetic rubber, and the packing (PK2) is attached to the opening end of the lid member (62) and abuts on the lower shaft end of the connecting cylinder member (19). Is done.
As shown in FIG. 1, the lid member (62) covers and accommodates the discharge opening / closing cylinder member (45) in the state where the lower shaft end of the connecting member (19) is closed, and the fixing / release mechanism (64). It is fixed to the connecting cylinder member (19) as being unrotatable, and can be rotated by opening the fixing / releasing mechanism (64) (see FIG. 10).

圧抜き弁手段(10)は、図1に示すように、本体筒体(11)に配置され、貯留空間(CS)内を大気中に開放して、貯留空間(CS)内の圧力を大気圧する弁構造である。
圧抜き弁手段(10)において、混合根固め液採取装置(X)を掘削穴(H)内に進入して混合根固め液(N)に浸漬すると、掘削穴(H)内外で圧力差を生じる。
掘削穴(H)外より圧力の高い拡大掘削穴(H1)内において、混合根固め液(N)を本体筒体(11)の貯留空間(N)内に貯留し、混合根固め液採取装置(X)を掘削穴(H)内から退避させた後、排出開閉手段(9)で液排出口手段(7)の液排出口(55)を開放すると、圧力差に基づいて、貯留空間(CS)に貯留した混合根固め液(N)が液排出口(55)から勢い良く噴出し、本体筒体(11)外部に撒き散る虞がある。
このため、圧抜き弁手段(10)で貯留空間(CS)内を大気に開放することで、貯留空間(CS)内を大気圧にする。これにより、圧抜き弁手段(10)は、混合根固め液(N)が本体筒体(11)外部に撒き散ること防止し、確実に混合根固め液(N)を採取できる。
As shown in FIG. 1, the pressure relief valve means (10) is disposed in the main body cylinder (11), opens the storage space (CS) to the atmosphere, and increases the pressure in the storage space (CS). It is a valve structure that makes pressure.
In the depressurization valve means (10), when the mixed rooting fluid collecting device (X) enters the drilling hole (H) and is immersed in the mixed rooting fluid (N), the pressure difference inside and outside the drilling hole (H) is increased. Arise.
In the enlarged excavation hole (H1) having a higher pressure than the outside of the excavation hole (H), the mixed root-setting liquid (N) is stored in the storage space (N) of the main body cylinder (11), and the mixed root-setting liquid sampling device After (X) is retreated from the excavation hole (H), when the liquid discharge port (55) of the liquid discharge port means (7) is opened by the discharge opening / closing means (9), the storage space ( There is a possibility that the mixed rooting liquid (N) stored in CS) is ejected vigorously from the liquid discharge port (55) and scattered outside the main body cylinder (11).
For this reason, the inside of the storage space (CS) is made atmospheric pressure by opening the inside of the storage space (CS) to the atmosphere by the pressure relief valve means (10). Thereby, the pressure relief valve means (10) prevents the mixed root-setting liquid (N) from spreading outside the main body cylinder (11), and can reliably collect the mixed root-setting liquid (N).

<混合根固め液(N)の採取手順>
未固結の混合根固め液(N)の採取手順について、図1乃至図16を参照して説明する。
<Procedure for collecting mixed root hardening liquid (N)>
A procedure for collecting an unconsolidated mixed root hardening liquid (N) will be described with reference to FIGS.

<A>掘削穴(H)の掘削形成〜混合根固め液(N)の築造
杭施工設備(Y)において、杭施工機(A)は、図14及び図15に示すように、スクリュ軸(107)の下端側(継手軸体:108)にオーガヘッド(106)を連結している。切換弁装置(E)を切換操作して、図16に示すように、液圧ポンプ機(D)及び水貯留機(C)を接続する。
杭施工機(A)は、図14に示すように、オーガ駆動装置(102)の昇降機構(104)及び駆動モータ(105)を駆動し、スクリュオーガ(103)を回転させつつ地盤(G)側に下降させる。スクリュオーガ(103)の回転・下降に伴って、液圧ポンプ機(D)を駆動して、掘削水(O)をスクリュ軸(107)内に流体通路(R)に導入する。
<A> Excavation formation of excavation hole (H) to construction of mixed root hardening liquid (N) In the pile construction facility (Y), as shown in FIGS. 107) is connected to the lower end side (joint shaft: 108) of the auger head (106). The switching valve device (E) is switched to connect the hydraulic pump machine (D) and the water reservoir (C) as shown in FIG.
As shown in FIG. 14, the pile construction machine (A) drives the elevation mechanism (104) and the drive motor (105) of the auger drive device (102), and rotates the screw auger (103) while rotating the ground (G). Lower to the side. As the screw auger (103) rotates and descends, the hydraulic pump machine (D) is driven to introduce the drilling water (O) into the fluid passage (R) into the screw shaft (107).

杭施工機(A)のスクリュオーガ(103)は、図15(a)に示すように、オーガヘッド(106)から掘削水(O)を注入しつつ地盤(G)中に掘削穴(H)を掘削形成する。このとき、オーガヘッド(106)は、地盤(G)中に進入され、スクリュ軸(107)は掘削穴(H)内に進入され、スクリュ羽根(109)によって掘削された砂礫(K)の一部を掘削穴(H)外側に排出する。   As shown in FIG. 15 (a), the screw auger (103) of the pile construction machine (A) has an excavation hole (H) in the ground (G) while injecting excavation water (O) from the auger head (106). Drilling forming. At this time, the auger head (106) enters the ground (G), the screw shaft (107) enters the excavation hole (H), and the gravel (K) excavated by the screw blade (109). The part is discharged outside the excavation hole (H).

続いて、杭施工設備(Y)において、図16に示すように、切換弁装置(E)を切換操作して、液圧ポンプ(D)及び撹拌混合機(B)を接続して、充填液(M)を杭施工機(A)の流体通路(R)に導入する。
杭施工機(A)は、充填液(M)の導入に伴って、昇降機構(104)でスクリュオーガ(103)を回転しつつ昇降し、掘削穴(H)の底側に拡大掘削穴(H1)を掘削形成する。
拡大掘削穴(H1)の掘削形成と同時に、オーガヘッド(106)から充填液(M)を掘削穴(H)内に注入し、スクリュオーガ(103)の回転で掘削穴(H)の砂礫(K)及び充填液(M)を撹拌混合する。充填液(M)の注入は、図15(b)に示すように、掘削穴(H)の開口側まで充填される。
Subsequently, in the pile construction facility (Y), as shown in FIG. 16, the switching valve device (E) is switched to connect the hydraulic pump (D) and the stirring mixer (B), and the filling liquid (M) is introduced into the fluid passage (R) of the pile construction machine (A).
With the introduction of the filling liquid (M), the pile construction machine (A) moves up and down while rotating the screw auger (103) by the elevating mechanism (104), and expands the excavation hole ( H1) is excavated.
Simultaneously with the formation of the enlarged excavation hole (H1), the filling liquid (M) is injected into the excavation hole (H) from the auger head (106), and the gravel ( K) and the filling liquid (M) are mixed with stirring. As shown in FIG. 15B, the filling liquid (M) is injected up to the opening side of the excavation hole (H).

