JP3240556B2 - Drilling trench widening drilling device and widening drilling method - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION The present invention relates to a widening excavator provided for constructing a continuous underground wall immediately below an underground obstacle,
The present invention relates to a method for widening an excavation trench using the widening excavator.

[0002]

2. Description of the Related Art Conventionally, in the case of constructing an underground structure such as a continuous underground wall immediately below an existing underground structure such as water and sewage, electricity and gas piping, the following excavation is required to widen the excavation trench. Such an excavator U1 is used. As shown in FIGS. 8 to 10, first, a reaction force member 50 and an excavation guide member 54 are erected in an excavation guide groove B1 formed in a ground G in which an existing underground object C is buried. Then, along the excavation guide member 54, the excavator U1 is suspended from a crane K (see FIG. 8) disposed on the ground via a running block 57 so as to be able to move up and down. The frame body 56 of this excavator U1
The excavating part T provided with the excavating shaft 58 is supported to be freely rotatable in the excavating direction by the expansion and contraction of the hydraulic cylinder 55 which is a rotation driving source.

The excavation shaft 58 is rotated by a rotary drive of a hydraulic motor 53 which is a rotary drive source provided in the excavation unit T, and the excavation unit T is rotated by the hydraulic cylinder 55 to excavate a predetermined location. However, this excavation shaft 58
In general, a plurality of drilling shafts 58 are provided (both excavating shafts 58 in the conventional example and the later-described embodiment will be described by using two drilling shafts). It should be noted that each excavation shaft 58 of the excavation part T has a set interval,
A plurality of excavation bits 58A are arranged at a set angle, and a jet nozzle 58B for injecting high-pressure water to the excavation point to forcibly drop excavation shears, and a water supply pipe for supplying high-pressure water to the jet nozzle 58B (Not shown). The excavator U1 described above is
Although disclosed in Japanese Patent Application No. 8-234969 by the present applicant,
Ground G for burying underground object C by this excavator U1
Regarding the method of excavating the excavation groove immediately below, FIGS.
This will be described below with reference to FIG.

The excavation method includes the following excavation steps. (1) The excavation guide groove B1 is formed in advance on the ground to be excavated, and the reaction force member 50 and the excavation guide member 54 are formed in the excavation guide groove B1.
In the first excavation step, the excavator U1 is lowered in the excavation guide groove B1 along the excavation guide member 54 using the ground crane K shown in FIG. 8 ((1) in FIG. 3).
See). (2) When the excavator U1 reaches a predetermined ground to be excavated, the lowering operation is stopped, and the excavation unit T having the excavation shaft 58 is rotated toward the ground G by the rotation operation of the hydraulic cylinder 55 to excavate. The second excavation step of starting excavation of the ground G by rotating the excavation shaft 58 provided with the bit 58A (see FIG. 10) by the hydraulic motor 53 (see (2) in FIG. 3). (3) A third excavation step in which excavation by the excavation shaft 58 is repeated, and excavation is performed until the excavated waste naturally falls into the excavation guide groove B1 side. At this time, the jet nozzle 58 of the excavation shaft 58
High-pressure water is injected from B (see FIG. 10) to forcibly drop excavation shear (see (3) in FIG. 4). (4) While maintaining the excavation shaft 58 at the above angle, the excavator U
4th excavation step of excavating while moving 1 to the ground G to be excavated in the upper part (see (4) in FIG. 4). (5) While maintaining the excavation shaft 58 at the above angle, the excavator U
A fifth excavation step in which excavation is performed while moving 1 to the ground G to be excavated below (see (5) in FIG. 5). (6) A sixth excavation step of continuing the fifth excavation step and excavating to a predetermined depth to complete excavation of the ground G to be excavated. Excavation of the ground G directly below the underground buried object C is performed by the excavation first step to the excavation sixth step. In addition,
In the excavation guide groove B2 formed on the other side of the ground G to be excavated, the steps from the first excavation step to the sixth excavation step are repeatedly performed.

[0005]

However, according to the above-described excavator U1 and the excavation method using the excavator U1, the burying width of the underground buried object C shown in FIG. 8, that is, the excavation guide groove B1 and the excavation guide groove B2 In the case where the gap is widened, even if excavation is performed from both sides of the excavation guide groove B1 side and the excavation guide groove B2 side, the excavation shaft 5 which is longer than a normal one is used.
If the excavator U1 is not mounted on the excavator U1, it is impossible to excavate through the excavation groove B1 and the excavation groove B2. Such problems arise.

