JP4831511B2 - Construction method of foundation pile - Google Patents

Description

  The present invention relates to a construction method of a foundation pile by so-called on-site construction in which a reinforcing bar is buried in a pile hole or a construction method of a foundation pile in which a ready-made pile is buried in a pile hole.

(1) Conventionally, in the method of constructing foundation piles by burying ready-made piles in pile holes, heavy machinery equipped with electrically driven augers (hereinafter referred to as “electric heavy machinery”) is used as heavy machinery capable of continuous excavation. (Patent Document 1). On the other hand, in the method of constructing a foundation pile by constructing steel bars and concrete in the pile hole, a heavy machine equipped with a hydraulically driven auger (hereinafter referred to as “hydraulic heavy machine”) is used as a heavy machine capable of large-diameter excavation. (Patent Document 2).

(2) An electric heavy machine has a structure in which an electrically driven auger is mounted on a vertical self-supporting columnar tower (generally up to a height of about 15 m) and a drilling rod is connected to the lower end of the auger. It was. Therefore, once the auger is located near the ground after digging, the excavation rod is once disconnected from the auger, and the upper end or middle of the excavation rod is supported near the ground so that the auger can be positioned at the top of the columnar tower. For example, a drill rod (about 5 to 15 m in length) could be added between the held drill rod and the auger. Therefore, it was possible to continuously excavate by 5 to 15 m corresponding to the length of the excavation rod while adding, and to excavate the pile hole to a deeper position by feeding the excavation head. Moreover, it was also possible to form a long ready-made pile corresponding to the depth of the pile hole and embed it in the pile hole while connecting the ready-made pile attached to the auger when the ready-made pile was buried.

  Therefore, in the ground using this ready-made pile, if there is a support ground in a deep position, it may exceed 60 m at the maximum, so it was indispensable to satisfy the speed of excavation speed. Type heavy machinery was suitable. Conversely, hydraulic heavy machinery with a slow excavation speed was never used.

  Also, in the electric heavy machinery, the structure of the auger of the drive part and the structure of the tower that supports the auger are columnar, so that the excavation center axis is parallel to the axis of the tower and the excavation center axis Because it had to be separated from the tower, if a large and heavy auger was installed, the pillar-shaped tower could not stand on its own, and it was necessary to support it with wires, etc., and could not handle a large diameter. Therefore, in the foundation pile construction method using the ready-made pile, the outer diameter of the foundation pile is about 150 cm at the maximum due to the limit of the outer diameter of the ready-made pile to be manufactured and the limit of the electric heavy machinery.

  Therefore, in the foundation pile construction method with a long pile length using ready-made piles, electric heavy machinery is exclusively used, and it is not necessary to use hydraulic heavy machinery.

(3) On the other hand, since there is no limit to the size of the reinforcing bar cage to be manufactured, many pile holes with a pile diameter of 200 cm to 300 cm have been employed in the field-built piles. In this case, in order to enable large-diameter excavation in hydraulic heavy machinery, the tower that supports the auger of the driving part is shaped like a crane, and it can sufficiently handle large-diameter pile holes by changing the inclination of the tower. We were able to.

  In this case, the auger is generally supported in the vicinity of 3 to 5 m above the ground, and a telescoping drill rod that can be extended and retracted is installed through the auger to raise and lower the drill rod and deepen while extending the drill rod. The head of the drill rod was sent to the position to drill the pile hole. Therefore, with this hydraulic heavy machine, if excavation was performed at a distance of 3 to 5 m between the ground and the auger at the maximum, the auger had to be stopped once and the rods had to be extended, and continuous excavation was not possible. .

On the contrary, in order to support the auger at a high position from the ground for continuous excavation, it is necessary to enlarge the crane (for example, to support the auger at 15 m above the ground, a crane of about 20 m in length is required. As a heavy machine that performs excavation work while traveling on site, the traveling part becomes large, and such a large heavy machine could not be realized.
JP-A-9-41377 JP-A-7-243294

(1) In the case of the conventional heavy machine, the current electric heavy machine has a limit in driving force, and the maximum drillable diameter is about 150 cm, although it depends on the structure of the drilling head used. Therefore, electric heavy machinery cannot cope with a large diameter exceeding 150 cm, and when excavating a large-diameter pile hole, the speed is slow, but exclusively hydraulic heavy machinery has been used. Therefore, in the foundation pile construction method by site construction, hydraulic heavy machinery was exclusively used, and electric heavy machinery was excluded in large-diameter excavation exceeding 150 cm.

(2) In addition, considering the ground conditions at the construction site, it was decided whether to use foundation piles constructed on site, foundation piles using ready-made piles, or foundation piles to be applied to each construction site . In addition, since the characteristics are different for each heavy machine as described above, more useful heavy machines are generally used depending on the construction contents. Moreover, the contractor who constructs a foundation pile by a site-built pile and the contractor who constructs a foundation pile using a ready-made pile were different contractors. Also, heavy machinery takes 1-2 days when assembling the tower that raises and lowers the auger to which the excavation head is attached, and replacing heavy machinery during the pile driving construction period causes waste of the process. At the site, either the site-built pile or the ready-made pile was selected and adopted.