続いて、液圧ポンプ機(D)は、図16に示すように、撹拌混合機(B)から根固め液(N)を吸引し、根固め液(N)を杭施工機(A)の流体通路(R)に導入する。
杭施工機(A)は、根固め液(N)の導入に伴って、オーガヘッド(106)から根固め液(N)を拡大掘削穴[H1:掘削穴(H)の底側]に注入し、スクリュオーガ(103)の回転で拡大掘削穴(H1)の砂礫(K)及び根固め液(N)を撹拌混合して混合根固め液(N)を築造する(図15(b)参照)。
液圧ポンプ機(D)を停止し、切換弁装置(E)を切換操作して、液圧ポンプ機(D)及び大気を切換接続する。これにより、杭施工機(A)の流体通路(R)は、大気に開放される。
Subsequently, as shown in FIG. 16, the hydraulic pump machine (D) sucks the root hardening liquid (N) from the stirring mixer (B), and uses the root hardening liquid (N) of the pile construction machine (A). It introduces into the fluid passage (R).
The pile construction machine (A) injects the root hardening liquid (N) from the auger head (106) into the enlarged excavation hole [H1: bottom side of the excavation hole (H)] with the introduction of the root hardening liquid (N). Then, the rotation of the screw auger (103) stirs and mixes the gravel (K) and the root hardening liquid (N) in the enlarged excavation hole (H1) to build a mixed root hardening liquid (N) (see FIG. 15 (b)). ).
The hydraulic pump machine (D) is stopped, the switching valve device (E) is switched, and the hydraulic pump machine (D) and the atmosphere are switched and connected. Thereby, the fluid passage (R) of the pile construction machine (A) is opened to the atmosphere.

<B>混合根固め液(N)の採取
掘削穴(H)内に混合根固め液(N)を築造すると、杭施工機(A)は、昇降機構(104)でスクリュオーガ(103)を上昇して、オーガヘッド(106)及びスクリュ軸(107)を掘削穴(H)内から退避させる。
続いて、杭施工機(A)のスクリュ軸(107)からオーガベッド(106)を取外し、混合根固め液採取装置(X)をスクリュ軸(107)の継手軸体(108)に取外自在として連結、固定する(図1、図2及び図4参照)。
なお、混合根固め液採取装置(X)は、図1及び図2に示すように、排出開閉軸部材(48)を閉位置(S1)に位置させ、蓋部材(62)で排出開閉筒部材(45)を被覆収納している。混合根固め液採取装置(X)において、本体筒体(11)の本体筒部材(14)及び連絡筒部材(19)は、合成ゴム製のパッキン(PK1)で密封され、連絡筒部材(19)及び蓋部材(62)は、合成ゴム製のパッキン(PK2)で密封されて、掘削穴(H)の充填液(M)及び混合根固め液(N)の本体筒体(11)内への流入を防止している。
<B> Collection of mixed rooting liquid (N) When the mixed rooting liquid (N) is built in the excavation hole (H), the pile construction machine (A) moves the screw auger (103) with the lifting mechanism (104). The auger head (106) and the screw shaft (107) are retreated from the excavation hole (H).
Subsequently, the auger bed (106) is removed from the screw shaft (107) of the pile construction machine (A), and the mixed root-setting liquid sampling device (X) can be detached from the joint shaft body (108) of the screw shaft (107). Connected and fixed (see FIGS. 1, 2 and 4).
As shown in FIGS. 1 and 2, the mixed rooting fluid collecting device (X) has the discharge opening / closing shaft member (48) positioned at the closed position (S 1), and the lid member (62) discharges the opening / closing cylinder member. (45) is covered and stored. In the mixed rooting fluid collecting device (X), the main body cylinder member (14) and the communication cylinder member (19) of the main body cylinder (11) are sealed with a synthetic rubber packing (PK1), and the communication cylinder member (19 ) And the lid member (62) are sealed with a synthetic rubber packing (PK2), and into the body cylinder (11) of the filling liquid (M) and mixed rooting liquid (N) in the excavation hole (H). Inflow.

杭施工機(A)の流体通路(R)は、図16に示すように、配管(113)、液圧ポンプ機(D)及び切換弁装置(E)を通して大気に開放されているので、混合根固め液採取装置(X)は、図1及び図2に示すように、付勢部材(58)の付勢力で移動体(57)を収納空間(KS)内に付勢する。
これにより、導入開閉手段(5)の導入開閉筒部材(39)は、各液導入口(36)、(36)を閉塞する閉塞位置(Q1)に位置される。
As shown in FIG. 16, the fluid path (R) of the pile construction machine (A) is open to the atmosphere through the pipe (113), the hydraulic pump machine (D), and the switching valve device (E). As shown in FIGS. 1 and 2, the root-setting liquid collection device (X) urges the moving body (57) into the storage space (KS) by the urging force of the urging member (58).
Thereby, the introduction opening / closing cylinder member (39) of the introduction opening / closing means (5) is positioned at the closed position (Q1) for closing the liquid introduction ports (36), (36).

