AU632656B2 - Shaft construction method - Google Patents

Description

38165DIV AWT:PFB

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L r. A MARRS X SUBOFFICE I 2 4 JbQ11 2"4 JAN 1991 LSOUt.t AJST, <1 OMMONWEALTH OF AUSTRALIA 6 3 2 6 6 Form 10 Patents Act 1952 COMPLETE SPECIFICATION

(ORIGINAL)

FOR OFFICE USE: Class Int. Class Application No Lodged Complete Application No Specification Lodged Published Priority: o* 4 4 44 @4 4L; @0 4 9 Related art: TO BE COMPLETED BY APPLICANT Name of Applicants: 4 4@ *I 9 Address of Applicants: KABUSHIKI KAISHA LITTLE ROCK, YOSHINOBU KOIWA, KELBIN CO. LTD and SHUICHI FUJIMORI respectively of 703, Sankakucho, Chiba-shi, Chiba-pref. JAPAN, 172-14, Kotehashicho, Chiba-shi, Chia-pref. JAPAN, 2-8 Roppongi 2-chome, Minato-ku, Tokyo, JAPAN and 19-5, Kugenuma-Matsugaoika 2-chome, Fujisawa-shi, Kanagawa-pref. JAPAN YOSHINOBU KOIWA Care of COLLISON CO., 117 King William Street, Adelaide, South Australia, 5000 Actual Inventor: Address for Service: Complete Specification for the invention entitled: SHAFT CONSTRUCTION METHOD The following statements is a full description of this invention, including the best method of performing it known to us: L i 2 SHAFT CONSTRUCTION METHOD BACKGROUND OF THE INVENTION Field of the Invention The present invention relates to a method of constructing a shaft with improved operating efficiency.

1 0 Description of the Prior Art When a scheduled building construction site has poor ground, the ground is generally given improvement treatment prior to the construction. Such ground treatment usually consists of hardening the soil by permeating it with a 15 hardening agent. One method that has come into extensive use in recent years Sis the injection mixing method in which air and hardener are forced into the ground under high pressure to form a pile-shaped solid mass. The apparatus for implementing the injection mixing method consists of a high-pressure pump for pumping the cement or the like that constitutes the hardener; a compressor to supply the air; and a machine to operate a double-walled boring pipe the tip of which is provided with a nozzle.

The high-pressure pump is usually a plunger-type pump, which is used to pump the hardener from a mixer under very high pressure. The machine mixes the 2,g, air and hardener and injects it into the ground from the nozzle of the doublewalled boring pipe. For this, the boring pipe is inserted into a borehole in the ground, and for the injection process is revolved while being raised up from the Sbottom part of the hole. A columnar mixed region of soil and hardener is thereby formed in the ground, which the setting of the hardener forms into a pileshaped solid mass.

The injection mixing method is widely employed because it provides good operational efficiency. However, the diameter of the columnar mixed region is dependent on soil condition and pump performance, and in sandy soil or clay the standard effective diameter is limited to 2000±200 mm.

I I Figure 6 illustrates the method generally employed to construct a shaft having an inside diameter of 3500 mm, as shown in Figure 5, using the injection mixing method. The double-walled boring pipe of the operating machine is inserted into the bottom 101 of the shaft 100 in sequence from al to a4 to inject the hardener and form a columnar mixed region 102. The double-walled boring pipe is then inserted from bl to bl 0 to around the perimeter of the shaft 100 to form a columnar mixed region 103. After the hardener has set the inner portion of the mixed region 102 is excavated to thereby produce the shaft 100 having the prescribed diameter.

With the conventional shaft construction method described above, the operation of removing the portion indicated in the drawing by shading to produce the requisite diameter D is rendered difficult owing to the fact that the hardener has set, which has kept operating efficiency down. In addition, the need to form 1 5 numerous columnar mixed regions 102 and 103 requires much time.

.0% o SUMMARY OF THE INVENTION 4 It is therefore an object of the invention to provide a shaft construction method that enables shafts of the requisite diameter, together with a continuous wall, to be constructed quickly.