  Therefore, one of hydraulic-driven heavy equipment and electric-driven heavy equipment is selectively used for one site, and both heavy machinery are not placed on the same site. It was. Therefore, the features of each heavy machine could not be fully utilized, and the shortening of the construction period and the quality of the foundation pile remained at the present conditions.

  However, in the present invention, since one foundation pile is constructed by combining an electric heavy machine and a hydraulic heavy machine, the above-mentioned problems have been solved by making use of the characteristics of both heavy machines.

That is, this invention is a construction method of a foundation pile characterized in that the foundation pile is constructed by excavating a pile hole that forms an enlarged diameter portion at the middle or bottom of the pile hole by taking the following procedure. .
(1) A heavy machine capable of continuous excavation (hereinafter referred to as “first heavy machine”) with a first excavation head corresponding to the diameter of the pile hole shaft at the pile hole excavation position, and a second corresponding to the diameter of the enlarged diameter part of the pile hole A heavy machine capable of excavating large diameters (hereinafter referred to as “second double machine”) equipped with a drilling head is arranged.
(2) Place the first excavation head of the first heavy machine at the pile hole excavation position and excavate the pile hole shaft with the first excavation head. At this time, the excavation data in the depth direction is accumulated while excavating and used as the first excavation data and displayed in real time.
(3) After the excavation of the shaft part of the pile hole, the first head is taken out from the pile hole being excavated to the ground.
(4) Subsequently, the second excavation head of the second double machine is inserted into the pile hole in the middle of excavation, and is lowered to the enlarged excavation position. A pile hole is constructed and the second excavation head is raised to the ground. At this time, the excavation data in the depth direction is accumulated while excavating and used as the second excavation data, and the first excavation data and the second excavation data are used for one foundation pile construction by combining the depth methods. Create and display integrated drilling data.
(5) Then, before the Kikuiana, the already-made pile installed in cement solidified co, constructing a foundation pile.

Moreover, another invention is the construction method of a foundation pile characterized by excavating a pile hole and constructing a foundation pile as follows.
(1) A heavy machine capable of continuous excavation (hereinafter referred to as “first heavy machine”) with a first excavation head corresponding to the diameter of the pile hole shaft at the pile hole excavation position, and a second corresponding to the diameter of the enlarged diameter part of the pile hole A heavy machine capable of excavating large diameters (hereinafter referred to as “second double machine”) equipped with a drilling head is arranged.
(2) The first excavation head of the first heavy machine is placed at the pile hole excavation position, and the first excavation head excavates the small-diameter pile hole shaft portion with a diameter smaller than a predetermined pile hole shaft diameter. At this time, the excavation data in the depth direction is accumulated while excavating and used as the first excavation data and displayed in real time.
(3) After the completion of excavation of the small-diameter pile hole shaft of the pile hole, the first head is taken out from the pile hole being excavated to the ground.
(4) Subsequently, by inserting the second excavation head of the second double machine into the pile hole in the middle of excavation, expanding the small diameter pile hole shaft portion to excavate the pile hole shaft portion of a predetermined diameter, A pile hole is constructed and the second excavation head is raised to the ground. At this time, the excavation data in the depth direction is accumulated while excavating and used as the second excavation data, and the first excavation data and the second excavation data are used for one foundation pile construction by combining the depth methods. Create and display integrated drilling data.
(5) Then, before the Kikuiana, with cement solidified product was installed already made piles to build the foundation pile.

Moreover, in the above, it is a construction method of the foundation pile which excavates a pile hole as follows.
(1) A second excavation head corresponding to both the diameter of the pile hole shaft and the expanded diameter is attached to the second double machine, and the pile hole shaft is attached to a predetermined diameter on the small diameter side of the second excavation head. Drill to expand to diameter.
(2) Subsequently, the second excavation head is lowered to the enlarged excavation position, and on the large diameter side of the second excavation head, diameter expansion excavation is performed at a predetermined position to construct a pile hole having an enlarged diameter portion. , Raise the second drilling head to the ground.

  Further, in the above, while operating the second heavy machine at one pile hole excavation position, the first heavy machine is moved to another pile hole excavation position, and the shaft portion of the pile hole is moved by the first excavation head. This is a construction method for excavating foundation piles.

Moreover, it is the construction method of the foundation pile which uses the 1st heavy machine and the 2nd double machine which were comprised as follows in the above.
(1) The first heavy machine is provided with an electric rotary drive that moves up and down a columnar tower, and the upper end of the excavation rod is detachably attached to the lower end of the rotary drive.
(2) A hydraulic rotary drive machine was installed in the crane type tower with the second double machine, and a drilling rod was attached to the rotary drive machine.