混合根固め液採取装置(X)を連結すると、杭施工機(A)において、昇降機構(104)でスクリュ軸(107)及び混合根固め液採取装置(X)を掘削穴(X)内に進入させて、図15(c)に示すように、混合根固め液採取装置(X)を掘削穴(H)の底側である拡大掘削穴(H1)の混合根固め液(N)に浸漬させる。
混合根固め液採取装置(X)は、半球状の蓋部材(62)側から掘削穴(H)内に進入されるので、掘削穴(H)内の充填液(M)による抵抗を分散抑制しつつ混合根固め液(N)に浸漬され、蓋部材(62)の半球状で充填液(M)が激しく流動して混合根固め液(N)に混合するのを抑制する。
When the mixed rooting fluid collecting device (X) is connected, in the pile construction machine (A), the elevating mechanism (104) moves the screw shaft (107) and the mixed rooting fluid collecting device (X) into the excavation hole (X). As shown in FIG. 15 (c), the mixed root hardening liquid sampling device (X) is immersed in the mixed root hardening liquid (N) in the enlarged excavation hole (H1) which is the bottom side of the excavation hole (H). Let
Since the mixed rooting fluid sampling device (X) enters the excavation hole (H) from the hemispherical lid member (62) side, the resistance due to the filling liquid (M) in the excavation hole (H) is suppressed. While being immersed in the mixed root hardening liquid (N), the hemispherical filling liquid (M) of the lid member (62) is prevented from flowing vigorously and mixed with the mixed root hardening liquid (N).

混合根固め液採取装置(X)を混合根固め液(N)に浸漬すると、杭施工設備(Y)において、図16に示すように、切換弁装置(E)を切換操作して、液圧ポンプ機(D)及び水貯留機(C)を接続する。
続いて、液圧ポンプ機(D)を駆動して、一定圧力の作動圧水(P:作動圧)を杭施工機(A)の流体通路(R)に導入する。作動圧水(P)の水圧(P1)は、付勢部材(18:コイルバネ)の付勢力(F1:バネ力)との関係において、P1>F1にする。
When the mixed rooting fluid sampling device (X) is immersed in the mixed rooting fluid (N), the switching valve device (E) is switched in the pile construction facility (Y) as shown in FIG. A pump machine (D) and a water storage machine (C) are connected.
Subsequently, the hydraulic pump machine (D) is driven to introduce a constant pressure of working pressure water (P: working pressure) into the fluid passageway (R) of the pile construction machine (A). The hydraulic pressure (P1) of the working pressure water (P) is P1> F1 in relation to the urging force (F1: spring force) of the urging member (18: coil spring).

作動圧水(P)は、図8に示すように、流体通路(R)を通して摺動穴(28)に導入され、移動体(57)の摺動ピストン軸部材(60)の上軸端に作用する。
移動体(57)の各ピストン軸部材(60)、(61)は、作動圧水(P)の作用を受けると、付勢部材(58)の付勢力に抗して貯留空間(CS)側に摺動(移動)し、導入開閉筒体(37)の導入開閉筒部材(39)は、移動体(57)の貯留空間(CS)側への摺動(移動)に伴って、軸方向(T)の閉鎖部材(16)に向けて閉塞位置(Q1:図2参照)から開放位置(Q2:図8参照)に移動される。
導入開閉筒部材(39)及び移動体(57)の移動は、開放位置(Q2:図8参照)において、導入開閉筒部材(39)の下軸端が閉鎖部材(16)に当接することで規制される。
As shown in FIG. 8, the working pressure water (P) is introduced into the sliding hole (28) through the fluid passage (R), and is applied to the upper shaft end of the sliding piston shaft member (60) of the moving body (57). Works.
When each piston shaft member (60), (61) of the moving body (57) is subjected to the action of the working pressure water (P), the storage space (CS) side resists the biasing force of the biasing member (58). The introduction opening / closing cylinder member (39) of the introduction opening / closing cylinder (37) is axially moved along with the sliding (movement) of the moving body (57) toward the storage space (CS). It is moved from the closed position (Q1: see FIG. 2) to the open position (Q2: see FIG. 8) toward the closing member (16) of (T).
The introduction opening / closing cylinder member (39) and the moving body (57) are moved by the lower shaft end of the introduction opening / closing cylinder member (39) contacting the closing member (16) in the open position (Q2: see FIG. 8). Be regulated.

導入開閉筒部材(39)を開放位置(Q2)に移動すると、液導入口手段(3)の各液導入口(36)、(36)は、図8に示すように、開かれて拡大掘削穴(H1)及び貯留空間(CS)を連通するので、拡大掘削穴(H1)の混合根固め液(N1)は、各液導入口(36)、(36)から貯留空間(CS)内に流入し、貯留空間(CS)に貯留される。
貯留空間(CS)に流入した混合根固め液(N1)は、導入開閉筒部材(39)の各液流通口(43)及び各液流路穴(44)を通して導入開閉筒部材(39)内に流入し、更に第1、第2排出穴(21)、(53)を通して液排出流路(56)内に流入する。
このとき、液排出流路(56)に連通する液排出口(55)は、排出開閉筒部材(45)内周で閉塞されているので、混合根固め液(N)は、液排出口(55)から蓋部材(62)に排出されない。
また、収納空間(KS)は、仕切部材(17)及びシール部材(18)で貯留空間(CS)から密封区画されているので、貯留空間(CS)に流入した混合根固め液(N)は、収納空間(KS)内に流入しない。これにより、収納空間(KS)内に配置される摺動ピストン軸部材(60)及び付勢部材(58)は、混合根固め液(N)で腐蝕等することなく、また、移動体(57)は、混合根固め液(N)の砂礫、セメントの影響を受けることなく、滑らかに摺動する。
なお、収納空間(KS)の第3挿通穴(34)内には、潤滑剤(潤滑油、グリース等)が充填されているので、付勢部材(58)は潤滑剤で被覆され耐蝕性に優れた状態にされ、移動体(57)は、耐蝕性に優れ、潤滑剤に基づいて滑らかに摺動する。
When the introduction opening / closing cylinder member (39) is moved to the open position (Q2), the liquid introduction ports (36) and (36) of the liquid introduction means (3) are opened and expanded as shown in FIG. Since the hole (H1) and the storage space (CS) communicate with each other, the mixed root hardening liquid (N1) in the enlarged excavation hole (H1) enters the storage space (CS) from each liquid inlet (36), (36). It flows in and is stored in the storage space (CS).
The mixed root-setting liquid (N1) that has flowed into the storage space (CS) passes through each liquid flow port (43) and each liquid passage hole (44) of the introduction opening / closing cylinder member (39), and enters the introduction opening / closing cylinder member (39). And then flows into the liquid discharge channel (56) through the first and second discharge holes (21) and (53).
At this time, since the liquid discharge port (55) communicating with the liquid discharge channel (56) is closed at the inner periphery of the discharge opening / closing cylinder member (45), the mixed rooting liquid (N) is supplied to the liquid discharge port ( 55) is not discharged to the lid member (62).
Further, since the storage space (KS) is hermetically partitioned from the storage space (CS) by the partition member (17) and the seal member (18), the mixed rooting liquid (N) flowing into the storage space (CS) is , Does not flow into the storage space (KS). Thus, the sliding piston shaft member (60) and the biasing member (58) disposed in the storage space (KS) are not corroded by the mixed root-setting liquid (N), and the movable body (57 ) Slides smoothly without being affected by the gravel and cement of the mixed root hardening liquid (N).
Since the third insertion hole (34) of the storage space (KS) is filled with a lubricant (lubricating oil, grease, etc.), the urging member (58) is covered with the lubricant to make it corrosion resistant. The moving body (57) is excellent in corrosion resistance and slides smoothly based on the lubricant.

