JP4843520B2 - Cast-in-place steel pipe concrete pile and its construction method - Google Patents

Description

  The present invention relates to a cast-in-place pile having a steel pipe concrete structure as an upper part and having improved seismic strength, and in particular, a cast-in-place concrete structure in which a lower part is a reinforced concrete structure and an upper part is covered with a steel pipe and has joints between upper steel pipes. The present invention relates to a steel pipe concrete pile and its construction method.

Conventionally, the following methods (1) to (4) are known as structures for joining steel pipes at the upper part of a pile.
(1) As shown in FIG. 11, when it is set as the in-situ steel pipe concrete pile 26 which made the joining of the upper and lower steel pipes 2 the welding joint structure by welding W (for example, refer patent document 1), (2) Upper and lower steel pipes When joint plates are arranged inside and outside of steel pipes to form a full-strength joint structure by normal bolt / nut joint (for example, see Patent Document 2), (3) a cast steel joint and a lock pin are used. When joining and other mechanical joints (for example, see Patent Documents 3 and 4), (4) As a joint structure of concrete-filled steel pipes, reinforcing steel bars are applied to the concrete inside the steel pipes without joining the upper and lower steel pipes. The case where it is set as the structure joined and joined is known (for example, refer patent document 5). A shaft rotation type Torcia type high strength bolt is also known (for example, see Patent Document 6).
Japanese Patent Laid-Open No. 10-24393 JP 2006-152996 A JP 2005-48583 A JP 2004-36329 A Japanese Patent Laid-Open No. 9-291598 JP 2002-181018 A

When welding the upper and lower steel pipes of (1) above is welded, welding a large diameter steel pipe with an outer diameter of 1000 mm to 3000 mm takes a significant amount of time, and during that time, expensive heavy machinery, etc. are in a waiting state. There is a problem that the use efficiency of heavy machinery decreases and the construction cost increases.
Further, in the case of normal bolt jointing between the upper and lower steel pipes in (2) above, in order to obtain a full strength joint as shown in FIG. The joint plate is friction-joined by bolts and nuts 25, and two-surface shear friction joining is performed by the two inner and outer joint plates. Therefore, the protruding amount T of the joint plate and bolts and nuts to the outside of the steel pipe increases. The resistance when pushing the steel pipe 24 into the ground is increased, a large machine is required, and there are problems such as loosening the surrounding ground, which is not preferable.
Furthermore, in the case of joints using cast steel joints and lock pins of (3) above, and other mechanical joints, especially in joining large diameter steel pipes, the joining parts are expensive, so the steel pipes are used only as casing functions. Although it is used for repeated use, a pile with a structure to be embedded has a problem that it cannot be used due to high cost.
As the joint structure of the steel pipe filled with concrete in (4) above, the structure in which the reinforcing steel bars are arranged on the concrete inside the steel pipe without joining the upper and lower steel pipes does not join the steel pipe. There is a problem that it cannot be pushed into the ground or pulled out.
The present invention can advantageously solve these problems, can reduce the time for joining the steel pipes, is inexpensive, and has a small amount of protrusion to the outside of the steel pipe so as not to cause a large resistance when the steel pipe is pushed into the ground. Steel pipes can be connected to each other at low cost, and the joints between the steel pipes have little protrusion to the outside of the steel pipes and there is no risk of loosening the surrounding ground, making it easy to push and pull the steel pipes during construction. An object of the present invention is to provide a cast-in-place steel pipe concrete pile in which the joints between the steel pipes are joints equivalent to the full-strength joint structure, and a construction method thereof.

