JP4419456B2 - Method of joining reinforced concrete member and steel pipe concrete - Google Patents

Description

[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for joining a reinforced concrete member and steel pipe concrete.
[0002]
[Prior art]
For example, a construction method that constructs a medium- and high-rise building with one pillar and one pile foundation structure without providing footings or underground beams is suitable for cases where there are restrictions on underground work such as crossing tracks or construction on platforms. In addition, the steel construction work can be started immediately after the pile foundation work, so the construction period can be shortened.
[0003]
In this structure, the pile foundation is constructed by covering the upper outer periphery of the concrete pile foundation cast in the field with a pile head reinforcing steel pipe and integrating the lower end of the steel column into the embedded state inside the reinforcing steel pipe. A rigid connection with the column can be achieved.
[0004]
By the way, when the upper part of the concrete pile foundation is covered with the steel pipe, since it is not possible to expect adhesion between the concrete and the inner surface of the steel pipe by using a relatively thin ribless plain steel pipe with a smooth inner surface, for example, the steel pipe It is necessary to pass pile rebars throughout the interior to ensure adhesion to the concrete, and the construction becomes complicated (Reference 1).
[0005]
On the other hand, when using a steel pipe with an internal rib, the pile reinforcement built in the foundation side of the concrete pile is extended to the steel pipe side by about 45 times its diameter due to the biting effect due to the unevenness of the internal surface, It is said that sufficient fixing properties can be obtained by integrating with concrete (Reference Document 2).
[0006]
[Reference 1]
Building Technology Performance Certification Evaluation Summary Report (Japan Architecture Research Institute, May 8, 2001)
[0007]
[Reference 2]
NKTB / SKTB / KKTB / SMTB cast-in-place steel pipe concrete piles
[0008]
[Problems to be solved by the invention]
However, steel pipes with inner ribs are manufactured by spiral forming a steel strip provided with ribs by rolling, so they are not available on the general market, are difficult to obtain, and themselves are extremely expensive. On the other hand, the only place where you want to cause adhesion or to secure joint rigidity is the joint position with the concrete pile foundation, so the use of ribbed steel pipes leads to excessive quality and wasted cost. It was supposed to be multiplied.
[0009]
The present invention solves the above problems, and its purpose is to improve the adhesion of concrete by simply adding simple processing in advance even when using an ordinary steel pipe without ribs on the inner surface, which is a commercially available product. The present invention provides a method for joining a reinforced concrete member and steel pipe concrete, which can be carried out easily and can also save labor in rebar construction.
[0010]
[Means for Solving the Problems]
In order to achieve the above object, the present invention excavates the ground and builds a reinforcing bar in the excavation hole, and inserts a normal steel pipe without ribs on the inner surface into the excavation hole, and puts concrete in the excavation hole. wherein by continuously hitting set to the inside of the common steel, a reinforced concrete member and the steel pipe concrete a method of joining together, the coil advance, a steel rod in the joint end portion periphery for reinforced concrete structures of the steel pipe It is characterized in that the bearing ring is fixed by pulling the cut ends of the ring produced by cutting the coil at one place per turn and binding them in the same plane. . Therefore, in the present invention, the bearing ring is caught on the concrete, so that the reinforced concrete member and the steel pipe concrete can be fixed.
[0011]
In the present invention, it is possible to perform fillet welding that is easy to construct on both the upper and lower sides of the ring by fixing the bearing ring at a position spaced a predetermined distance from the joint end of the steel pipe.
[0012]
Further, since the protruding length of the reinforcing bar with respect to the inside of the steel pipe is about 45 times the diameter of the reinforcing bar, the same fixing ability as that using the steel pipe with the inner rib can be obtained.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. FIG. 1 shows a joining structure joined by a joining method according to the present invention. In the figure, a reinforced concrete pile foundation 1 made of cast-in-place concrete is built in the ground E, and a pile head reinforced steel pipe 2 is built on the same axis above the concrete pile foundation 1, and a concrete pile foundation is built inside it. In the state where the hook-shaped reinforcing bar 3 built in 1 is protruded, the concrete 4 is continuously and integrally joined to the upper portion of the concrete pile foundation 1 by the concrete 4.
[0014]
The concrete pile foundation 1 is generally excavated in the ground E using muddy water, and after placing the bar-shaped rebar 3 in this excavation hole, the concrete 4 is placed using a tremy pipe or the like to replace the muddy water. The rebar 3 is disposed in a projecting manner on the steel pipe 2 side with a length of about 45 times the diameter in the height direction.