混合根固め液(N)を貯留空間(CS)に貯留すると、図16に示すように、液圧ポンプ機(D)を停止し、切換弁装置(E)を切換操作して、液圧ポンプ機(D)を大気に接続する。
これにより、杭施工機(A)の流体通路(R)は、配管(113)、液圧ポンプ機(D)及び切換弁装置(E)を通して大気に接続され、流体通路(R)に導入された作動圧水(P)は大気に開放される。
When the mixed rooting liquid (N) is stored in the storage space (CS), as shown in FIG. 16, the hydraulic pump machine (D) is stopped and the switching valve device (E) is switched to operate the hydraulic pump. Connect machine (D) to atmosphere.
Thereby, the fluid passage (R) of the pile construction machine (A) is connected to the atmosphere through the pipe (113), the hydraulic pump machine (D) and the switching valve device (E), and is introduced into the fluid passage (R). The working pressure water (P) is released to the atmosphere.

流体通路(R)内の作動圧水(P)を大気に開放すると、移動体(57)の各ピストン軸部材(60)、(61)は、図2に示すように、付勢部材(58)の付勢力で収納空間(KS)側に移動し、導入開閉筒部材(39)は、移動体(57)の収納空間(KS)側への移動に伴って、軸方向(T)の仕切部材(17)に向けて開放位置(Q2:図8参照)から閉塞位置(Q1:図1及び図2参照)に移動される。
導入開閉体(37)は、開放位置(Q2:図8参照)から閉塞位置(Q1:図9参照)に移動される際、貯留空間(CS)内に貯留した混合根固め液(N)の抵抗を受ける。貯留空間(CS)において、混合根固め液(N)は、図5及び図9に示すように、導入開閉筒部材(37)内の各液流通口(43)内及び各開閉連結部材(41)の液流通穴(44)内を流通するので、混合根固め液(N)の抵抗は低減され、導入開閉筒部材(39)は付勢部材(58)の付勢力で移動される。
また、導入開閉体(37)の各開閉連結部材(41)は、導入開閉筒部材(39)の周方向に均等角度(90度)で配置されているので、導入開閉筒部材(39)の移動において、混合根固め液(N)の抵抗は、導入開閉部材(39)の周方向に均等配分されることになる。これにより、導入開閉筒部材(39)は、混合根固め液(N)の抵抗を受けても、傾斜することなく、直線的に移動される。
閉塞位置(Q1)において、導入開閉筒部材(39)の上軸端は、仕切部材(17)に当接し、導入開閉筒部材(39)及び移動体(57)の摺動、移動を規制する。
閉塞位置(Q1)において、各シール部材(38)、(38)全周は、導入開閉筒部材(39)外周に当接し、各シール部材(38)、(38)及び導入開閉筒部材(39)の協働で各液導入口(36)、(36)を閉塞する。これにより、貯留空間(CS)は、掘削穴(H)の底側である拡大掘削穴(H1)から密封される(図1及び図2参照)。
When the working pressure water (P) in the fluid passage (R) is released to the atmosphere, the piston shaft members (60), (61) of the moving body (57) are urged (58) as shown in FIG. ) Is moved to the storage space (KS) side, and the introduction opening / closing cylinder member (39) is partitioned in the axial direction (T) as the moving body (57) moves to the storage space (KS) side. The member (17) is moved from the open position (Q2: see FIG. 8) to the closed position (Q1: see FIGS. 1 and 2).
When the introduction opening / closing body (37) is moved from the open position (Q2: see FIG. 8) to the closed position (Q1: see FIG. 9), the mixed root hardening liquid (N) stored in the storage space (CS) Receive resistance. In the storage space (CS), as shown in FIGS. 5 and 9, the mixed root-setting liquid (N) passes through each liquid flow port (43) and each open / close connection member (41) in the introduction open / close cylinder member (37). ) In the liquid circulation hole (44), the resistance of the mixed root hardening liquid (N) is reduced, and the introduction opening / closing cylinder member (39) is moved by the urging force of the urging member (58).
In addition, since each open / close connecting member (41) of the introduction opening / closing body (37) is arranged at an equal angle (90 degrees) in the circumferential direction of the introduction opening / closing cylinder member (39), the introduction opening / closing cylinder member (39) In the movement, the resistance of the mixed root hardening liquid (N) is evenly distributed in the circumferential direction of the introduction opening / closing member (39). Thereby, even if the introduction open / close cylinder member (39) receives the resistance of the mixed root hardening liquid (N), it is moved linearly without being inclined.
In the closed position (Q1), the upper shaft end of the introduction opening / closing cylinder member (39) abuts on the partition member (17) to regulate sliding and movement of the introduction opening / closing cylinder member (39) and the moving body (57). .
In the closed position (Q1), the entire circumference of each of the seal members (38), (38) abuts the outer periphery of the introduction opening / closing cylinder member (39), and each of the seal members (38), (38) and the introduction opening / closing cylinder member (39). ), The liquid inlets (36) and (36) are closed. Accordingly, the storage space (CS) is sealed from the enlarged excavation hole (H1) which is the bottom side of the excavation hole (H) (see FIGS. 1 and 2).

杭施工機(A)において、図14に示すように、オーガ駆動装置(102)の昇降機構(104)でスクリュ軸(107)及び混合根固め液採取装置(X)を上昇して、掘削穴(H)内から退避させる。
混合根固め液採取装置(X)は、導入開閉筒部材(39)及び各シール部材(38)、(38)の協働で各液導入口(36)、(36)を閉塞しているので、掘削穴(H)から退避させる過程において、掘削穴(H)の充填液(M)は貯留空間(CS)に流入しない。
In the pile construction machine (A), as shown in FIG. 14, the screw shaft (107) and the mixed root hardening liquid sampling device (X) are lifted by the lifting mechanism (104) of the auger drive device (102), and the excavation hole (H) Evacuate from inside.
Since the mixed rooting liquid collecting device (X) closes the liquid inlets (36) and (36) in cooperation with the introduction opening / closing cylinder member (39) and the seal members (38) and (38). In the process of retreating from the excavation hole (H), the filling liquid (M) in the excavation hole (H) does not flow into the storage space (CS).