  The above-mentioned “heavy machine capable of continuous excavation” is a heavy machine attached so that an auger that is driven to rotate by attaching a drilling rod (with a drilling head attached to the lower end) can be moved up and down in the vertical direction, The excavator can be continuously excavated as long as the auger moves from the uppermost position to the lowermost position. Further, it means a heavy machine that can easily add a drilling rod and can continuously drill a deep pile hole by inserting a drilling head to a deep position while adding a drilling rod. A deep pile hole means the heavy machinery which can be excavated to the depth of about 30-60m, for example. The current heavy machinery is, for example, a so-called pile driver, and is a vertically self-supporting heavy machinery having a structure that has an auger that moves up and down a columnar tower. In this case, the auger is often electrically driven at present.

  The “heavy machine capable of large-diameter drilling” in the above refers to a heavy machine capable of large-diameter drilling compared to “heavy machine capable of continuous drilling”. It has a structure equipped with an auger that can be installed. The large diameter is a structure that enables excavation of about 120 to 400 cm. In the current heavy machinery, for example, a crane-type heavy machinery used for an earth drill method or the like is applicable. In this case, the auger is often hydraulically driven at present.

  Since this invention excavates the shaft part of a pile hole with a “heavy machine capable of continuous excavation”, the excavation speed is high, even in the case of deep foundation piles, compared to the case of using “a heavy machine capable of excavating large diameters”. Can be excavated quickly. In addition, after excavating the shaft part of the pile hole, the "large machine capable of excavating large diameter" is used to excavate the enlarged part of the pile hole, so when excavating only with "heavy machine capable of continuous excavation" Compared with, drilling of large diameter is possible. Therefore, it is possible to efficiently excavate pile holes and build foundation piles by making the most of the characteristics of heavy machinery, rather than using both heavy machinery alone, and as a whole, improve the quality of foundation piles and shorten the construction period. There is an effect that can be achieved.

  Also, “heavy machinery capable of continuous excavation” and “heavy machinery capable of large-diameter excavation” can be used at the same construction site and at different pile hole excavation positions at the same time. Drilling holes and building foundation piles are possible.

(1) This invention is characterized by excavating a pile hole 22 having an enlarged diameter portion 24 using a heavy machine capable of continuous excavation and a heavy machine capable of large-diameter excavation (FIG. 1A). To (d)). The enlarged diameter portion 24 is usually formed at the bottom of the pile hole 22, but is appropriately selected depending on the required performance of the foundation pile such as an intermediate portion and a pile head. Moreover, the enlarged diameter part 24 can also be formed in several positions.

  A heavy machine capable of continuous excavation is a so-called electric heavy machine 4 in which an excavation rod 8 having a first excavation head 10 for excavating the shaft portion 23 is attached to an auger 6 that is electrically driven (FIG. 1A). . Since the auger 6 can move up and down over almost the entire length of the columnar tower 5, the first drilling rod 10 can be lengthened without replacing the rod by adding the first drilling rod 10 within the range in which the auger 6 can be moved up and down. Because it can, continuous excavation is possible.

  A heavy machine capable of excavating large diameters is a so-called hydraulic heavy machine 14, which is configured by attaching a hydraulically driven auger 16 to a crane type tower 15. The excavation rod 18 to which the second excavation head 20 for expanded diameter excavation is attached is attached to the tip of the auger 16. Further, the hydraulic heavy machine 14 can extend the length of the second drilling rod 18 by extending the extendable drilling rod 18.

  The hydraulic auger 16 that is large and capable of excavating large diameters cannot be mounted on the columnar tower 5.

For example, when the abilities of both augers 6 and 16 are compared, the following Table 1 is obtained.

(2) Within the site site, near the first pile hole construction position 2, an electric heavy machine 4 with the first excavation head 10 and a hydraulic heavy machine 14 with the second excavation head 20 are on standby. (FIG. 4A).

First, by moving the heavy equipment 4 of the electric, the first pile hole build position A ₁ and the combined first excavation head 10, a first excavation head 10 in a conventional manner, the axis of Kuiana 22 of diameter D ₀ The part 23 is excavated (FIGS. 1A and 4B). When the excavation of the shaft portion 23 is completed, the first excavation head 10 is removed from the pile hole 22 and the electric heavy machine 4 is moved from the pile hole 22 (FIG. 1B).

Subsequently, the hydraulic heavy machine 14 is moved, the second excavation head 20 is aligned with the first pile hole construction position A ₁ (that is, the position of the pile hole 22), and the shaft portion 23 of the pile hole 22 is moved to the first position. insert two drilling heads 20, at a predetermined position, an enlarged diameter of Kuiana 22 to form a necessary part of the enlarged diameter portion of diameter D ₁ (FIG. 1 (c), the Figure 4 (c)). When the necessary enlarged diameter portion 24 is completed, the second excavation head 20 is pulled up from the pile hole 22 (FIG. 1 (d)).