[0006] (1) The excavator U1 to which the excavating shaft 58 having a longer length and an increased weight and a larger shaft diameter is attached is used. In order to maintain the conventional excavating force, a rotary drive source in the excavator U1 is used. It becomes necessary to increase the driving capability such as the torque of a certain hydraulic motor 53. (2) When the excavating shaft 58 is in the state of (1), the excavating portion T on which the excavating shaft 58 is mounted or the frame body 56
Inevitably, in order to increase the strength, the size of the crane K on the ground must be increased to be larger than that of the conventional crane K in order to suspend the excavator U1 which has been increased in size. (3) Further, apart from the conventional excavation shaft 58, the elongated excavation shaft 58 must be prepared and manufactured. (4) Due to these factors, the cost of the excavator U1 itself also increases, and as a result, the cost of mechanical damage and the construction cost of the excavation work for the excavation trench also increase.

Therefore, the present invention aims to improve the above-mentioned problems, and does not add any special improvement to the conventional excavator U1 without using the excavation guide groove B1 and the excavation guide groove B1.
2. The widening digging device for the digging trench, which enables widening digging even when the burial width of the ground for burying the underground buried object C sandwiched between the two is just below the ground, and the widening of the digging trench by the widening digging device It is intended to provide an excavation method.

[0008]

SUMMARY OF THE INVENTION In order to solve such a problem, a digging groove widening digging apparatus according to the present invention comprises a reaction force member and a digging guide material standing in an existing digging groove, and the digging guide material is provided. Includes a frame body that supports an excavating unit having an excavating shaft that is rotated by the driving force of a rotary drive source so as to be rotatable by the driving force of a rotary drive source, and excavation that enables the frame body to be raised and lowered. In the apparatus, the existing excavation groove by the excavation shaft is detachably sandwiched between a connection portion between a base end of the excavation shaft and the rotary drive source in the excavation unit, and transmits a driving force of the rotary drive source. This is a means for solving a configuration including an excavation axis extending means capable of widening excavation. The excavating shaft extending means may be configured to form a screw-shaped excavated earth and sand falling means having a set pitch and a set angle on the outer peripheral surface of the shaft portion.

The method of widening and excavating an excavation trench of the present invention comprises:
The widening excavator provided with the excavation axis extending means serves as a means for solving a configuration in which the conventional first excavation step to the sixth excavation step are repeated.

[0010]

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing an embodiment of a digging groove widening and digging apparatus according to the present invention. Do. In the description of the embodiment, of the reference numerals used in FIGS. 8 to 10 in the description of the conventional excavation equipment U1 for the conventional excavation, those having the same functions are given the same reference numerals. , And a detailed description thereof will be omitted.

FIG. 1 is a side view of a digging trench widening excavator according to the present invention, FIG. 2 is a plan view taken along the line AA of FIG. 1, and FIGS. It is explanatory drawing of the excavation process of the widening excavation method of the excavation groove.

An embodiment of a digging groove widening excavator U according to the present invention will be described with reference to FIGS.

The excavation groove widening excavator U of the present invention shown in FIGS. 1 and 2 has a reaction force member 50 and an excavation guide member 54 erected in an existing excavation groove. A frame body 56 that supports the excavating portion T including the excavating shaft 58 that is rotated by the driving force of the hydraulic motor 53 that is a rotary driving source so as to be rotatable by the driving force of the hydraulic cylinder 55 that is a rotary driving source, In the conventional excavator U1 configured to freely move up and down the frame body 56, the hydraulic motor 53 is detachably held at a connection portion between the base end of the excavation shaft 58 of the excavation part T and the hydraulic motor 53. 53
And a screw shaft S, which is an excavation shaft extending means that enables the excavation shaft 58 to perform widening excavation of the existing excavation groove while transmitting the driving force. As described above, since the excavation shaft 58 is extended by the light screw shaft S, various inconveniences caused by the lengthening of the excavation shaft 58 itself can be avoided.