混合根固め液採取装置(X)において、図1及び図10に示すように、圧抜き弁手段(10)は貯留空間(CS)内を大気に開放し、貯留空間(CS)内の圧力を大気圧にする。
混合根固め液採取装置(X)において、図10に示すように、固定開放機構(64)を操作し、蓋開閉手段(9)の蓋部材(62)を回転することで、排出開閉手段(6)の排出開閉筒部材(45)及び操作部材(50)を蓋部材(62)内から露出させる。
続いて、図6、図10乃至図12に示すように、操作部材(50)を回転操作することで、排出開閉軸部材(48)を閉位置(S1:図6及び図10参照)から開位置(S2:図11及び図12参照)に回転させる。
これにより、排出開閉軸部材(48)の液排出口(55)は、図11及び図12に示すように、排出開閉筒部材(45)の液取出口(51)に連通され、貯留空間(CS)は液排出通路(56)及び液排出口(51)、液取出口(55)を通して混合根固め液採取装置(X)外部に連通される。
貯留空間(CS)に貯留された混合根固め液(N)は、液排出口(51)、液取出口(55)から混合根固め液採取装置(X)外部に取出され、混合根固め液(N)の組成分析及び乾燥、固化の時間を確認するための試料に供される。
In the mixed rooting fluid collection device (X), as shown in FIGS. 1 and 10, the pressure relief valve means (10) opens the storage space (CS) to the atmosphere, and the pressure in the storage space (CS) is reduced. Set to atmospheric pressure.
In the mixed rooting fluid collection device (X), as shown in FIG. 10, the fixing opening mechanism (64) is operated and the lid member (62) of the lid opening / closing means (9) is rotated, whereby the discharge opening / closing means ( The discharge opening / closing cylinder member (45) and the operation member (50) of 6) are exposed from the lid member (62).
Subsequently, as shown in FIGS. 6 and 10 to 12, the discharge opening / closing shaft member (48) is opened from the closed position (S1: see FIGS. 6 and 10) by rotating the operation member (50). Rotate to position (S2: see FIGS. 11 and 12).
Accordingly, as shown in FIGS. 11 and 12, the liquid discharge port (55) of the discharge opening / closing shaft member (48) communicates with the liquid outlet (51) of the discharge opening / closing cylinder member (45), and the storage space ( CS is communicated to the outside of the mixed root solids collecting device (X) through the liquid discharge passage (56), the liquid discharge port (51), and the liquid discharge port (55).
The mixed root-setting liquid (N) stored in the storage space (CS) is taken out from the liquid discharge port (51) and the liquid outlet (55) to the outside of the mixed root-setting liquid sampling device (X), and mixed root-setting liquid. It is used for the sample for confirming the composition analysis of (N) and the time of drying and solidification.

<C>混合根固め液採取装置(X)の清掃等
混合根固め液採集装置(X)において、図13に示すように、連絡筒部材(19)を回転することで、本体筒部材(14)の下軸端を開放できる。
これにより、本体筒部材(14)の貯留空間(CS)は、混合根固め液採取装置(X)外部に連通され、洗浄水等を直接、貯留空間(CS)内に導入でき、本体筒部材(14)の貯留空間(N)を洗浄できるので、種類の異なる混合根固め液(N)を採取する際に、別の混合根固め液(N)と混合することなく、各種の混合根固め液(N)を採取できる。
また、図13に示すように、連絡筒部材(19)を回転して貯留空間(CS)を開放し、更に図11及び図12に示すように、蓋部材(62)を回転して排出開閉筒部材(45)を露出すると共に、排出開閉軸部材(48)を開位置(S2)にすることで、排出開閉連結軸(56)の上軸端から液排出通路(56)内に洗浄水等を導入でき、更に液排出口(51)、液取出口(55)から液排出通路(56)内に洗浄水を導入できる。
更に、図13に示すように、連結筒部材(19)を回転して、本体筒部材(14)の下軸端を開放することで、貯留空間(CS)に貯留した混合根固め液(N)を直接、混合根固め液採取装置(X)から排出でき、特に、混合根固め液(N)の乾燥、固化が進んで、半流動状になっても、貯留空間(CS)内から混合根固め液(N)を排出でき、排出開閉手段の機能を兼ね備えている。
<C> Cleaning of Mixed-Roots Liquid Collecting Device (X), etc. In the mixed-roots liquid collecting device (X), as shown in FIG. 13, by rotating the connecting tube member (19), the main body tube member (14 ) Lower shaft end can be opened.
Thereby, the storage space (CS) of the main body cylinder member (14) is communicated to the outside of the mixed root liquid collecting device (X), and washing water or the like can be directly introduced into the storage space (CS). Since the storage space (N) of (14) can be washed, when collecting different types of mixed root hardening liquid (N), various mixed root hardening without mixing with another mixed root hardening liquid (N) Liquid (N) can be collected.
Further, as shown in FIG. 13, the connecting cylinder member (19) is rotated to open the storage space (CS), and as shown in FIGS. 11 and 12, the lid member (62) is rotated to open and close the discharge. By exposing the cylindrical member (45) and opening the discharge opening / closing shaft member (48) to the open position (S2), the cleaning water enters the liquid discharge passage (56) from the upper shaft end of the discharge opening / closing connection shaft (56). In addition, cleaning water can be introduced into the liquid discharge passage (56) from the liquid discharge port (51) and the liquid outlet (55).
Furthermore, as shown in FIG. 13, by rotating the connecting cylinder member (19) and opening the lower shaft end of the main body cylinder member (14), the mixed rooting liquid (N) stored in the storage space (CS) ) Can be discharged directly from the mixed root-setting liquid sampling device (X), especially when the mixed root-setting liquid (N) is dried and solidified and becomes semi-fluid and mixed from within the storage space (CS). The root-setting liquid (N) can be discharged and also has the function of a discharge opening / closing means.