In order to solve the above-mentioned problem advantageously, in the cast-in-place steel pipe concrete pile of the first invention, the lower part of the pile has a reinforced concrete structure, and the place of the steel pipe concrete structure covered with a plurality of steel pipes arranged in series at the upper part In the joints between steel pipes in the piles, jointing plates for joining, which are divided into a plurality of portions in the circumferential direction over the inner sides of the upper and lower steel pipes, are arranged at intervals, and are provided in advance on each of the joining plates and the steel pipes. together they are joined by being fastened by high-strength bolts passing through the bolt holes, on the inner side of the steel pipe bottom of the lower side is disposed the top of the long reinforcing bar cage in the concrete structure of the pile bottom, upper and lower by the inside of the joining portion of the steel pipe to place embedded short reinforcing rebar cage over a predetermined length in the vertical direction, location beating steel con reinforced with steel junction to have a predetermined strength A discrete piles, said short reinforcing rebar cage, and the long reinforcing bar cage of reinforced concrete structures of the pile bottom cage integrally by hanging and assembled reinforcing bar is arranged closer to the vertical direction at a distance Between the short vertical reinforcing bars adjacent to each other in the circumferential direction of the short reinforcing bar and between the long vertical reinforcing bars adjacent to each other in the long reinforcing bar. A plurality of hanging and assembling reinforcing bars arranged inside the annular reinforcing bar of the rebar bar and the short reinforcing bar bar are integrated to form a rod-like body with a short reinforcing bar rod. The suspension and assembly rebars maintain the vertical and front / rear / left / right positions of the long reinforcing bar rod and the short reinforcing bar rod, and maintain the shape of the entire rod-like body with the short reinforcing bar rod It is characterized by that.
In the second invention, in the cast-in-place steel concrete piles of the first invention, you wherein high strength bolt is pivoting torque shear-type high-strength bolts.
In the third invention, in the cast-in-place steel pipe concrete pile of the first invention or the second invention , when three or more steel pipes are arranged in series in the vertical direction, and there are a plurality of joints between the steel pipes in the vertical direction, The short reinforcing bar ridges arranged at the joint are integrated by a hanging and assembling reinforcing bar.
In the construction method of the cast-in-place steel pipe concrete pile of the 4th invention, it is a construction method of the cast-in-place steel pipe concrete pile in any one of the 1st invention-the 3rd invention, Comprising: A plurality of steel pipes are crossed inside the upper and lower steel pipes A steel bar is installed in the ground while excavating the inner side of the steel pipe and fastened with joint plates and high-strength bolts that are divided into a plurality in the circumferential direction and spaced apart. Suspending and assembling a short reinforcing bar rod that is positioned higher than the long bar rod and that is positioned over a predetermined length in the vertical direction inside the joint of the upper and lower steel pipes A rod-shaped body with a short reinforcing bar made into a bowl shape integrally with a reinforcing bar is placed in the steel pipe, and then concrete is placed in the steel pipe, and the steel pipe joint is positioned at the position of the short reinforcing bar So that the steel pipe And wherein the raising Jodaka of pull.

According to the first invention, the joining time of the steel pipe can be greatly shortened as compared with welding joining, and the joining strength between the upper and lower steel pipes is required at the time of construction by the attachment plate arranged only inside the steel pipe. By limiting the strength, the cost can be reduced. Moreover, because the amount of protrusion of the joint structure to the outside of the steel pipe is only the bolt head, resistance when pushing the steel pipe into the ground can be kept to a minimum, and short reinforcement that is placed in the joint and embedded in the concrete It is possible to make a cast-in-place steel pipe concrete pile that is rational in design and economically reinforced by reinforcing steel pipe pile joints with reinforcing bars.
Moreover, the cast-in-place steel pipe concrete pile of this invention can be made into a high-quality cast-in-place steel pipe concrete pile, without the possibility that the joint part between steel pipes may protrude the outside of a steel pipe, and the surrounding ground may be loosened. In addition, since the steel pipes are connected to each other so that they can resist compression and tension, it is easy to push and pull the steel pipes during construction, and the final joints between the steel pipes are equivalent to those of all strong joint structures. Part.
According to the second invention, since the high-strength bolt is a shaft rotation Torcia-type high-strength bolt, the shaft portion of the bolt head can be twisted and cut with a predetermined torque to achieve a friction joint in which the tightening torque is controlled. The cast-in-place steel pipe concrete pile can be obtained by reliably joining the upper and lower steel pipes with the attachment plate.
According to the first aspect of the present invention, the short reinforcing bar rods disposed over the predetermined length in the vertical direction inside the joints of the upper and lower steel pipes and the long reinforcing bar rods of the reinforced concrete structure part below the pile are suspended and Since the rebar for assembly is integrally formed in a bowl shape, the short reinforcing bar bar and the lower long bar bar can be reliably embedded and arranged in a predetermined position.
According to the third aspect of the invention, even when there are a plurality of joints in the vertical direction, each short reinforcing bar is integrated with the reinforcing bars for hanging and assembling. It can be embedded in a predetermined position.
According to the fourth invention, the upper and lower steel pipes are joined to each other by a joining plate arranged only on the inner side of the steel pipe, and a plurality of steel pipes having a joining strength required at the time of construction are formed. The insertion of the short reinforcing bar 位置 located at the same time as the lower long reinforcing bar 挿入 can be performed at the same time, so the impact on the process and cost is minimal, resulting in a strong joint while reducing cost and process A structure can be built. In addition, since it is a construction method to insert a rod-like body with a short reinforcing reinforcing bar rod that is formed by hanging and assembling a short reinforcing bar rod located in the upper part and a long reinforcing bar rod in the lower part together by a reinforcing bar for assembly. Even simple.