(3) As described above, the pile hole 22 having the enlarged diameter portion 24 is formed (FIG. 1D). This pile hole 22 is adjusted in size, performance, etc.
(a) Pile hole 22 for burying ready-made pile 28,
(b) Pile holes 22 for inserting concrete bars 34 and filling concrete as on-site piles;
It can be applied to either.

  In addition to excavating with the electric heavy machine 4 over the entire length of the shaft portion 23, after excavating with the electric heavy machine 4 with a smaller diameter, the pile hole wall is expanded with the hydraulic heavy machine 14 The shaft portion 23 can be completed by enlarging. For example, a diameter of 150 cm is excavated by the heavy machine 4 and enlarged by the heavy machine 14 to a diameter of 200 cm.

(4) In the method of burying the ready-made pile 28, the excavating rod 8 is removed from the electric heavy machine 4, the holding tool 26 that holds the ready-made pile 28 is attached, and the upper end of the ready-made pile 28 is locked to the holding tool 26. (FIG. 2A). Moreover, a ready-made pile can also be embed | buried using another heavy machinery by the conventional method, without using the heavy machinery 4. FIG.

  Hereinafter, the ready-made pile 28 is embedded in the pile hole 22 by adding a conventional method if necessary (FIG. 2A). The structure and material of the ready-made pile 28 are also arbitrary, and a concrete pile, a steel pipe pile, a steel pipe covering concrete pile, etc. are arbitrary, and a concrete pile is also arbitrary, such as what is called a straight pile and a joint pile.

  In addition, whether or not to use a root hardening liquid, a pile circumference fixing liquid, or the like to be filled in the pile hole 22 is arbitrary, and a filling method, a timing, and the like are arbitrary, and each conventional method can be adopted. For example, when the second excavation head 20 is pulled up, a root hardening liquid or the like can be discharged from the discharge port of the second excavation head. The foundation pile 30 is constructed as described above (FIG. 2B).

  In addition, after burying the ready-made pile 28, the electric pile 4 can be held until the ready-made pile 28 is stabilized, for example, the root-setting liquid is solidified. The ready-made pile 28 together with the holding tool 26 can be removed from the auger 6 of the heavy machinery 4 and another jig can be installed on the ground 1 near the opening 25 of the pile hole 22 to hold the upper end of the ready-made pile 28. .

  In this case, the electric heavy machine 4 is moved to the next second pile hole excavation position, the first excavation rod 8 is attached, and the shaft portion 23 of the pile hole 22 can be excavated at the second excavation position. Therefore, the heavy equipment 4 can be operated efficiently.

(5) Moreover, in the construction method which constructs a foundation pile by site construction using the reinforcing bar 34, the excavating rod 8 is removed from the electric heavy machine 4, and the hanging tool (for example, hanging the reinforcing bar 34 to the heavy machine 4 (for example, A wire or the like) 32 is attached, and the upper end of the reinforcing bar 34 is locked to the hanging tool 32 (FIG. 3A). Moreover, a ready-made pile can also be embed | buried using another heavy machinery by the conventional method, without using the heavy machinery 4. FIG.

  Thereafter, the steel bar 34 is embedded in the pile hole 22 by adding a reinforcing bar 34 if necessary (FIG. 3A). After the rebar cage 34 is inserted into the pile hole 22 or before the rebar cage 34 is inserted, a tremy tube or the like is inserted into the pile hole 22 to fill the pile hole 22 with concrete. In addition, the structure of the reinforcing bar 34, the material of the concrete, etc. are adopted as conventional ones. The foundation pile 36 is constructed as described above (FIG. 2B).

  After putting the rebar cage 34 and concrete into the pile hole 22, the electric heavy machine 4 can hold the concrete until it is solidified and the rebar car 34 is stabilized, but the hanging tool 32 is separated from the heavy machine 4. Then, another jig can be installed on the ground 1 near the opening 25 of the pile hole 22 to hold the upper end of the reinforcing bar 32.

In this case, by moving the heavy equipment 4 of the electric Secondly pile hole drilling position of the next, by mounting the first drill rod 8, drilling the shaft portion 23 of the Kuiana 22 at a second drilling site A ₂ Therefore, the heavy equipment 4 can be operated efficiently.

(6) In (1) to (5), if there is a significant difference between the work time of the electric heavy machine 4 and the work time of the hydraulic heavy machine 14, for example, three electric heavy machines 4 are introduced. In addition, an efficient construction plan can be made, such as introducing two hydraulic heavy machines 14.

(7) In (1) to (5), while excavating a pile hole using the electric heavy machine 4, the excavation speed in the depth direction, the excavation diameter, the amount of electricity, the amount of injected excavation fluid, N Data is accumulated while comparing values, etc., and the processed excavation data is stored and displayed in real time.