上記構成の混合根固め液採取装置(X)によれば、既存の杭施工設備(Y)を使用(利用)して、掘削穴(H)内に築造される未固結の混合根固め液(N)を採取でき、混合根固め液採取装置(X)を掘削穴(H)に進退するための設備を別途配置する必要がない。
混合根固め液採取装置(X)において、本体筒体(11)に収納空間(KS)及び貯留空間(CS)を区画して、収納空間(KS)内に移動体(57)及び付勢部材(58)を配置したので、貯留空間(CS)に混合根固め液(N)を貯留しても、移動体(57)及び付勢部材(58)は、混合根固め液(N)の影響を受けることなく、混合根固め液(N)で腐蝕等することを防止できる。
According to the mixed rooting fluid collecting device (X) having the above-described configuration, an unconsolidated mixed rooting fluid built in the excavation hole (H) using (utilizing) the existing pile construction equipment (Y). (N) can be collected, and there is no need to separately install equipment for advancing and retracting the mixed rooting fluid collection device (X) to and from the excavation hole (H).
In the mixed rooting fluid collection device (X), the storage space (KS) and the storage space (CS) are partitioned in the main body cylinder (11), and the moving body (57) and the biasing member are stored in the storage space (KS). Since (58) is arranged, the moving body (57) and the biasing member (58) are affected by the mixed root-setting liquid (N) even if the mixed root-setting liquid (N) is stored in the storage space (CS). It is possible to prevent corrosion and the like with the mixed root hardening liquid (N) without receiving.

混合根固め液採取装置(X)では、既存の杭施工設備(Y)を使用(利用)することなく、掘削穴(H)の混合根固め液(N)を採取しても良い。このとき、杭施工設備(Y)の杭施工機(A)に加えて、混合根固め液採取装置(X)を掘削穴(H)に進退する専用昇降装置を用意し、更に本体筒体(11)に接続され、摺動穴(28)に作動圧水(P)を導入する専用配管、専用液圧ポンプ機等を用意することで実現できる。これにより、杭施工設備(Y)で掘削穴(H)に混合根固め液(N)を築造した後、混合根固め液採取装置及びオーガヘッドの取換作業を要することなく、直ちに、混合根固め液採取装置(X)を掘削穴(H)の混合根固め液(N)に浸漬でき、迅速に未固結の混合根固め液(N)を採取できる。   In the mixed rooting fluid collection device (X), the mixed rooting fluid (N) in the excavation hole (H) may be collected without using (utilizing) the existing pile construction equipment (Y). At this time, in addition to the pile construction machine (A) of the pile construction facility (Y), a dedicated lifting device for advancing and retracting the mixed rooting liquid sampling device (X) to the excavation hole (H) is prepared. 11) and can be realized by preparing a dedicated pipe for introducing the working pressure water (P) into the sliding hole (28), a dedicated hydraulic pump machine, and the like. As a result, after building the mixed root-setting liquid (N) in the excavation hole (H) with the pile construction facility (Y), the mixed root-setting liquid sampling device and the auger head need not be replaced. The solidified liquid collecting device (X) can be immersed in the mixed root solidified liquid (N) in the excavation hole (H), and the unconsolidated mixed root solidified liquid (N) can be collected quickly.

混合根固め液採取装置(X)において、アクチュエータ手段(8)の移動体(57)に作用する作動圧は、作動圧油、又は作動圧空気等を採用できる。
混合根固め液採取装置(X)において、アクチュエータ手段(8)は、作動圧で摺動する移動体(57)及び付勢部材(58)の構成に限定されず、例えば、電動モータ及びボールネジ等の構成を採用できる。電動モータを収納空間内に配置し、ボールネジを電動モータに連結し、更にボールネジの移動部材を排出開閉筒部材に連結することで、排出開閉筒部材を閉塞位置及び開放位置の間で移動できる。
In the mixed rooting fluid collection device (X), the working pressure acting on the moving body (57) of the actuator means (8) can be working pressure oil or working pressure air.
In the mixed rooting fluid collection device (X), the actuator means (8) is not limited to the configuration of the moving body (57) and the biasing member (58) that slide with the operating pressure. The configuration of can be adopted. By disposing the electric motor in the storage space, connecting the ball screw to the electric motor, and further connecting the moving member of the ball screw to the discharge open / close cylinder member, the discharge open / close cylinder member can be moved between the closed position and the open position.

混合根固め液採取装置(X)において、排出開閉手段(6)は、排出開閉軸部材(48)を回転自在として、液排出口(55)を排出開閉筒部材(45)で開閉する構成を説明したが、これに限定されるものでなく、例えば、排出開閉筒部材(45)を排出開閉軸部材(48)に対して回転自在としても良く、排出開閉軸部材(48)は連絡筒部材(19)に固定する。   In the mixed rooting liquid collecting device (X), the discharge opening / closing means (6) has a configuration in which the discharge opening / closing shaft member (48) is rotatable and the liquid discharge port (55) is opened / closed by the discharge opening / closing cylinder member (45). However, the present invention is not limited to this. For example, the discharge opening / closing cylinder member (45) may be rotatable with respect to the discharge opening / closing shaft member (48), and the discharge opening / closing shaft member (48) may be a connecting cylinder member. Fix to (19).

混合根固め液採取装置(X)において、液導入口(36)の開口数は、1又は3以上であっても良い。3以上の液導入口(36)は、本体筒部材(14)の周方向に均等角度を隔てて形成する。   In the mixed root hardening liquid sampling device (X), the numerical aperture of the liquid inlet (36) may be 1 or 3 or more. Three or more liquid inlets (36) are formed at equal angles in the circumferential direction of the main body cylinder member (14).

杭施工設備(Y)のオーガヘッド(106)において、本体ユニット(1)の連結軸体(12)と同一構成を形成して、スクリュ軸(107)の継手軸体(108)に取外自在として連結することが好ましい。   In the auger head (106) of the pile construction facility (Y), the same structure as the connecting shaft body (12) of the main body unit (1) is formed, and it can be detached from the joint shaft body (108) of the screw shaft (107). It is preferable to connect as.