<Form of reinforcing bar>
First, an embodiment of a short reinforcing steel bar-attached rod-like body 3 used in an embodiment of the cast-in-place steel pipe concrete pile 1 (see FIGS. 1 to 3) of the present invention and disposed in the steel pipe 2 will be described with reference to FIG. This will be described with reference to FIG.
The rod-like body 3 with the short reinforcing steel bar is a short reinforcing bar arranged on the inner side of each steel pipe 2 across the joint of the long steel bar 4 positioned at the lower part of the lowermost steel pipe 2 and the upper and lower steel pipes 2. A rebar bar 5 is provided, and a plurality of hanging and assembling rebars 6 are connected and integrated.
The long reinforcing bar rod 4 arranged below the lower part of the steel pipe 2 moves up and down a long vertical reinforcing bar 7 installed at almost equal angular intervals in the circumferential direction and a large number of annular reinforcing bars 8 installed outside these. The short reinforcing bar rods 5 are integrally provided at intervals in the direction, and the short reinforcing reinforcing bar rods 5 are arranged on the outer sides of the short vertical reinforcing bars 9 installed at substantially equal angular intervals in the circumferential direction. A short rod-like body having a large number of fixed annular reinforcing bars 8 spaced apart in the vertical direction is provided. The long reinforcing rod rod 4 and one or a plurality of short reinforcing reinforcing rod rods 5 are connected to these annular reinforcing bars. 8 is a rod-like body 3 with a short reinforcing reinforcing bar rod provided with a plurality of hanging and assembling reinforcing bars 6 that are arranged and integrated on the inner side of 8.

  The hanging and assembling rebar 6 holds the positions of the long reinforcing bar rod 4 and the short reinforcing bar rod 5 in the vertical direction and the front / rear / left / right direction, and maintains the overall shape of the rod-like body 3 with the short reinforcing bar rod. In addition, when assembling the rod-like body 3 with a short reinforcing bar rod, when the long reinforcing bar rod 4 side and the short reinforcing bar rod 5 side are sequentially assembled, the radial direction from the central axis of the reinforcing bar rod It is used at the predetermined position (so as not to be misaligned) and is incorporated as a hanging member at the time of assembling the rod-like body 3 with a short reinforcing bar rod. The lower end side of the hanging and assembling reinforcing bar 6 may be arranged over the entire length in the axial direction of the long reinforcing bar rod 4 side, or may be installed from the axial center of the long reinforcing bar rod 4. Is possible. Intersections between reinforcing bars are fixed by a fixing means such as a binding wire or welding.

  The long reinforcing bar rods 4 and the short reinforcing bar rods 5 have outer diameters that can be inserted inside the joints between the upper and lower steel pipes 2. In the present invention, the short reinforcing bar rods 5 are The steel pipes 2 are arranged inside the joints of the steel pipes 2 and embedded in the concrete 10 and used to reinforce the joints of the steel pipes 2. The rod-like body 3 with a short reinforcing reinforcing bar rod is manufactured in advance by assembling the reinforcing rods in a hook shape in a work place on the ground. Since the rod-like body 3 with the short reinforcing steel bar is lifted by a crane and inserted into the excavated pile hole, the outer diameter of the rod-like body 3 with the short reinforcing steel bar is the same as that of the cast-in-place steel pipe concrete pile 1. The outer diameter dimension is set so as to be inside the nut 12 or the bolt shaft tip portion arranged inside the radial attachment plate 11.

  In the present invention, in the cast-in-place steel pipe concrete pile 1, the reinforcing bars required for the design are the rebars (long reinforcing bar 4) of the reinforced concrete structure located below the steel pipe 2 to be placed and the joints between the upper and lower steel pipes 2 Reinforcing bars (short reinforcing steel bar 5) installed over a predetermined length.