[0015]
The steel pipe 2 is built on the upper side of the excavation hole at the same time as the rebar 3 is erected. By placing concrete 4 continuously into the steel pipe 2, the upper part of the pile foundation 1 is used as a steel pipe concrete member. Integrated into
[0016]
The steel pipe 2 is a normal JIS steel pipe having no thin inner ribs, and a bearing ring 5 is fixed to the inner peripheral wall of the bottom portion in advance by welding or bonding with an adhesive. The bearing ring 5 is, for example, a square bar having a cross section of about 25 mm square. As shown in FIG. 2A, a steel material having a square cross section is formed into a coil shape using a bender and a winding jig. By winding and separating at one place in the winding direction of the coil 5 ', a plurality of rings 5 "are manufactured, and then the cut ends of the rings 5" are drawn together and bound in the same plane. An almost perfect circle is formed.
[0017]
Then, according to the diameter of the winding jig and the width of the square steel material, the outer diameter of the ring 5 is made to coincide with the inner peripheral diameter of the steel pipe 10, and this is positioned slightly above the bottom of the steel pipe 10 as shown in FIG. (For example, 25 mm to 50 mm), and then, as shown in (c) and a partially enlarged view in FIG. 3, the fillet that allows easy construction of the upper and lower peripheries of the ring 5 and the inner periphery of the steel pipe 10. These are integrated by welding 6, and a series of these operations can be easily and inexpensively performed using simple tools even at a construction site.
[0018]
By applying the above processing to the steel pipe 2 in advance, the bearing ring 5 becomes caught on the concrete 4 placed in the steel pipe 2, and stress is transmitted in the vertical direction along with the adhesion of the steel pipe 2 and the concrete 4. The Therefore, as in the case where the steel pipe with the inner rib is used, sufficient stress transmission is possible by projecting the reinforcing bar 3 of the concrete pile foundation 1 into the steel pipe 1 about 45 times its diameter as described above. It is.
[0019]
In the above embodiment, the bearing ring 5 has a square cross section, but a round cross section using a steel rod for reinforcing bars, a cross section trapezoidal shape, a triangular cross section, a U-shaped channel shape or Various cross-sectional shapes such as an L-shaped angle shape and a rectangular shape with a flat cross-section can be selected, and each cross-sectional dimension and cross-sectional shape is the most suitable for the bending moment required for the joint of steel pipe concrete and the biting property with concrete. Design.
[0020]
Moreover, in the said embodiment, although the case where the upper part of the concrete pile foundation was integrally covered with the pile head reinforcement steel pipe was shown, it may be the upside-down, and of course it is applicable to general frame bodies, such as a column and a beam. is there.
[0021]
【The invention's effect】
As is clear from the above description, in the method for joining reinforced concrete members and steel pipe concrete according to the present invention, even if a JIS ordinary steel pipe without ribs on the inner surface which is a commercially available product and is inexpensive, simple processing is performed in advance. By simply adding it, the adhesion of concrete can be performed well, and labor can be saved in rebar construction.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing a case where the present invention is applied to a pile foundation, and a plan cross-sectional view taken along the lines AA to CC.
FIGS. 2A to 2C are partial perspective views showing a procedure for attaching a bearing ring to the steel pipe.
FIG. 3 is an enlarged cross-sectional view of a D part in FIG.
[Explanation of symbols]
1 Reinforced concrete pile foundation (reinforced concrete member)
2 Steel pipe 3 Reinforcing bar 4 Concrete 5 Bearing ring 6 Welding

Claims (3)

Excavating the ground, building a reinforcing bar in the excavation hole, inserting a normal steel pipe without ribs on the inner surface into the upper part of the excavation hole, and placing concrete continuously into the normal steel pipe in the excavation hole In this method, the reinforced concrete member and the steel pipe concrete are integrally joined , and a steel bar is wound in advance around the inner periphery of the joint end of the steel pipe with respect to the reinforced concrete structure. A method for joining a reinforced concrete member and steel pipe concrete, characterized in that a support ring is formed by pulling the cut ends of the ring produced by cutting at different places and binding them in the same plane .   The method of joining reinforced concrete members and steel pipe concrete according to claim 1, wherein the bearing ring is fixed at a position spaced apart from the joining end of the steel pipe.   The method for joining a reinforced concrete member and steel pipe concrete according to claim 1 or 2, wherein a protrusion length of the reinforcing bar with respect to the inside of the steel pipe is about 45 times the diameter of the reinforcing bar.

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