The screw shaft S has a shaft portion S1.
A falling portion S2, which is a screw-shaped excavated earth and sand dropping means having a set pitch and a set angle, is formed on the outer peripheral surface of the excavation to drop excavated shear generated by excavation into an excavation groove by a screw action. A water supply pipe (not shown) for supplying high-pressure water to a water supply pipe (not shown) of the shaft of the excavation shaft 58 may be formed inside the shaft S1 of the screw shaft S. Good.

A method of widening and excavating the excavation groove immediately below the ground G where the embedding width of the underground buried object C is increased by using the excavation groove widening excavator U having such a configuration will be described below.

(1) After completion of the conventional widening excavation method of the excavation guide groove B1 in the first excavation step consisting of the first excavation step to the sixth excavation step (see FIGS. 3 to 5), U, and the screw shaft S of the excavating shaft extending means for forming the screw-shaped falling portion S2 having the set pitch and the set angle on the outer peripheral surface of the shaft portion S1 between the conventional excavating shaft 58 and the hydraulic motor 53. A clamping step for clamping is performed (see (6) in FIG. 5). (2) Then, the widening excavator U having completed the pinching step repeats the excavation steps from the first excavation step to the sixth excavation step in the conventional first widening excavation step, and the underground buried object C
The excavation method according to the second excavation step is to excavate the excavation groove immediately below the ground G where the embedding width is wide (see (6) in FIG. 5 to (10) in FIG. 7). The same excavation method as described above is performed on the excavation guide groove B2 formed on the other side of the ground G to be excavated.

[0017]

[Example] When the excavation length of widening excavation is specifically set to 4.7 m, if the excavation is performed using a conventional excavator, the required excavation torque requires a torque of approximately 3,430 Kg-m. The diameter is 32cm, and the total weight of the widening rig itself is about 20 tons. On the other hand, in the widening excavator of the present invention, the required excavation torque is approximately 2,200 kg-m, and the diameter of the excavation shaft is
Drilling is possible with a diameter of 27.5 cm, and the total weight of the widening excavator itself is about 15 tons. It is lighter than the conventional widening excavator, and excellent results were obtained in all aspects.

The excavating shaft 58 supported on the frame body 56 described in the embodiment of the widening excavator according to the present invention and the conventional example described above has a bearing angle substantially parallel to the ground surface, ie, By setting the same support angle as the angle orthogonal to the reaction member 50 and the excavation guide member 54 erected in the excavation guide groove B1, the maximum widening excavation is possible. Of course, depending on the hardness of the ground, it is possible to cope with excavation by changing the bearing angle. Moreover, although the excavation shaft 58 of the excavation unit T of the present embodiment has been described as being formed by one excavation shaft 58, the widening excavation device U including the excavation unit T having a plurality of excavation shafts 58 is used. However, it is needless to say that the same problem as that of the widening excavator U described in the present embodiment can be solved, and the same operation and effect can be obtained (particularly, see FIG. 2).

[0019]

According to the apparatus and method for widening a trench according to the present invention as described above, the following effects can be obtained.

(1) It is possible to perform widening excavation without adding any special improvement to the conventional widening device, even when the burial width of the ground for burying an underground buried object sandwiched between excavation trenches is wide and directly below the ground.
Since the excavation length can be appropriately set in consideration of the ground conditions even with the conventional excavation shaft, it is not necessary to use a large hydraulic motor. (2) In addition, since the conventional hydraulic motor, excavation unit, frame body, and the like can be used, a ground crane that suspends the widening excavator can be used as it is. It is possible to cope with even a narrow construction site, and furthermore, it is possible to reduce the mechanical cost and the construction cost of the excavation work for widening the excavation groove.

[Brief description of the drawings]

FIG. 1 is a side view of a digging trench widening digging device according to the present invention.

FIG. 2 is a plan view in a cross section taken along the line AA of FIG. 1;

FIG. 3 is an explanatory view of an excavation step of a widening excavation method by the excavation trench widening apparatus of the present invention, wherein (1) shows a first excavation step and (2) shows a second excavation step.

FIG. 4 shows (3) a third excavation step and (4) a fourth excavation step.

FIG. 5 (5) shows a fifth excavation step, and FIG. 5 (6) is an explanatory view of an excavation method in a second excavation step using the excavation trench widening apparatus of the present invention.

FIG. 6 is an explanatory view of an excavation method in a second excavation step by the excavation trench widening excavator of the present invention.

