JP2005200827A - Reinforcing construction method for concrete skeleton - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To excellently shear-reinforce the inside of a concrete skeleton without projecting a male screw section and a nut or the like for an anchor material from the surface of the skeleton regarding a reinforcing construction method for the concrete skeleton applied when the existing concrete skeleton is repaired and reinforced and an earthquake-resistant strength is increased. <P>SOLUTION: In a reinforcing method for the concrete skeleton, anchor inserting holes 3 are formed to the concrete skeleton 1, and anchor bars 5 are inserted and fixed into the inserting holes 3 together with fixing materials 4. In the reinforcing method for the concrete skeleton, the anchor bar 5 is formed in a size shorter than the inserting hole 3 and the anchor bars 5 are fixed under the state in which the overall lengths of the anchor bars 5 are housed in the inserting holes 3. In the reinforcing method, the opening-end 3a sides of the inserting holes 3 are filled with fillers 9 having the same material-quality as the fixing materials 4 or a different material quality from the fixing materials 4 to close opening ends 3a. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

  The present invention relates to a reinforcing method for a concrete case, for example, for repairing and reinforcing an existing deteriorated concrete case or increasing the seismic strength, and particularly to a reinforcing method suitable for a columnar concrete case.

  Various methods for reinforcing the concrete frame as described above have been proposed in the past. For example, as shown in Patent Document 1 and Patent Document 2 below, the outer peripheral surface of the pillar portion of the concrete frame is covered with a reinforcing plate made of a steel plate or the like to anchor bolts. It has been proposed to fix in. However, such a reinforcing method does not increase the number of shear reinforcement bars inside the housing itself, and the surrounding space area is reduced by the increase in the surrounding area of the housing. Moreover, construction can be performed only when the periphery of the housing is open, and there are problems such as complicated work.

  Therefore, for example, in Patent Document 3 below, it is proposed to place a reinforcing material such as a reinforcing bar between shear reinforcing reinforcing bars embedded in a concrete frame. FIG. 11 and FIG. 12 show an example, and a large number of anchor insertion holes 3 are formed in the vertical direction so as to pass through the inside of the reinforcing reinforcing bar 2 from the one side surface P1 side of the column portion P of the concrete frame 1. An anchor bolt 50 is inserted into each anchor insertion hole 3 together with a fixing material 4 such as a curable resin for fixing, and a nut 6 is screwed into a male screw formed at the base of the anchor bolt 50 and fixed. Further, in FIGS. 13 and 14, a reinforcing material 8 is disposed on the surface of the pillar portion P of the concrete frame 1 reinforced by fixing the anchor bolt 50 in the same manner as described above via an adhesive 7 or the like. The anchor bolt 50 and the nut 6 screwed into the male screw portion are fixed.

  As shown in FIG. 11 and FIG. 12, a structure in which a large number of anchor bolts 50 are placed in an existing concrete casing 1 can be constructed only from a limited surface of the concrete casing 1, and the anchor bolt 50 can be used to shear reinforcing steel bars. Reinforcing effect equivalent to increasing the number of can be obtained. Further, when the anchor bolt 50 as described above is connected and fixed to the reinforcing member 8 such as a reinforcing plate attached to the surface of the concrete housing 1 as shown in FIGS. 13 and 14, the strength can be further increased. However, in the conventional reinforcing method, since the male screw portion of the anchor bolt and the nut 6 protrude from the surface of the concrete casing 1, there is a risk of damaging the appearance appearance or hitting the protruding portion with other objects. It was.

Japanese Patent Laid-Open No. 9-60307 Japanese Patent Laid-Open No. 10-219928 JP 2000-110365 A

  The present invention has been proposed in view of the above-described conventional problems, and it is possible to perform shear reinforcement inside the housing without protruding male screw parts such as anchor bolts or nuts on the surface of the concrete housing. It aims at providing the reinforcement method of a good concrete frame.

  In order to achieve the above object, a concrete frame reinforcing method according to the present invention has the following configuration. That is, in a reinforcing method for a concrete frame in which an anchor insertion hole is formed in a concrete frame and an anchor bar is inserted into the insertion hole together with a fixing material, the anchor bar is formed shorter than the insertion hole. The fixing hole is fixed by the fixing material in a state where the entire length of the anchor muscle is accommodated in the insertion hole, and the opening end side of the insertion hole is filled with a filler of the same or different material as the fixing material. The open end is closed. In addition, when a gripped portion for gripping with a hammer drill or the like is integrally provided at at least one end of the anchor muscle, the anchor muscle is anchored together with a fixing material while the gripped portion is gripped with a hammer drill or the like. It can be inserted into the insertion hole and fixed.