  In the present invention, the joint strength of the upper and lower steel pipes 2 is equal to or higher than the strength required for construction in order to construct the steel pipe 2 or the plurality of connected steel pipes 2 in the vertical direction. Since it is economically set as the strength required for the design of the completed system as the pile 1, the strength of the cast-in-place steel pipe concrete pile 1 is such that the strength of the joint of the completed system has the strength necessary for the design. In order to make up for the shortage, the necessary reinforcing bar amount of the short reinforcing bar rod 5 set in a predetermined length is set over the vertical direction of the joint portion of the upper and lower steel pipes 2.

  The above-mentioned long reinforcing bar 4 is formed in a hook shape by hanging and assembling the long vertical reinforcing bar 7 of the lower pile body 13 of the reinforced concrete structure part and the short reinforcing bar 5 of the joint part by hanging and assembling reinforcing bars 6. . Then, the long reinforcing bar 4 formed integrally is installed in the hanging pile hole from above the pile hole. The reinforcing bars by the short reinforcing bar 5 of the upper and lower steel pipe joints are the predetermined upper and lower lengths of the steel pipe joint. It is necessary to form the entire reinforcing bar rod including the short reinforcing bar rod 5 and the long reinforcing rod rod 4 in advance so as to be installed over the length. In consideration of the installation error of the rod-like body 3 with the short reinforcing bar rod, it is possible to secure sufficient proof stress by setting the length of the short vertical reinforcing bar 9 in the short reinforcing bar rod 5 slightly longer. it can. Thus, when the lower long reinforcing bar rod 4 is hung from the pile head and inserted, the short reinforcing bar rod 5 is inserted into a predetermined position in the middle of the hanging and assembling reinforcing bar 6 (finally the upper and lower steel pipes 2). In the place where the joint portion is placed) in the work place on the ground in advance, the entire process of the cast-in-place steel pipe concrete pile 1 is not extended for the installation of the short reinforcing steel bar 5. .

<Join upper and lower steel pipes>
Next, in this invention, since the structure of the junction part of the upper and lower steel pipes 2 in the cast-in-place steel pipe concrete pile 1 has the characteristics, the structure of this part is demonstrated.

  As shown in FIG. 5 and FIG. 6, the joint between the upper and lower steel pipes 2 includes a plurality of joints for joining the upper and lower steel pipes 2 to each other inside the upper and lower steel pipes 2 at the joint via the attachment plate 11. A contact plate 11 is divided into a plurality of portions in the circumferential direction across the upper and lower steel pipes 2 to be connected, penetrates through the bolt holes provided in advance in the contact plate 11 and each steel pipe body, and is a high strength bolt. 14 is fastened.

  In the bolt joint of the upper and lower steel pipes 2, it is necessary to install a nut on the attachment plate 11 inside each steel pipe 2 in advance in order to insert the high-strength bolt 14 from the steel pipe outer side (one side) and final tightening. A nut 12 is fixed to the inside of the joining plate 11 for welding in advance by welding, or although not shown, a nut holder is fixed to the joining plate 11 and the nut 12 is held by the nut holder. As a result, the nut 12 is installed in advance.

The attachment plate 11 is temporarily fixed to the lower end portion of the upper steel pipe 2 with bolts in a form in which the lower half of the attachment plate 11 protrudes from below the upper steel pipe, and is placed on the lower steel pipe. After installing the lower half of the connecting plate 11 so as to be inserted into the lower steel pipe 2, a bolt is inserted from a bolt hole provided in advance at the upper end of the lower steel pipe, The upper end of the lower steel pipe is finally tightened and joined with a bolt, and the bolt temporarily fixed to the lower end of the upper steel pipe is finally tightened.
As shown in FIG. 9, the high-strength bolt 14 for tightening has a small cross-section shaft portion 16a for breaking by an annular groove having a V-shaped cross section at the shaft portion between the bolt head 15 and the pin tail 16. A shaft rotation torcia type super high strength bolt 14 can be used. The shaft rotating torcia type super high strength bolt 14 is obtained by holding the pin tail 16 at the tip of the bolt head with a dedicated rotating tool and rotating the bolt itself. At this time, the hexagonal washer 17 is used to take a reaction force for tightening the axially rotating torcia-type super high strength bolt 14. The reaction force is transmitted to and processed by the frictional force at the contact surface between the hexagonal washer 17 and the steel pipe 2 as the material to be joined. Finally, the pintail 16 is removed by breaking at the small section shaft portion 16a, and the tightening operation is completed.