The shaft construction method according to the invention comprises the S depthwise operation of a revolving operating pipe that is revolved within a prescribed range and operated to inject ground hardener from jetting elements provided on the side of the operating pipe to form a columnar mixed region of soil and hardener in the ground, wherein these columnar mixed regions are provided side by side to form a continuous wall of shafts.

The shaft construction method further comprises the depthwise operation of a revolving operating pipe that is revolved within a prescribed range and operated to inject ground hardener from jetting elements provided on the side of the operating pipe to form a columnar mixed region of soil and hardener in the ground, wherein the jetting element is operated at a prescribed spacing around the perimeter of a circle or an ellipse to form columnar mixed regions on the i outer side of the circle or ellipse.

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'Zi c~" The prescribed range may be less than 3600 in a preferred embodiment of the invention.

The shaft construction method also comprises the depthwise operation of a revolving operating pipe that is revolved within a prescribed range and operated to inject ground hardener from jetting elements provided on the side of the operating pipe to form a columnar mixed region of soil and hardener in the ground, wherein the jetting element is operated beforehand at the bottom part of the shaft to form a pile of a set thickness at the bottom part of the shaft.

BRIEF DESCRIPTION OF THE DRAWINGS The objects and features of the present invention will become more apparent from a cor-sideration of the following detailed description taken in conjunction with the accompanying drawings in which: Figure 1 is a drawing showing an overall view of the shaft construction method according to the present invention; t o Figure 2 is a cross-sectional view of the high-pressure pump Sa a employed in the present invention; Figure 3 and Figures 4a to 4f are cross-sectional views C0" illustrating the steps of the shaft construction method of this oe CC invention; .;oooFigure 5 is a cross-sectional view of a shaft; Figure 6 is a general view illustrating a conventional shaft construction method; Figure 7 is a perspective view showing a wall constructed using the shaft construction method of the invention; and Figures 8 to 11 are drawings illustrating the construction of round or ellipsoid shafts by the method of the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT

TO

r The invention will now be described in detail with reference to the drawings.

Figure 1 shows an example of an apparatus used in the construction method of this invention. In Figure 1, reference numeral 1 denotes a machine for raising/lowering and revolving a double-walled boring pipe 2; reference numeral 3 denotes a high-pressure pump for pumping hardener mixed by a mixer 4 and an agitator 5; 6 is a hydraulic unit that drives the high-pressure pump 3; and 7 is a compressor for mixing air in with the hardener pumped by the high-pressure pump 3. A pump (not shown) is used to supply the mixer 4 with water from a water tank 8.

The end of the double-walled boring pipe 2 of the machine 1 is provided with a nozzle (not shown) from which hardener pumped by the pump 3 is injected into the ground.

The machine 1 is equipped with a drive section for general rotation of the o double-walled boring pipe 2 and a drive section for rotating the double-walled boring pipe 2 within a prescribed range, and is provided with a switchover device for selecting the drive.

The drive sections rotate the double-walled boring pipe 2 by means of a rack and pinion arrangement, for example, with the pinion imparting a reciprocating S action to the rack. As one example, a projecting portion is provided at each end o I of the rack to operate a microswitch, for example, and thereby change the direction of rotation of the boring pipe 2. The degree of rotation of the double- S walled boring pipe 2 can be controlled by shifting the position of the projecting portions on the rack, thereby changing the position at which the microswitches are operated.

An example of the high-pressure pump 3 will now be described with reference to Figure 2. The high-pressure pump 3 is comprised of a valve box 10 provided with a valve chamber 9, a plunger box 12 provided with a plunger 11, and a box 13 forming a pressure action chamber 13a disposed between the valve box and the plunger box 12.

The valve box 10 has an inlet passage 14 and an outlet passage 15 that communicate with the valve chamber 9 and which are provided with an inlet valve 16 and an outlet valve 17, respectively. The inlet valve 16 and the outlet valve 17 each have a seat 19 having a valve seat formed into a concave, semispherical shape and a multiplicity of small holes 18 that extend axially from the concave valve seats; a valve-piece 20 that has a spherical shape corresponding to the said concave valve seats; and a valve spring 21 that urges the valve-piece 20 against the seat 19. The holes 18 are for limiting the in-flow of particles that exceed a given size.