  The concrete frame reinforcing method according to the present invention is to fix the anchor bar in a state where the anchor bar is formed shorter than the insertion hole and the full length of the anchor bar is accommodated in the insertion hole as described above. Since the opening end is closed with the filler, it is possible to prevent the anchor bars, the nuts fixing the anchor bars, and the like from being exposed to the outside and impairing the appearance or hitting other objects. In addition, it is not necessary to add concrete to the frame or to wind a steel plate or the like, and there is an effect that the area and volume of the service space are not reduced by reinforcement.

  Hereinafter, the present invention will be specifically described based on the embodiments shown in the drawings. 1 is a perspective view showing an example of a concrete frame reinforced by the present invention, FIG. 2 is a cross-sectional plan view thereof, and FIG. 3 is an enlarged view of a part thereof.

  In the present embodiment, the pillar portion P of the existing concrete frame 1 is subjected to seismic reinforcement, and a large number of substantially horizontal anchor insertion holes 3 are formed in the frame 1, and the fixing material is formed in the insertion holes 3. 4 and anchor bars 5 made of deformed reinforcing bars or the like are inserted and fixed. In the figure, W is a wall portion of the concrete housing 1.

  Each of the anchor insertion holes 3 is provided so as not to interfere with the reinforcing reinforcing bars 2 embedded in the existing concrete frame 1 as shown in FIGS. 2 and 3. In the case of the figure, the main reinforcing bars 2 a. 2a and between the adjacent hoop muscles 2b and 2b in the vertical direction.

  The material, shape, and the like of the anchor muscle 5 are appropriate, but the length of the anchor muscle 5 is shorter than the insertion hole 3 so as to be accommodated in the anchor insertion hole 3. Further, at least one end of the anchor bar 5 is provided with a gripped portion that can be gripped by a driving tool such as a hammer drill as necessary. Further, it is desirable to form the other end of the anchor bar 5 sharply so that the capsule of the fixing material 4 can be broken or the fixing material can be easily stirred and mixed.

  FIGS. 4 to 6 show an example of the anchor bar 5. FIG. 4 shows an end of the anchor bar 5 made of a deformed steel bar. 5 shows an example in which a prismatic gripped portion 51 to which a bit adapter or the like engages is provided. FIG. 5 shows a slit-shaped gripped portion in which a plug-in adapter or the like engages instead of the prismatic gripped portion 51. The portion 52 is provided, and the other configuration is the same as that in FIG. Further, in FIG. 6, one end 5a of a threaded rod-like anchor bar 5 such as a full screw bolt is formed in a conical shape, and a slit-like gripped portion 52 is provided on the other end 5b.

  The fixing material 4 is, for example, a resin-based or cement-based material that is directly injected and filled into the insertion hole 3 with an injector or the like, or in a package body such as a capsule made of synthetic resin or a Japanese paper bag in advance. The type accommodated in the container can be used. When using the fixing material 4 of the type housed in a package such as a capsule or a Japanese paper bag as described above, the fixing material 4 is put in the anchor insertion hole 3 first, and the anchor muscle 5 is inserted. Since the package is crushed, it is desirable to use the one with the tip of the anchor muscle 5 sharpened as shown in FIGS.

  In carrying out the reinforcing method of the concrete frame constructed as described above, first, as shown in FIG. 7 (a), the anchor insertion hole 3 is formed in the existing concrete frame 1, and the insertion hole 3 As shown in FIGS. 2 and 3, it is provided at a position where it does not interfere with the reinforcing rebar 2 embedded in the existing concrete frame 1 up to a substantially full length depth position of the portion to be reinforced. That is, for example, in the case of a pillar as shown in the figure, the anchor insertion hole 3 is formed up to a depth position over the substantially entire length of the width of the pillar and the wall thickness.