  In the above case, a general high-strength hexagon bolt for friction welding or a structural torcia-type high-strength bolt is a system that rotates and tightens a nut, so that the tightening work from the outside of the steel pipe 2 is performed. However, it is necessary to provide a hand hole in the steel pipe 2, insert bolts from the inside of the steel pipe 2 and tighten the nut from the outside, but the nut and the bolt shaft tip from the nut have a predetermined length on the outside of the steel pipe. Since it protrudes, there also exists a fault that the protrusion length from the steel pipe 2 becomes large. A method in which a person enters the inside of the steel pipe 2 and performs a tightening operation or the like is also conceivable, but this is a big problem in terms of safety.

    Next, the present invention will be described in detail based on the illustrated embodiments with reference to FIGS.

  1 to 3 show a cast-in-place steel pipe concrete pile 1 according to an embodiment of the present invention. A vertical pile 19 drilled in a ground 18 is provided with a lower pile body 13 having a reinforced concrete structure in the lower portion. The cast-in-place steel pipe concrete pile 1 having a steel pipe concrete structure, the upper part of which is covered with a plurality of steel pipes 2 arranged in series so as to be connected to the lower pile body 13 of the reinforced concrete structure, The joining portion between the steel pipes 2 is provided with a joining steel plate 11 for joining, which is divided into a plurality of portions in the circumferential direction over the inside of each of the upper and lower steel pipes 2. A high-strength bolt 14 penetrating through a bolt hole provided in advance 2 is fastened to a nut 12 fixed by welding or the like inside the attachment plate 11 in the pile radial direction.

  The high-strength bolts 14 are axially rotating torcia-type high-strength bolts 14 and are installed so that the heads of the axial-rotating torcia-type high-strength bolts 14 are located outside the upper and lower steel pipes 2. The pin tail 16 of the shaft rotating torcia-type high-strength bolt 14 can be engaged with an electric rotating tool (not shown) from the outside, and is disposed on the attachment plate 11 disposed over the inner sides of the upper and lower steel pipes 2. The upper and lower steel pipes 2 are controlled in a state where the tightening torque is controlled by screwing the shaft portion of the high-strength bolt 14 inserted through the bolt hole of the steel pipe 2 and the attachment plate 11 into the nut 12 and twisting and breaking the pin tail 16. They are connected and integrated.

  Although illustration is omitted, if a nut holder is fixed to the above-mentioned attachment plate 11 by welding or the like and each nut 12 is held non-rotatably in the nut holder, rotation of the nut is prevented. The high-strength bolt 14 can be easily screwed and joined, and the nuts 12 can be installed at predetermined positions on the attachment plate 11 more accurately than when the individual nuts 12 are fixed by welding.

  The upper part of the long reinforcing bar 4 is disposed inside the lower pile body 13 and the lower part of the steel pipe 2, and the short reinforcing bar 5 is embedded in the vertical direction over a predetermined length inside the joint of the upper and lower steel pipes. By placing, the cast-in-place steel pipe concrete pile 1 is reinforced to reinforce the steel pipe joint so as to have a predetermined yield strength.

  The short reinforcing bar 籠 5 disposed over the predetermined length in the vertical direction inside the joint of the upper and lower steel pipes 2 and the long reinforcing bar 籠 4 of the reinforced concrete structure at the lower part of the pile are suspended and assembled reinforcing bars. 6 is integrally formed in a bowl shape. In this embodiment, since there are two joint portions between the upper and lower steel pipes 2, a plurality of short reinforcing reinforcing bar rods 5 are provided at intervals in the vertical direction. When there are three or more joints between the upper and lower steel pipes 2, a plurality of hanging and assembling reinforcing bars 6 are fixed to the annular reinforcing bar 8 of the short reinforcing bar rod 5 by welding, and the short reinforcing bar 5 is suspended and combined. It is suspended and placed in a state where it is held by the rebar 6 for assembly.

  It is the above-described hanging and assembling reinforcing bar 6 that allows the rod-like body 3 with the short reinforcing bar rods 5 having the long reinforcing bar rods 4 and the short reinforcing bar rods 5 to be disposed at a predetermined position. Is supported by a support part installed on the ground 18 so that each part of the rod-like body 3 with the short reinforcing reinforcing bar can be arranged at a predetermined position.

