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    • 4. 发明专利
    • Grouting work and rod for excavation and injection of grout
    • GROUTTING工作和挖掘和注射GROUT的工作
    • JPS59145818A
    • 1984-08-21
    • JP1864883
    • 1983-02-07
    • Nakanishi WataruNippon Sogo Bosui KkNippon Soiru Kogyo KkNitto Chem Ind Co LtdYamaguchi Kikai Kogyo Kk
    • TOKORO TAKEHIKOKASHIMA SHIYOUICHIMURATA MINEO
    • E02D3/12
    • E02D3/12
    • PURPOSE:To inject and permeate a grout into the surrounding ground with low speeds under low pressures by using an excavating and injection rod having an outlet and an inlet for a boring liquid at the tip end portion of a small outside diameter, integrated with the tip of the body of a large outside diameter. CONSTITUTION:When water W is supplied through a swivel and inner tube 6, the water W passes through an inside path 7, a communication port 13, an aperture 12, a valve-housing chamber 8, and a groove 14a and is jetted from a jet nozzle 16 to form a hole. When the liquids A and B of a two-component grout material are each sent into the aperture between an inner tube 6 and an outer tube 1, an annular spool valve 9 is pushed down, together with a spring 10, along the valve-housing chamber 8 by the pressure of the liquid B, and the liquids A and B are mixed together in a mixing chamber 8a and discharged into the ground through the aperture. The excavating and injection rod is pulled up, the grout material is injected into the space formed between the rod and the excavated wall, and then the same operations are orderly repeated.
    • 目的:通过使用具有出口的挖掘和注射杆,在低外径的低速下将灌浆液渗透到周围的地面中,该挖掘和注射杆在小外径的顶端部分处与钻孔液体的入口一体化, 的身体外径很大。 构成:当通过旋转管6和内管6供给水W时,水W通过内部路径7,连通口13,孔12,阀容纳室8和槽14a,并从其中喷出 喷嘴16形成孔。 当双组分灌浆材料的液体A和B各自被送入内管6和外管1之间的孔中时,环形滑阀9与弹簧10一起沿着阀壳向下推 通过液体B的压力将液体A和B混合在混合室8a中,并通过孔排出到地面中。 挖出和注射杆被拉起,将浆料注入到杆与挖掘墙之间的空间中,然后重复相同的操作。
    • 5. 发明专利
    • Grout injection work and apparatus therefor
    • GROUT注射工作及其设备
    • JPS5952015A
    • 1984-03-26
    • JP16042782
    • 1982-09-14
    • Nakanishi WataruNippon Sogo Bosui KkNippon Soiru Kogyo KkNitto Chem Ind Co LtdYamaguchi Kikai Kogyo Kk
    • TOKORO TAKEHIKOKASHIMA SHIYOUICHIMURATA MINEO
    • E02D3/12
    • E02D3/12
    • PURPOSE:To consolidate an injected grout by a projection to secure injection voids by a method in which an injection tube having projections on its periphery is penetrated into the ground, a grout is injected through the inlet of the injection tube under low pressures while pulling up the injection tube by a small extent. CONSTITUTION:A pit 4 is drilled to a given depth under soft ground by using an injection tube 1 having projections 0.5-10mm. in height in places 5-50cm from the tip of the injection tube on its peripheral wall while giving a rotation force and a penetrating force to the tube 1 and also while discharging drilling water W from its jet nozzle 3. From an injection port 5 formed at nearly tip portion of the projections 2, a quick-setting grout S1 is injected to the surrounding ground and the tube 1 is pulled up by 5-50cm. Whereupon, a grout S1 is consolidated by the projections 2 to produce a remarkable packer effect, and an injection void Ho is formed after moving the projections 2. Furthermore, a slow-setting grout L1 is injected at a low pressure of 50kg/cm or less from the injection port 5. These operations are repeated.
    • 目的:为了通过一个突出部来固定注入的浆料,通过其周边具有突出部的注射管被穿入地面的方法来确保注射空隙,通过注射管的入口在低压下注入灌浆,同时拉起 注射管的程度很小。 构成:通过使用具有0.5-10mm的突起的注射管1,在软地面下钻一个坑4给定的深度。 在其周壁上距离注射管的尖端5-50cm的位置,同时向管1施加旋转力和穿透力,并且同时从其喷嘴3排出钻井水W.从形成的喷射口5 在突起2的近尖端部分,将快速灌浆灌浆S1注入周围地面,并将管1拉起5-50cm。 于是,通过突起2将灌浆S1固结,产生显着的封隔效应,并且在移动突起2之后形成喷射空穴Ho。此外,在50kg / cm 2的低压下注入缓慢灌浆浆料L1, 2>以下。这些操作被重复。
    • 9. 发明专利
    • METHOD AND APPARATUS FOR GROUT INJECTION WORK
    • JPS58106013A
    • 1983-06-24
    • JP20404781
    • 1981-12-16
    • NIHON SOIRU KKNIPPON SOGO BOSUI KKYAMAGUCHI KIKAI KOGYO KK
    • TOKORO TAKEHIKOKASHIMA SHIYOUICHIMURATA MINEO
    • E02D3/12
    • PURPOSE:To simplify the structure of a grout injection system by a method in which each liquid of a two-component curable grout is sent to the first flowpath in an outer tube and the second flowpath with a spool valve in an inner tube, joined in an annular mixing chamber, and then injected into the surrounding ground while being mixed. CONSTITUTION:A first flowpath P1 is formed between outer tubes 22A-22C of a tip device 6 connected to an injection tube body 4 and an inner tube 26, and also a second flowpath P2 is formed in the inner tube 26. When excavating a hole underground, boring is made by jetting a boring water W from a nozzle 10 through a check valve 28, the first flowpath p1, the spool valve 42, and a check valve 36. Also, when improving the ground, the first liquid G1 is sent under pressure to the first flowpath P1 and the second liquid G2 is sent to the second flowpath P2, whereupon the spool valve 42 is pushed down by the second liquid G2 and the liquid G2 is discharged from a discharge port 46 and at the same time a shutter 42B is moved downwards from an injection port 12 to form an annular mixing chamber 48. Then, the first and second liquids G1 and G2 are joined there and mixed, and the mixed liquid is injected from the injection port 12 into the surrounding groud.