1 0 In the side wall 22 of the valve box 10 is a passage 23 that connects the pressure-action chamber 13a with the interior of the valve chamber 9, and provided at the opening of the passage at the pressure-action chamber 13a end is a screening member 24 constituted of a mesh screen or the like that limits the entry of particles that exceed a given size.

The end of the plunger 11, which is maintained within a cylinder 25 in the plunger box 12 via a V-packing 26 so as to project into the pressure-action S chamber 13a, is reciprocated at high speed by a drive means (not illustrated).

0 4 4 A resilient membrane 27 is provided in the pressure-action chamber 13a to divide the pressure-action chamber 13a into a cylinder 25 side A and a valve chamber 9 side B. The cylinder 25 side A of the resilient membrane 27 is filled S with an operating medium 28, such as oil.

Construction of a shaft, such as the one shown in Figure 3, using the above apparatus will now be described. The double-walled boring pipe 2 of the machine 1 is positioned at the location where the shaft is to be constructed. The boring pipe is then used to bore a hole to the required depth, using an appropriate pipe rotation and boring rate for the conditions of the ground 3'Q: concerned (Figure 4a). The double-walled boring pipe 2 uses high-pressure jetting from its nozzle to bore the hole, penetrating into the ground 29 under its own weight. Alternatively, the boring pipe 2 may be inserted after the hole has been bored by another means.

After the hole has been bored to the required depth, the revolving boring pipe 2 is then withdrawn up the borehole 30 (Figure 4b) while the high-pressure pump 3 is operated to inject hardener from the nozzle. The rate at which the boring pipe 2 is withdrawn up the borehole and the rate at which the pipe is rotated are set in accordance with the nature and softness of the ground concerned. The hardener consists of cement such as portland cement, for example, as the main constituent and an admixture of a water-reducing agent such as montmorillonite or calcium, suitably combined with a cement based ground improvement agent, with the proportions of the constituent components being changed to suit the ground concerned, and mixed with water.

The injection of the hardener breaks up the texture of the soil ground and forms a columnar pile 31 in the ground, such as shown in Figure 4c. The doublewalled boring pipe 2 is then inserted in the centre of the pile 31. This insertion of the boring pipe 2 is preferably done after the pile 31 has hardened to some extent. For example, the insertion is started after the initial hardening of the cement. The boring pipe 2 is inserted to a depth that is slightly above the depth to which it was inserted to inject the hardener. The high-pressure pump 3 is then operated to pump in an inhibitor that inhibits the setting of the hardener.

The main constituent of the hardener being cement, which is alkaline, an acid inhibitor is employed. The pump delivery rate for pumping the inhibitor is set below the rate used to inject the hardener.

As it revolves, the double-walled boring pipe 2 is gradually raised up from the bottom part of the pile 31 while the injection of the inhibitor from the nozzle proceeds (Figure 4d), whereby the inhibitor forms a pile 32 within the pile 31 2 5 (Figure 4e). Thus, the hardener is inhibited from setting at the inner part of the 444404 0 0 pile 31 and only sets at the outer part 33. This inner part which does not harden owing to the action of the inhibitor can then be easily excavated to thereby form the required shaft (Figure 4f).

a The use of the above apparatus to construct the continuous wall illustrated in Figure 7 will now be described. In the same way as when constructing the shaft described above, the double-walled boring pipe 2 of the machine 1 is positioned at the location where the continuous wall is to be constructed and the boring pipe is used to bore a hole to the required depth, using an appropriate pipe rotation and boring rate for the conditions of the ground concerned (Figure 4a). The double-walled boring pipe 2 uses high-pressure jetting from its nozzle to bore the hole, penetrating into the ground 29 under its own weight.

Alternatively, the boring pipe 2 may be inserted after the hole has been bored by another means.