As the high-strength bolt 14 in which the upper and lower steel pipes 2 are integrated via the attachment plate 11, for example, a shaft rotation torcia type super high-strength bolt 14 having a bolt strength of 1400 N / mm ² is used. The pin tail 16 in the force bolt 14 is disposed so as to be located outside the steel pipe 2, and the pin tail 16 is a joint portion that is torsionally cut by a predetermined rotating tool.

    In the present invention, the steel pipe 2 is left only in the length necessary for the cast-in-place steel pipe concrete pile 1, and the concrete 10 is driven by the tremy pipe 20 (see FIG. 4) so as to be replaced with muddy water or a stabilizing liquid in the vertical hole 19. When installing, each steel pipe 2 connected gradually is pulled up, and only a predetermined length dimension is left, and as a cast-in-place steel pipe concrete pile 1, a necessary upper part earthquake-proof performance is ensured. Moreover, the joint part of the upper and lower steel pipes 2 ensures the seismic performance by jointing the one-side shear structure part and the inner reinforced concrete structure part by means of an attachment plate 11 arranged inside the steel pipes. . In the cast-in-place steel pipe concrete pile 1 shown in the figure, since the joint portions of the upper and lower steel pipes 2 that are finally left are two places in the pile axis direction, two short reinforcing steel bars 5 are provided. In the case where there are three or more joint portions of the upper and lower steel pipes 2 finally left in the direction, the short reinforcing steel bar 5 may be appropriately provided in three or more locations corresponding to this.

  In the illustrated embodiment, the plurality of short reinforcing bar rods 5 and the long reinforcing bar rods 4 are integrally assembled by the hanging and assembling reinforcing bars 6 as described above, transported by a crane, Inserted into the installation.

  When three or more steel pipes are arranged in series in the vertical direction, and there are a plurality of joints in the vertical direction, the short reinforcing reinforcing bar rods arranged in each joint are integrated by the hanging and assembling reinforcing bars 6. The cast-in-place steel pipe concrete pile 1 is used.

  Therefore, in the cast-in-place steel pipe concrete pile 1 of this invention, an upper part is a steel pipe concrete structure, and the junction part between steel pipes is the mutual connection between the steel pipe 2 and the joining plate 11 arrange | positioned on the inside of the steel pipes of the one-side shear. At the joint, the inside is a composite structure of short reinforcing bar 5 and concrete, and the lower part of the pile is a reinforced concrete structure.

The construction point of the cast-in-place steel pipe concrete pile 1 by this invention is demonstrated based on the construction order of FIG.
(1) As shown in FIGS. 4 (a) and 4 (b), the excavator 21 is installed horizontally so that the steel pipe center and the pile core are aligned.
(2) As shown in FIG. 4B, the sand in the steel pipe 2 is excavated with the hammer grab 22 while swinging (rotating) and pushing the steel pipe 2 of a predetermined length into the ground 18.
(3) As shown in FIG. 4 (c), when the steel pipe 2 is pushed in for a predetermined length, the steel pipe 2 having a predetermined length is further inserted into the upper end of the steel pipe 2, and the attachment plate 11 and the steel pipe 2 are arranged inside the steel pipe. The steel pipes are joined to each other in the longitudinal direction by high-strength bolts screwed from the outside, and the excavation and rocking (rotation) / pushing of the steel pipe 2 are repeated to push the steel pipe 2 over the entire excavation length.
(4) As shown in FIG. 4 (d), after confirming that the lower end of the steel pipe 2 has reached the support layer 23, excavation is performed.
(5) As shown in FIG. 4 (e), after rough drilling, the sedimentation bucket 27 is put into the bottom of the vertical hole 19, and after waiting for sedimentation, it is pulled up together with the slime.
(6) As shown in FIG. 4 (f), a rod-like body 3 with a short reinforcing bar rod processed into a cage shape on the ground.
Is built vertically in the center of the pile hole.
(7) Insert the tremy tube 20 as shown in FIG.
(8) As shown in FIG. 4 (h), concrete is driven by the tremy tube 20.
(9) As shown in FIG. 4 (i), the steel pipe 2 and the tremy pipe 20 are drawn out and collected as the concrete is driven. As for the steel pipe 2, the steel pipe over a predetermined length located on the upper side is released from the joint. Then, the length required for the design is left in the ground, and thereafter, the concrete 10 is driven while only the tremy pipe 20 is pulled up.
(10) As shown in FIG. 4 (j), backfill 28 of the empty moat portion is performed.