  Similarly, in excavation work using the heavy machinery 14, excavation data is stored and displayed in real time.

  The excavation data of both heavy machinery 4 is aligned with the depth direction, and the excavation data is superposed by the heavy machinery 14 to create and display integrated excavation data used for constructing one foundation pile. At this time, the excavation data by the heavy machine 14 is corrected in accordance with the ground properties and the like.

  An embodiment of the present invention will be described with reference to FIGS. This embodiment is a foundation pile construction method using ready-made piles 28.

(1) on both sides of the first pile hole build position A ₁ of the ground 1, the electric heavy equipment 4 with a first drilling head 10 is mounted corresponding to the diameter D ₀ of the shaft portion 23 of the Kuiana 22, a hydraulic heavy equipment 14 where the second drilling head 20 is mounted corresponding to the diameter D ₁ of the拡底portion 24 of Kuiana 22, arranged (Figure 4 (a)). The first excavation head 10 is connected to the lower end of the first excavation rod 8, and the first excavation rod 8 is used for, for example, a leveling drum or a pile hole agitation which can knead a pile hole wall on the shaft portion. A protrusion is attached (FIG. 1A). Moreover, the 2nd excavation head 20 is attached to the front-end | tip of the 2nd excavation rod 18 (FIG.1 (c)), and the 2nd excavation rod 18 is a rod which can be extended-contracted, for example.

  Here, each of the structures of the first excavation head 10 and the second excavation head 20 is configured such that excavation arms having excavation blades at the tips are swingably attached to both sides of the head main body connected to the excavation rods 8 and 18. (FIGS. 1A and 1C). However, although this structure is desirable, it is not limited to this.

The arrangement of heavy equipment 4 and 14 on both sides, i.e. has been the position of 180 ° the first pile hole build position A ₁ as the center, not limited to the above, the position and the 90 °, the same position (= 0 °) In other words, it is only necessary that the other heavy machine 14 or 4 does not get in the way during the work using one heavy machine 4 or 14.

  In the electric heavy machine 4, an upper end of a drilling rod 8 is attached to an auger 6 that moves up and down a columnar tower 5, and a first drilling head 10 is attached to the lower end of the drilling rod 8. The excavation rod 8, that is, the first excavation head 10 can be rotated forward and backward by an auger (rotary drive machine) 6 (FIGS. 1 (a) and 4 (a)).

  The hydraulic heavy machine 14 also has an auger (rotary drive machine) 16 that lifts and lowers a crane-type tower 15 attached with an upper end of a drilling rod 18 and a second drilling head 20 attached to the lower end of the drilling rod 18. The excavation rod 18, that is, the second excavation head 20 can be rotated forward and backward by the auger 16 (FIGS. 1C and 4A).

(2) the first upper pile hole build position A _1, as the first excavation head 10 is positioned to move the heavy equipment 4 of the electric in the arrowed direction 38 (Figure 4 (b)).

While forward rotation auger 6 heavy equipment 4 of the electric, is lowered, with diameter D _0, constructing the shaft portion 23 of Kuiana 22 depth H ₀ (Figure 1 (a)). When the depth H ₀ of the pile hole 22 is deeper than the height of the tower 5, excavation is performed while adding the excavating rod 8 by a normal method.

  As soon as the excavation of the shaft portion 23 of the pile hole 22 is completed (FIG. 1B), the first excavation head 10 is pulled up to the ground 1 while removing the excavated rods 8 and 8, and the electric heavy machine 4 is With the excavation head 10 mounted (in this state, the excavation rod 8 is at the minimum length), the excavation head 10 is moved to the second pile hole excavation position 3 (FIGS. 4 (c) and 3 (c)). .

(3) Subsequently, the hydraulic heavy machine 14 is moved so that the second excavation head 20 is positioned above the first pile hole construction position A ₁ (the shaft portion 23 of the pile hole 22) (FIG. 4). (C)).

The auger 16 of the hydraulic heavy machine 14 is lowered, the second excavation head 20 is positioned at the bottom of the shaft portion 23 of the pile hole 22, the auger 16 is rotated in the reverse direction, and the bottom portion of the pile hole 22 has a depth H _1. drilling to as pushing over, with diameter _{D 1,} to build拡底portion 24 of Kuiana 22 of depth _{H 1} (FIG. 2 (c)).

  As soon as the excavation of the bottom expanded portion 24 of the pile hole 22 is completed (FIG. 2D), the second excavation head 20 is pulled up to the ground 1.

In the above description, the first excavation head 10 is used to excavate a pile hole having a diameter “D ₀ ” and a depth “H ₀ -H ₁ ”, and the second excavation head 20 is used to obtain a depth D _1. It is also possible to build the bottomed portion 24 of the H ₁ pile hole (not shown).