FIG. 7 is an explanatory view of an excavation method in a second widening excavation step by the excavation trench widening apparatus of the present invention.

FIG. 8 is an explanatory diagram of a digging operation by a conventional digging device.

FIG. 9 is an enlarged side view of the excavator of FIG. 8;

FIG. 10 is a plan view in a cross section taken along line BB of FIG. 9;

[Explanation of symbols]

 B1 Excavation guide groove B2 Excavation guide groove (other side) G Ground S Screw shaft (Excavation axis extension means) S1 Shaft part S2 Drop site (Excavation earth and sand falling means) T Excavation unit U Widening excavator U1 Excavator (Conventional) 50 Power material 51 Drainage pipe 52 Elevating guide 53 Hydraulic motor (Rotation drive source) 54 Excavation guide material 55 Hydraulic cylinder (Rotation drive source) 56 Frame body 57 Running block 58 Drilling axis 58A Drilling bit 58B Jet nozzle

──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Masao Arai 1-25-1, Nishi-Shinjuku, Shinjuku-ku, Tokyo Inside Taisei Corporation (72) Inventor Naoto Usui 25-1, Nishi-Shinjuku, Shinjuku-ku, Tokyo No. Taisei Construction Co., Ltd. (72) Inventor Yoshiyuki Takase 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo Taisei Construction Co., Ltd. (56) References JP 9-250150 (JP, A) JP Hei 9-217344 (JP, A) Actually open 1981-163188 (JP, U) (58) Fields investigated (Int. Cl. ⁷ , DB name) E02F 5/02 E02D 5/18 E21B 7/04

Claims (3)

(57) [Claims] An excavation unit having an excavation shaft that is rotated by a driving force of a rotary drive source is supported on a frame body that can move up and down along an excavation guide member that is erected together with a reaction force member in an existing excavation groove, An excavator that is rotatable in an excavation direction by a driving force of a rotation drive source, the excavator being detachably sandwiched between a base end of the excavation shaft and a connection portion between the rotary drive source, It enables widening excavation of the excavation trench, and comprises excavation axis extending means that is lightweight so as not to increase the driving capability of the rotary drive source.Around the excavation axis, at a set interval and an angle,
A plurality of drill bits and a jet nozzle for injecting high-pressure water are provided, and the drill shaft and the drill shaft extension means are equipped with a water supply pipe for supplying high-pressure water to the jet nozzle. Digging trench widening drilling rig. 2. The excavation groove according to claim 1, wherein the excavation axis extending means is a screw-shaped excavation earth and sand dropping means for dropping excavation waste generated by excavation into an existing excavation groove by a screw action. Widening drilling rig. 3. An excavation having an excavation guide groove formed in advance on a ground to be excavated, a reaction material and an excavation guide material standing upright in the excavation guide groove, and an excavation shaft rotating by a driving force of a rotary drive source. The frame includes a frame body for supporting the portion rotatably by the driving force of the rotation drive source, and an excavating device for lowering the excavating device capable of moving up and down the frame body along the excavation guide material in the excavation guide groove. One step, when the excavator reaches a predetermined excavation scheduled position, stops its lowering, and turns the excavating part supported by the frame body to the ground side by the driving force of the turning drive source toward the ground side, and the rotation of the excavating part Excavation second step of excavating the ground by rotation by the driving force of the source, and excavation third step of repeating excavation by rotation of the excavation axis of the excavation part to excavate the excavation to an angle at which the excavation falls naturally to the excavation guide groove side. And the drill axis While maintaining the angle in the excavation third step,
A fourth excavation step of excavating while moving the excavator to the ground to be excavated in the upper part, and while maintaining the excavation axis at the angle in the third excavation step,
A fifth step of excavating while moving the excavator to the ground to be excavated below, and excavating to a predetermined depth by continuing the fifth step of excavation,
A sixth excavation step for completing excavation of the ground to be excavated, and a first excavation step comprising: A pinching step of pinching excavation axis extending means that enables widening excavation of an existing excavation groove by the excavation axis while transmitting the driving force of the rotary drive source to a connection portion between the base end of the excavation axis and the rotary drive source; A second excavation step of repeating the first excavation step to perform widening excavation of an existing excavation groove by a widening excavation device that has completed the pinching step. .