<About the difference between the joining form of the steel pipe 2 of the present invention and other joining forms>
The case where the upper and lower steel pipes 2 are joined by welding as in the conventional case, and two attachment plates 11 are arranged on both the inner and outer sides of the steel pipe 2 in the radial direction. In the case of a surface shear structure, and in the case where a single attachment plate 11 is arranged inside the steel pipe 2 and joined by a high-strength bolt 14 from the outside of the steel pipe 2 as in the present invention, the steel pipe The difference when the diameter (D) of No. 2 is 1600 mm, the thickness is 22 mm, and the following number of workers works is as follows.
(1) In the case of welding joining, two workers, joining time is 2.5 hours, and the protrusion length to the outer surface of the steel pipe 2 is almost 0 mm.
(2) Two-surface shear high-strength bolt friction welding (in the case of full strength welding), 150 M30 high-strength bolts (75 x 2 upper and lower when 75 upper and lower steel pipes are used for joining) .
In this case, the joining time is about 60 minutes (two workers), and the protruding length to the outer surface of the steel pipe is 54 mm + α (16 mm accessory plate + 38 mm nut head washer).
The high-strength bolt is a high-strength hexagon bolt for friction welding (for example, using JIS B1186), and α is the length of protrusion from the nut of the bolt.
3) Single-surface shear high-strength bolted joint of the present invention (only load during construction = about half of the total strength)
150 high-strength bolts of M30 (75 pieces x 2 top and bottom when joining using 75 pieces for each of the upper and lower steel pipes)
In this case, the joining time is about 60 minutes (two workers), and the projecting length to the outer surface of the steel pipe is 25 mm (only bolt head 19 mm + washer 6 mm). However, shaft rotation Torcia type super high strength bolt is used.
4) Single-surface shear high-strength bolt joint of the present invention (when construction is applied only = about 1/4 of full strength)
When working with two M30 high-strength bolts (38 x 2 on the upper and lower steel pipes, 38 x 2).
In this case, the joining time is about 30 minutes, and the projecting length to the outer surface of the steel pipe is 25 mm (bolt head 19 mm + washer 6 mm only). However, shaft rotation Torcia type super high strength bolt is used.
As shown in the above (3) and (4), in the case of the present invention, various combination designs of the number of high-strength bolts and the strength of the attachment plate arranged inside the steel pipe 2 can be performed, and the degree of freedom in design can be increased. high.

(Point of the present invention)
As described above, in the present invention, when the cast-in-place steel pipe concrete pile 1 is constructed, the joint structure between the steel pipes 2 in the vertical direction is in the ground to protect the hole wall during ground excavation. It is only necessary to have the minimum necessary strength required for pushing and pulling out during concrete placement. On the other hand, when the cast-in-place steel pipe concrete pile 1 is completed, the concrete 10 and the steel pipe 2 filled in the steel pipe 2 are separated. It must be firmly joined so as to exhibit the strength of the member as a composite structure.
Therefore, at the time of construction, as a joint structure between the upper and lower steel pipes 2, a one-surface shear bolt joint structure in which the joining plate 11 is joined to the inside of the steel pipe 2, the minimum necessary for construction of the steel pipe 2 in the ground 18 is provided. The strength is ensured. At this time, since the projecting portion to the outside of the steel pipe 2 is only the head of the bolt, there is no great resistance when the steel pipe 2 is pushed into the ground 18.

  However, as it is, the joint structure between the upper and lower steel pipes 2 is a one-surface shear bolt friction joint structure. Therefore, in the completed system in which the concrete 10 is filled in the steel pipe 2, the strength is insufficient by incorporating the short reinforcing bar 5 over a predetermined length at the joint between the steel pipes. Reinforce. The short reinforcing bar rod 5 is hung from the lower long reinforcing rod rod 4 from the pile head and inserted into a predetermined position in the middle of the hanging and assembling reinforcing bar 6 (finally, the joint portion of the steel pipe is arranged). Since it can be installed by being fixed and attached to the inner place) by welding or the like, the process is not extended for the installation of the short reinforcing steel bar 5 and the cost is low.