(4) By the usual method, the bottom enlarged portion 24 of the pile hole 22 is filled with a root hardening liquid (rich blended cement milk), and the shaft portion 23 of the pile hole 22 is filled with a pile circumference fixing solution (poor blended soil). Fill with cement. For example, when pulling up the second excavation head 20, it is possible to fill each depth with a root hardening liquid and a pile circumference fixing liquid, or separately from the first second heads 10 and 20, pipes are piled. It can be inserted into the hole 22 and filled with a root hardening liquid and a pile circumference fixing liquid (not shown).

(5) While performing the operations (3) and (4) (excavation of the bottom expanded portion 24 of the pile hole 22) at the first pile hole construction position 2 using the hydraulic heavy machine 14, the electric type move the heavy equipment 4 to the second pile hole build position a _2, the shaft portion of the second work similarly, using heavy equipment 4 of the electric (2) pile-hole build position a ₂ (Kuiana 22 23 is excavated) (FIG. 4C). In general, the time required for the work process (2) and the time required for the work processes (3) to (4) are approximately the same, so there is no waste in the electric heavy machine 4 and the hydraulic heavy machine 14. The foundation pile 30 can be efficiently constructed by operating efficiently.

(6) Then, (5) if the work is finished, the heavy equipment 4 of the electric, again, go to the first pile hole build position A _1, the first drilling head from heavy machinery 4 of the electric 10 is removed, and a holding jig 26 for holding the ready-made pile 28 is attached to the auger 6 of the electric heavy machine 4, and the upper end of the ready-made pile 28 is supported by the holder 26. And the ready-made pile 28 is embed | buried in the pile hole 22 with the conventional method (FIG.4 (d), FIG.2 (a)). The ready-made pile 18 corresponds to the depth H ₀ and is appropriately connected to form a ready-made pile 28 having a predetermined length.

  Here, the same heavy machine as the heavy machine 4 that performed the work of (5) was moved and used as it is. However, in consideration of the time for attaching and detaching the first excavation rod 10, other electric heavy machines 4 or Other conventional heavy machinery capable of burying the ready-made pile 28 can also be used (not shown).

(7) Then, if the work (6) is finished (in the first pile hole build position A _1, after burying of the ready-made pile 28 has been completed), the heavy equipment 4 of the electric third Kuiana while it is moving to the build position a _3, mounting the drill rod 8 and the first excavation head 10 by removing the retainer 26 from the auger 6. Similarly to the above (2), the shaft portion 23 of the pile hole is excavated at the _third pile hole construction position A3 (FIG. 4 (e)).

Or, in accordance with the progress of the "(5) drilling operations of拡底portion 24 of the second pile hole 22 in the pile hole build position A _2", ready for the task and the second pile hole build position A ₂ One of the burial work of the pile 28 is performed.

(8) using heavy equipment 4 of the electric work in the first pile hole build position A ₁ (6), while working (7) in a third Kuiana build position A _3, hydraulic the heavy machine 14 moves to the second pile hole build position a _2, the work (3) (4) same operation as (Kuiana building拡底part) is performed (FIG. 4 (d) (e)) .

(9) If the pile circumference fixing liquid and the root hardening liquid are solidified at the first pile hole construction position A ₁ , the foundation pile 30 is constructed (FIGS. 2B and 4E).

(10) Hereinafter, the pile holes 22 are excavated sequentially at each pile hole construction position A, and the ready-made piles 28 are buried (FIG. 4 (f)).

(11) Other embodiments The embodiment has been drilled shaft portion 23 of the Kuiana 22 in the radial D ₀ (2), it is also possible to drill the pile hole 22 by the following procedures.
The electric heavy machine 4 is used for the first excavation head 10 to preliminarily excavate a pile hole corresponding to the shaft portion 23 of the pile hole with a diameter D ₀₀ (<D ₀ ). Here, the diameter D ₀₀ = D ₀ − (50 to 300) cm.
-With the hydraulic heavy machine 14, the second excavation head 20 is rotated forward to excavate the diameter D ₀₀ so as to expand the diameter D ₀ to complete the shaft portion 23 of the pile hole 22.
- Subsequently, by reversely rotating the second drilling head 20 of the heavy machinery 14 of hydraulic, as in the example, drilling拡底portion 24 of diameter D _1.

  An embodiment of the present invention will be described with reference to FIGS. This embodiment is a method for constructing a foundation pile 36 by so-called on-site construction using a reinforcing bar 34.

(1) in the same manner as in Example 1, on both sides of the first pile hole build position A ₁ of the ground 1, the first drill rod 8 corresponding to the diameter D ₀ of the shaft portion 23 of the Kuiana 22 (first and electric heavy equipment 4 fitted with drilling head 10), and a second drill rod 18 (second excavation head 20) hydraulic heavy equipment 14 equipped with corresponding to the diameter D ₁ of the拡底portion 24 of Kuiana 22, Is arranged (FIG. 4A). Other arrangements of the heavy machines 4 and 14 are the same as those of the first embodiment on both sides.