混合根固め液採取装置(X)においては、図9に示すように、混合根固め液(N)を貯留空間(CS)内に貯留した後、付勢部材(58)の付勢力で移動体(57)及び導入開閉筒部材(39)を開放位置(Q2)から閉塞位置(Q1)に移動させることで、液導入口(36)、(36)を閉じている。このとき、杭施工機(A)において、スクリュ軸(107)の流体通路(R)内には、導入開閉筒部材(39)を閉塞位置(Q1)から開放位置(Q2)に移動するために使用された作動水が溜まっている。従って、導入開閉筒部材(39)を開放位置(Q2)から閉塞位置(Q1)に移動させるためには、付勢部材(58)の付勢力(F1:バネ力)と流体通路(R)内に溜まった作動水重量(W)の関係は、F1>Wの関係にすることが好ましい。
そして、混合根固め液採取装置(X)において、流体通路(R)内に溜まった作動水を排出するため、スクリュ軸(107)の継手軸体(108)又は連結軸体(12)等に切換弁(図示しない)を配置し、切換弁の操作に基づいて、スクリュ軸(107)の流体通路(R)を大気側又は移動体(57)側に切換接続可能にする構成を採用できる。これにより、スクリュ軸(107)の流体通路(R)を、上記切換弁の操作で大気側に接続することで、流体通路(R)内に溜まった作動水を排出でき、付勢部材(58)の付勢力(F1)は、流体通路(R)内に溜まった作動水重量(W)を考慮することなく、移動体(57)及び導入開閉筒部材(39)を開放位置(Q2)から閉塞位置(Q1)まで移動できる付勢力にすれば良いことになる。特に、掘削穴(H)を深くするに連れて、スクリュ軸(107)の長手方向(T)の寸法も長くなることから、スクリュ軸(107)の流体通路(R)内に溜まる作動水重量(W)も多く重くなる。上記切換弁の操作で流体通路(R)を大気側に接続して、流体通路(R)内に溜まった作動水を大気側に排出すると、掘削穴(H)が深くなっても、付勢部材(58)の付勢力(F1)のみで導入開閉筒部材(39)を開放位置(Q2)から閉塞位置(Q1)に移動できる。
In the mixed rooting fluid collection device (X), as shown in FIG. 9, after the mixed rooting fluid (N) is stored in the storage space (CS), the mobile body is moved by the biasing force of the biasing member (58). The liquid inlets (36), (36) are closed by moving the introduction opening / closing cylinder member (39) and the introduction opening / closing cylinder member (39) from the open position (Q2) to the closed position (Q1). At this time, in the pile construction machine (A), in order to move the introduction opening / closing cylinder member (39) from the closed position (Q1) to the open position (Q2) in the fluid passage (R) of the screw shaft (107). Used working water has accumulated. Therefore, in order to move the introduction open / close cylinder member (39) from the open position (Q2) to the closed position (Q1), the biasing force (F1: spring force) of the biasing member (58) and the fluid passage (R) It is preferable that the relationship of the weight of the working water (W) accumulated in is such that F1> W.
Then, in the mixed rooting fluid collection device (X), in order to discharge the working water accumulated in the fluid passage (R), the joint shaft body (108) of the screw shaft (107) or the connecting shaft body (12) is used. It is possible to employ a configuration in which a switching valve (not shown) is arranged so that the fluid passage (R) of the screw shaft (107) can be switched and connected to the atmosphere side or the moving body (57) side based on the operation of the switching valve. As a result, by connecting the fluid passage (R) of the screw shaft (107) to the atmosphere side by operating the switching valve, the working water accumulated in the fluid passage (R) can be discharged, and the biasing member (58 The urging force (F1) of the moving body (57) and the introductory opening / closing cylinder member (39) from the open position (Q2) without considering the working water weight (W) accumulated in the fluid passage (R). An urging force that can move to the closing position (Q1) may be used. In particular, as the excavation hole (H) is deepened, the length in the longitudinal direction (T) of the screw shaft (107) becomes longer, so the weight of the working water accumulated in the fluid passage (R) of the screw shaft (107). (W) is also a lot heavy. When the fluid passage (R) is connected to the atmosphere side by the operation of the switching valve and the working water accumulated in the fluid passage (R) is discharged to the atmosphere side, the energization is performed even if the excavation hole (H) becomes deep. The introduction opening / closing cylinder member (39) can be moved from the open position (Q2) to the closed position (Q1) only by the urging force (F1) of the member (58).

本発明は、掘削穴内に築造される混合根固め液を採取するのに好適である   The present invention is suitable for collecting mixed rooting liquid built in a drilling hole.

X 混合根固め液採取装置
Y 杭施工設備(施工設備)
G 地盤
H 掘削穴
L 根固め液
N 混合根固め液
R 流体通路
T 軸方向
KS 収納空間
CS 貯留空間
Q1 閉塞位置
Q2 開放位置
11 本体筒体
36 液導入口
37 導入開閉体
42 排出開閉体
55 液排出口
57 移動体
58 付勢部材
106 オーガヘッド
107 スクリュ軸
X Mixed rooting fluid sampling device Y Pile construction equipment (construction equipment)
G ground H excavation hole L root consolidation liquid N mixed root consolidation liquid R fluid passage T axial direction KS storage space CS storage space Q1 closed position Q2 open position 11 main body cylinder 36 liquid inlet 37 inlet open / close body 42 discharge open / close body 55 liquid Discharge port 57 Moving body 58 Biasing member 106 Auger head 107 Screw shaft

Claims (3)