It is a vertical front view which shows the steel pipe concrete pile of one Embodiment of this invention. It is a vertical front view which expands and shows the upper and lower steel pipe junction part in FIG. It is a cross-sectional plan view of FIG. It is explanatory drawing which shows the construction procedure of a steel pipe concrete pile. It is a vertical front view which expands and shows the junction part of an upper and lower steel pipe. FIG. 6 is a transverse plan view of FIG. 5. It is a partially longitudinal front view which shows the reinforcing bar rod with a short reinforcing bar rod. It is a cross-sectional plan view of a reinforcing bar with a short reinforcing bar. An axial rotation type torcia type super high strength bolt is shown, wherein (a) is a side view and (b) is a front view. It is explanatory drawing for demonstrating the joining structure of the conventional upper and lower steel pipes. It is a vertical front view which shows one form of the conventional steel pipe concrete pile.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Steel pipe concrete pile 2 Steel pipe 3 A rod-like body with a short reinforcement bar 4 A long reinforcement bar 5 A short reinforcement bar 6 A reinforcing rod for hanging and assembling 7 A long vertical bar 8 An annular reinforcing bar 9 A short vertical bar 10 Concrete 11 Attached plate 12 Nut 13 Lower pile body 14 High-strength bolt 15 Bolt head 16 Pin tail 16a Small section shaft portion 17 for breaking 17 Hex washer 18 Ground 19 Vertical hole 20 Tremy pipe 21 Excavator 22 Hammer grab 23 Support layer 24 Steel pipe 25 Bolt / Nut 26 Steel pipe concrete pile 27 Sedimentation bucket 28 Backfill

Claims (4)

The lower part of the pile has a reinforced concrete structure, and the upper part of the cast-in-place pile of steel pipe concrete structure covered with a plurality of steel pipes arranged in series has a plurality in the circumferential direction across the upper and lower steel pipes. spliced plate for split junction is spaced, along with being joined by being fastened by high-strength bolts passing through the previously provided bolt holes in each spliced plate and steel pipe, the lower end the inner side of the steel pipe lower side is disposed the upper portion of the elongated reinforcing bar cage in the concrete structure of the pile bottom, the inside of the joining portion of the upper and lower steel pipe short reinforcing rebar cage over a predetermined length in the vertical direction by embedding arrangement, a location beating steel concrete pile reinforced with steel junction to have a predetermined strength, and the short reinforcing rebar cage, the length of the reinforced concrete structure of the pile bottom The reinforcing bar cage is formed in a cage integrally by hanging and assembled reinforcing bar is arranged closer to the vertical direction at intervals, short vertical reinforcing bars adjacent at intervals in the circumferential direction of the short reinforcing rebar cage Between the long reinforcing bar rod and the long reinforcing bar rod, and between the long vertical reinforcing rods adjacent to each other at intervals in the circumferential direction of the long reinforcing rod rod. A plurality of hanging and assembling rebars are arranged and integrated to form a rod-like body with a short reinforcing bar rod, and the plurality of hanging and assembling reinforcing bars are composed of a long reinforcing bar rod and a short reinforcing bar rod. A cast-in-place steel pipe concrete pile characterized in that it holds the position in the up-down direction and the front-rear left-right direction and retains the shape of the entire rod-shaped body with short reinforcing bars .   2. The cast-in-place steel pipe concrete pile according to claim 1, wherein the high-strength bolt is a shaft rotation torcia-type high-strength bolt. When three or more steel pipes are arranged in series in the vertical direction and there are a plurality of joints between the steel pipes in the vertical direction, the short reinforcing steel bars arranged in each joint are The cast-in-place steel pipe concrete pile according to claim 1 or 2 , wherein the cast-in-place steel pipe concrete pile is integrated. It is a construction method of the cast-in-place steel pipe concrete pile of any one of Claims 1-3, Comprising: The attachment which was divided | segmented and divided | segmented into the circumferential direction over the inner side of the upper and lower steel pipes of several steel pipes The steel pipe is installed in the ground while being fastened with a plate and high-strength bolts, and the inside of the steel pipe is excavated. The long steel bar located at the lower end and the upper and lower steel pipes are positioned above the long steel bar. A rod-shaped body with a short reinforcing bar rod, which is formed as a single rod by a hanging and assembling reinforcing bar, which is arranged so as to be positioned over a predetermined length in the vertical direction inside the joint of were placed in the steel tube, then while concrete is in said steel pipe, so that the steel pipe joint is located at the position of the short reinforcing rebar cage, characterized in that to raise the steel pipe predetermined height pull location Construction of cast steel pipe concrete piles Law.

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