  Similar to the first embodiment, the electric heavy machine 4 includes a columnar tower 5 and an auger 6, and a drilling rod 8 and a first drilling head 10 are attached thereto. (FIG. 1 (a), FIG. 4 (a)).

  Similarly to the first embodiment, the hydraulic heavy machine 14 also has a crane-type tower 15 and an auger 16, and is attached with a drilling rod 18 and a second drilling head 20 (FIGS. 1C and 4A). )).

(2) The pile hole 22 having the shaft portion 23 and the expanded bottom portion 24 is excavated in the same manner as in the first embodiment.

That is, it moves so that the 1st excavation head 10 may be located above _1st pile hole construction position A1 (FIG.4 (b)). While forward rotation auger 6 heavy equipment 4 of the electric, is lowered, with diameter D _0, constructing the shaft portion 23 of Kuiana 22 depth H ₀ (Figure 1 (a)). When the depth H ₀ of the pile hole 22 is deeper than the height of the tower 5, excavation is performed while adding the excavating rod 8 by a normal method.

  As soon as the excavation of the shaft portion 23 of the pile hole 22 is completed (FIG. 1B), the first excavation head 10 is pulled up to the ground 1 while removing the excavated rods 8 and 8, and the electric heavy machine 4 is With the excavation head 10 mounted (in this state, the excavation rod 8 is at a minimum length), the excavation head 10 is moved to the secondary pile hole excavation position 3 (FIGS. 4C and 3C). ).

(3) Subsequently, the hydraulic heavy machine 14 is moved so that the second excavation head 20 is positioned above the first pile hole construction position A ₁ (the shaft portion 23 of the pile hole 22) (FIG. 4). (C)).

The auger 16 of the hydraulic heavy machine 14 is lowered, the second excavation head 20 is positioned at the bottom of the shaft portion 23 of the pile hole 22, the auger 16 is rotated in the reverse direction, and the bottom portion of the pile hole 22 has a depth H _1. drilling to as pushing over, with diameter _{D 1,} to build拡底portion 24 of Kuiana 22 of depth _{H 1} (FIG. 2 (c)).

  As soon as the excavation of the bottom expanded portion 24 of the pile hole 22 is completed (FIG. 2D), the second excavation head 20 is pulled up to the ground 1.

(4) while the work using heavy equipment 14 of hydraulic in the first pile hole build position A ₁ (3) (drilling拡底section 24), the heavy equipment 4 of the electric second Kuiana constructed to move to the position a _2, performs drilling operations of Kuiana shaft portion 23 similarly (2) in heavy equipment 4 of the electric (FIG 4 (c)). Generally, since the time required for the work process (2) and the time required for the work process (3) are different, the electric heavy machine 4 and the hydraulic heavy machine 14 can be efficiently operated. The foundation pile 36 can be constructed efficiently.

(5) Then, if the work of (4) is finished, the heavy equipment 4 of the electric, again, go to the first pile hole build position A _1, remove the first excavation head 10, electric A hanging tool (wire) 32 for holding the reinforcing bar 34 is attached to the auger 6 of the heavy machine 4, the upper end of the reinforcing bar 34 is hung, and the reinforcing bar 34 is inserted into the pile hole 22 (FIG. 3A). At this time, when the pile hole 22 is deep, the reinforcing bar 34 is welded and inserted while being connected vertically. In addition, before and after the insertion of the reinforcing bar 34, a tremy pipe is inserted into the pile hole 22 to fill the pile hole 22 with concrete.

The rebar cage 34 is supported by the ground 1 near the opening 25 of the pile hole 22, the rebar cage 34 (hanging tool 32) is removed from the heavy machinery 4, and the heavy machinery 4 is moved to the third pile hole construction position A ₃ . .

  In the above description, the rebar cage 34 is supported by the heavy machinery 4. However, the rebar cage 34 can also be inserted into the pile hole 22 by other heavy machinery 4 or other conventional methods that do not use the heavy machinery 4 (illustrated). Not)

(6) After the concrete is solidified, the foundation pile 36 is constructed (FIG. 3 (b), FIG. 4 (c)).

(7) while the work using heavy equipment 4 of the electric in the first pile hole build position A ₁ (5) (inserted rebar cage 34), a second pile hole build position A ₂ Then, using the moved hydraulic heavy machine 14, the operation (3) (excavation of the expanded bottom portion 24) is similarly performed.

(8) Other examples such as excavation of a pile hole are the same as those of the first example.