地盤に進退され、前記地盤中に掘削穴を形成するオーガヘッド、及び前記オーガヘッドに連結され、前記掘削穴に進退されるスクリュ軸を備え、前記スクリュ軸内の流体通路を通して前記オーガヘッドから根固め液を前記掘削穴内に注入し、前記スクリュ軸の回転で前記掘削穴の砂礫及び前記根固め液を撹拌混合して前記掘削穴内に混合根固め液を築造する施工設備において、
前記オーガヘッドを取外した前記スクリュ軸の軸端側に連結され、前記掘削穴の前記混合根固め液に浸漬されて未固結の前記混合根固め液を採取する混合根固め液採取装置であって、
前記スクリュ軸の軸端側に連結され、前記スクリュ軸の軸方向に収納空間、及び前記混合根固め液を貯留する貯留空間を区画する本体筒体と、
前記本体筒体の内外周に開口され、前記掘削穴及び前記貯留空間を連通する液導入口と、 前記本体筒体の内周に沿って配置され、前記液導入口を前記本体筒体の内側から開閉する導入開閉体と、
前記本体筒体の前記貯留空間内に開口され、前記貯留空間の前記混合根固め液を排出する液排出口と、
前記液排出口を開閉する排出開閉体と、
前記本体筒体の前記収納空間内に配置され、前記本体筒体の軸方向に移動自在に支持される移動体と、
前記本体筒部材の前記収納空間内に配置され、前記移動体を前記収納空間内に付勢する付勢部材を含んで構成され、
前記導入開閉筒体は、前記本体筒体の軸方向において、前記液導入口を閉塞する閉塞位置、及び前記液導入口を開放する開放位置の間で移動され、
(1)前記移動体は、前記本体筒体の前記貯留空間内で前記導入開閉筒体に連結され、前記スクリュ軸の前記流体通路に接続され、前記流体通路から導入される作動圧に基づいて、前記付勢部材の付勢力に抗して前記貯留空間側に移動し、
前記導入開閉筒体は、前記移動体の前記貯留空間側への移動に伴って、前記閉塞位置から前記開放位置に移動され、
(2)移動体は、前記流体通路の前記作動圧の開放に基づいて、前記付勢部材の付勢力で前記収納空間側に移動し、
前記導入開閉筒体は、前記移動体の前記収納空間側への移動に基づいて、前記開放位置から前記閉塞位置に移動されることを特徴とする混合根固め液採取装置。
An auger head that advances and retreats to the ground and forms an excavation hole in the ground; and a screw shaft that is connected to the auger head and advances and retracts to the excavation hole, and is rooted from the auger head through a fluid passage in the screw shaft. In the construction equipment for injecting the solidified liquid into the excavation hole, stirring and mixing the gravel of the excavation hole and the root solidification liquid by the rotation of the screw shaft, and building the mixed root solidification liquid in the excavation hole,
The mixed root-setting fluid collecting device is connected to the shaft end side of the screw shaft from which the auger head has been removed, and is immersed in the mixed root-setting fluid in the excavation hole to collect the unconsolidated mixed root-setting fluid. And
A main body cylinder that is connected to the shaft end side of the screw shaft and defines a storage space in the axial direction of the screw shaft and a storage space for storing the mixed root-setting liquid;
A liquid introduction port that is open on the inner and outer peripheries of the main body cylinder and communicates with the excavation hole and the storage space; and is disposed along the inner circumference of the main body cylinder, and the liquid introduction port is disposed inside the main body cylinder. An opening and closing body that opens and closes from
A liquid discharge port that is opened in the storage space of the main body cylinder and discharges the mixed root-setting liquid in the storage space;
A discharge opening and closing body for opening and closing the liquid discharge port;
A movable body that is disposed in the housing space of the main body cylinder and is supported so as to be movable in the axial direction of the main body cylinder;
It is disposed in the storage space of the main body cylinder member, and includes a biasing member that biases the movable body into the storage space.
The introduction opening / closing cylinder is moved between a closing position for closing the liquid introduction port and an opening position for opening the liquid introduction port in the axial direction of the main body cylinder;
(1) The moving body is connected to the introduction opening / closing cylinder in the storage space of the main body cylinder, connected to the fluid passage of the screw shaft, and based on an operating pressure introduced from the fluid passage. , Moving toward the storage space against the biasing force of the biasing member,
The introduction opening / closing cylinder is moved from the closed position to the open position as the movable body moves toward the storage space,
(2) The moving body moves to the storage space side by the biasing force of the biasing member based on the release of the operating pressure of the fluid passage.
The mixed root-setting liquid collecting device, wherein the introduction opening / closing cylinder is moved from the open position to the closed position based on movement of the movable body toward the storage space.
前記本体筒体は、
前記スクリュ軸の軸端側から前記収納空間及び前記貯留空間を区画する仕切部材と、
前記仕切部材に配置されるシール部材を備え、
前記移動体は、
前記収納空間内から前記仕切部材を挿通して前記貯留空間に延設されて、前記貯留空間内で前記導入開閉筒体に連結され、
前記シール部材は、前記移動体に当接して前記収納空間を前記貯留空間から密封する、ことを特徴とする請求項1に記載の混合根固め液採取装置。
The main body cylinder is
A partition member that partitions the storage space and the storage space from the shaft end side of the screw shaft;
A seal member disposed on the partition member;
The moving body is
Inserted into the storage space through the partition member from the storage space, and connected to the introduction opening / closing cylinder in the storage space,
The mixed rooting fluid collection device according to claim 1, wherein the seal member abuts on the moving body to seal the storage space from the storage space.
地盤中に形成される掘削穴内に根固め液を注入し、前記掘削穴の砂礫及び前記根固め液を撹拌混合して前記掘削穴内に混合根固め液を築造する工法において、
前記掘削穴の前記混合根固め液に浸漬され、未固結の前記混合根固め液を採取する混合根固め液採集装置であって、
前記掘削穴に進退自在にされ、収納空間、及び前記混合根固め液を貯留する貯留空間を区画する本体ユニットと、
前記貯留空間に開口され、前記掘削穴及び前記貯留空間を連通する液導入口手段と、
前記貯留空間内に配置され、前記液導入口手段を前記本体ユニット内から開閉する導入開閉手段と、
前記貯留空間に開口され、前記貯留空間の前記混合根固め液を排出する液排出口手段と、 前記液排出口手段を開閉する排出開閉手段と、
前記収納空間内に配置され、前記導入開閉手段に連結されるアクチュエータ手段を含んで構成され、
前記導入開閉手段は、
前記液導入口手段を閉塞する閉塞位置、及び前記液導入口手段を開放する開放位置の間で移動され、
前記アクチュエータ手段は、
前記導入開閉手段を、前記閉塞位置から前記開放位置へ、又は前記開放位置から前記閉塞位置へ移動させることを特徴とする混合根固め液採取装置。
In the method of injecting root-setting liquid into the excavation hole formed in the ground, stirring and mixing the gravel of the excavation hole and the root-setting liquid, and building a mixed root-setting liquid in the excavation hole,
A mixed root-setting liquid collecting device for collecting the mixed root-setting liquid that has been immersed in the mixed root-setting liquid in the excavation hole and has not been consolidated;
A main body unit that is freely movable in and out of the excavation hole, and divides a storage space and a storage space for storing the mixed root hardening liquid;
Liquid inlet means that is open to the storage space and communicates with the excavation hole and the storage space;
An introduction opening / closing means disposed in the storage space and opening / closing the liquid introduction port means from within the main body unit;
Liquid discharge port means that is open to the storage space and discharges the mixed root-setting liquid in the storage space; and discharge opening / closing means that opens and closes the liquid discharge port means;
The actuator is disposed in the storage space, and includes actuator means connected to the introduction opening / closing means.
The introduction opening / closing means includes
Moved between a closed position for closing the liquid inlet means and an open position for opening the liquid inlet means,
The actuator means includes
The mixed rooting fluid collecting device, wherein the introduction opening / closing means is moved from the closed position to the open position or from the open position to the closed position.
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