After the hole has been bored to the required depth, the revolving boring pipe 2 is then withdrawn up the borehole 30 (Figure 4b) while the high-pressure pump 3 is operated to inject hardener from the nozzle. The rate at which the boring pipe 2 is withdrawn up the borehole and the rate at which the pipe is rotated are set in accordance with the nature and softness of the ground concerned. The 1 0 composition of the hardener is the same as that of the hardener used for the above shaft construction.

The injection of the hardener breaks up the texture of the soil ground and forms a columnar pile 31 with a fan-shaped cross-section, as shown in Figure 4c.

These piles 31 having a semicircular cross-section are formed with an overlap Sbetween adjacent piles. This results in the formation of a continuous wall 72 of columnar piles 71, as shown in Figure 7.

o Figure 8 shows a shaft 34 having a prescribed inside diameter D, constructed by the following method. The double-walled boring pipe 2 is inserted into the ground to a fixed depth and rotated to inject hardener to form a columnar pile Shaving a diameter that is at least D. The pile 35 thus formed has a set thickness S at the position that forms the bottom of the shaft 34. Next, with reference to SFigure 9, the double-walled boring pipe 2 is operated at evenly spaced positions bl to bl 0 around the perimeter of a circle 36 of a diameter D to form Sfan-shaped columnar piles 37 on the outside of the circle 36 with a partial overlap between adjacent piles 37. Earth and sand, etc., are then removed from an inner portion 38 enclosed by the piles 37 to thereby form the shaft 34.

M3': Figures 10 and 11 are for illustrating a method of constructing an ellipsoid shaft 39. In this case, when constructing the bottom 39a of the shaft 39, the doublewalled boring pipe 2 is operated twice at points a and g' which are offset relative to each other by a set distance. The double-walled boring pipe 2 is then operated at evenly spaced positions bl to bl0 around the perimeter of an ellipsoid 40 to form fan-shaped columnar piles 41 around the ellipsoid 40 with a partial overlap between adjacent piles 41, to thereby form a side wall 39b of the 1 i 9 shaft 39. The ellipsoid shaft 39 is then formed by removing the soil from an inner portion 42 enclosed by the piles 41.

As has been described in the foregoing, the shaft construction method according to the present invention offers numerous features, advantages and effects, which will now be summarized.

One embodiment uses a pump-driven injection mixing method in which the pipe element is rotated stepwise by prescribed degrees to construct piles side by 1 0 side with some overlap, which makes it easy to form a continuous wall where it is desired to avoid the injection of hardener.

This is ideal when it is necessary to prevent hardener flowing into a nearby S river, for example.

V An alternative embodiment describes the construction of a circular or elliptical shaft in which the excavation of the central portion is facilitated, improving construction efficiency.

"P.0 With reference to a preferred method, because the high-pressure pump used has 2.5 or 3 times more output capacity than the pumps used in the prior art, the injection mixing method can be used to construct a columnar pile at the bottom of the shaft in a single step. Moreover, as the size of the radius of the S semicircular piles is proportional to the pump output, compared with the prior art, it takes fewer injection operations to construct a shaft, and is therefore more S efficient.

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Claims (3)

1. A shaft construction method comprising: the depthwise operation of a revolving operating pipe that is rotated within a prescribed range and operated to inject ground hardener from jetting elements provided on the side of the operating pipe to form a columnar mixed region of soil and hardener in the ground, wherein these columnar mixed regions are provided side by side to form a continuous wall of shafts.

2. A shaft construction method comprising: the depthwise operation of a revolving operating pipe that is rotated within a prescribed range and operated to inject ground hardener from jetting elements provided on the side of the operating pipe to form a columnar mixed region of soil and hardener in the 1 5 ground, wherein the jetting element is operated at a prescribed spacing around the perimeter of a circle or an ellipse to form columnar mixed regions on the outer side of the circle or ellipse to form a continuous wall around the circle or ellipse.

3. A shaft construction method as in claim 1 or claim 2 wherein 20 the prescribed range is less than 3600. *0 Dated this 3rd day of November 1992 KABUSHIKI KAISHA LITILE ROCK, 9 YOSHINOBU KOIWA, KELBIN CO. LTD. and 9 SHUICHI FUJIMORE By their Patent Attorneys COLLISON CO. NT0 Lh