(A)-(d) is the Example common to Example 1, 2 of this invention, and is the schematic longitudinal cross-sectional view showing the process of a pile hole excavation. (A) (b) is the Example 1 of this invention, and is the schematic longitudinal cross-sectional view which builds a foundation pile using a ready-made pile following FIG. (A) (b) is the schematic longitudinal cross-sectional view which constructs a foundation pile by field construction following Example 1 in Example 2 of this invention. (A)-(f) is the schematic top view explaining the Example of this invention.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Ground 4 Electric heavy machine 5 Electric heavy machine tower 6 Electric heavy machine auger 8 First drilling rod 10 First drilling head 14 Hydraulic heavy machine 15 Hydraulic heavy machine tower 16 Hydraulic heavy machine auger 18 Second excavation rod 20 Second excavation head 22 Pile hole 23 Pile hole shaft part 24 Pile hole bottom part 25 Pile hole opening part 26 Pile holder 28 Ready-made pile 30 Foundation pile 32 Suspension tool 34 Reinforcing bar 36 Foundation pile

Claims (5)

A foundation pile construction method characterized by taking the following procedure and constructing a foundation pile by excavating a pile hole that forms an enlarged diameter portion at the middle or bottom of the pile hole.
(1) A heavy machine capable of continuous excavation (hereinafter referred to as “first heavy machine”) with a first excavation head corresponding to the diameter of the pile hole shaft at the pile hole excavation position, and a second corresponding to the diameter of the enlarged diameter part of the pile hole A heavy machine capable of excavating large diameters (hereinafter referred to as “second double machine”) equipped with a drilling head is arranged.
(2) Place the first excavation head of the first heavy machine at the pile hole excavation position and excavate the pile hole shaft with the first excavation head. At this time, the excavation data in the depth direction is accumulated while excavating and used as the first excavation data and displayed in real time.
(3) After the excavation of the shaft part of the pile hole, the first head is taken out from the pile hole being excavated to the ground.
(4) Subsequently, the second excavation head of the second double machine is inserted into the pile hole in the middle of excavation, and is lowered to the enlarged excavation position. A pile hole is constructed and the second excavation head is raised to the ground. At this time, the excavation data in the depth direction is accumulated while excavating and used as the second excavation data, and the first excavation data and the second excavation data are used for one foundation pile construction by combining the depth methods. Create and display integrated drilling data.
(5) Then, before the Kikuiana, the already-made pile installed in cement solidified co, constructing a foundation pile. A foundation pile construction method characterized by excavating a pile hole and constructing the foundation pile as follows.
(1) A heavy machine capable of continuous excavation (hereinafter referred to as “first heavy machine”) with a first excavation head corresponding to the diameter of the pile hole shaft at the pile hole excavation position, and a second corresponding to the diameter of the enlarged diameter part of the pile hole A heavy machine capable of excavating large diameters (hereinafter referred to as “second double machine”) equipped with a drilling head is arranged.
(2) The first excavation head of the first heavy machine is placed at the pile hole excavation position, and the first excavation head excavates the small-diameter pile hole shaft portion with a diameter smaller than a predetermined pile hole shaft diameter. At this time, the excavation data in the depth direction is accumulated while excavating and used as the first excavation data and displayed in real time.
(3) After the completion of excavation of the small-diameter pile hole shaft of the pile hole, the first head is taken out from the pile hole being excavated to the ground.
(4) Subsequently, by inserting the second excavation head of the second double machine into the pile hole in the middle of excavation, expanding the small diameter pile hole shaft portion to excavate the pile hole shaft portion of a predetermined diameter, A pile hole is constructed and the second excavation head is raised to the ground. At this time, the excavation data in the depth direction is accumulated while excavating and used as the second excavation data, and the first excavation data and the second excavation data are used for one foundation pile construction by combining the depth methods. Create and display integrated drilling data.
(5) Then, before the Kikuiana, with cement solidified product was installed already made piles to build the foundation pile. The construction method of the foundation pile of Claim 2 which excavates a pile hole as follows.
(1) A second excavation head corresponding to both the diameter of the pile hole shaft and the expanded diameter is attached to the second double machine, and the pile hole shaft is attached to a predetermined diameter on the small diameter side of the second excavation head. Drill to expand to diameter.
(2) Subsequently, the second excavation head is lowered to the enlarged excavation position, and on the large diameter side of the second excavation head, diameter expansion excavation is performed at a predetermined position to construct a pile hole having an enlarged diameter portion. , Raise the second drilling head to the ground. The first heavy machine is moved to another pile hole excavation position while operating the second heavy machine at one pile hole excavation position, and the shaft portion of the pile hole is excavated by the first excavation head. Or the construction method of the foundation pile of 2 description. The foundation pile construction method according to claim 1 or 2, wherein the first heavy machine and the second double machine configured as described below are used.
(1) The first heavy machine is provided with an electric rotary drive that moves up and down a columnar tower, and the upper end of the excavation rod is detachably attached to the lower end of the rotary drive.
(2) A hydraulic rotary drive machine was installed in the crane type tower with the second double machine, and a drilling rod was attached to the rotary drive machine.

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