  Then, the fixing material 4 is inserted into the insertion hole 3 as shown in FIG. 7B, and the anchor bar 5 is inserted and fixed as shown in FIG. 7C. In the case of using a type in which the fixing material 4 is accommodated in a packaging body 4a such as a Japanese paper bag or the like, after the packaging body 4a in which the fixing material 4 is accommodated is inserted into the insertion hole 3, FIG. As shown in FIG. 6, the anchor muscle 5 having a sharp tip is inserted to destroy the package 4a. At that time, as shown in FIGS. 4 to 6, in the case where the gripped portions 51 and 52 are provided at the other end of the anchor bar 5, the gripped portion is used in a driving tool H such as a hammer drill. The package 4a can be destroyed by easily inserting the anchor muscle 5 into the insertion hole 3 while being gripped by gripping means H1 such as a chuck or directly gripped by a hand tool such as a wrench or hand. .

  When the packaging body 4a is destroyed as described above and the fixing material 4 in the packaging body 4a is stirred, the fixing material 4 in the packaging body 4a is placed in the insertion hole 3 as shown in FIG. The anchor muscle 5 can be uniformly penetrated and solidified around the anchor muscle 5, whereby the anchor muscle 5 can be fixed in the insertion hole 3. When a gap g is generated on the opening end 3a side of the anchor insertion hole 3 in a state where the anchor bar 5 is fixed in the anchor insertion hole 3 by the fixing material 4 as described above, FIG. What is necessary is just to fill and close the filler 9 like e).

  The material of the fixing material 9 is appropriate, and may be either the same material as the fixing material 4 or a different material. As a material other than the fixing material 4, for example, a cosmetic mortar can be used. In the above embodiment, the anchor bars 5 are fixed with the fixing material 4 and then the filler material 9 is filled into the opening end 3a. For example, the fixing material 4 for fixing the anchor bars 5 is larger. The fixing material 4 may be inserted into or filled in and serve as the filler 9 for closing the opening end 3a.

  As described above, in the present invention, even when the periphery of the pillar portion P of the existing concrete frame 1 is used and construction can be performed only from one side P1, the concrete frame itself can be shear-reinforced well and the anchor insertion hole Since the anchor bar 5 fixed in the hole 3 is shorter than the insertion hole 3 so as to be accommodated in the hole 3, the end portion of the anchor bolt or the like and the nut protrude outwardly as in the conventional example, and the appearance appearance It is possible to prevent damage and damage to other objects hitting the protrusion.

  In the above-described embodiment, the gripped portions 51 and 52 for gripping with a hammer drill or the like are provided at the end of the anchor muscle 5. The gripped portion as described above is not necessarily provided as long as it can be gripped by some gripping means such as fitting and holding a thin cylindrical body. In particular, it is not necessary to destroy the package 4a such as a capsule containing the fixing material 4 with the anchor bars 5 or to stir the fixing material 4, so that the fixing material 4 and the anchor bars 5 are simply connected to the anchor insertion hole 3. In the case where fixing can be achieved simply by inserting the anchor member 5 into the anchor insertion hole 3 or the anchor material 5 is inserted into the anchor insertion hole 3 and then the fixing material 4 is injected into the hole 3 to be fixed, the same as above. The gripped portions 51 and 52 as described above may not be provided.

  Furthermore, the surface of the concrete frame 1 reinforced by fixing the anchor bars 5 as described above is necessary for the purpose of, for example, concealing the construction marks of the anchor bars or for further reinforcing the concrete frame 1. Accordingly, an appropriate sheet material or plate material may be covered. FIG. 8 and FIG. 9 show an example thereof. FIG. 8 shows an example in which a sheet material 10 such as a fiber reinforced sheet is attached to the surface of the concrete case 1 via an adhesive 11 or the like. FIG. 9 shows a steel plate reinforcing plate. An example in which a plate material 12 such as is attached to the surface of the concrete frame 1 by means of an expandable anchor 13 or the like is shown.

  In adhering the sheet material 10 as described above to the surface of the concrete housing 1, after applying an adhesive 11 such as a resin to the surface of the concrete housing 1 as shown in FIG. What is necessary is just to stick the sheet | seat material 10 like (b). Further, when the plate member 12 as described above is attached with the expandable anchor 13 or the like, the expandable anchor 13 is inserted into the anchor insertion hole 14 formed on the surface of the concrete housing 1 as shown in FIG. After hitting with a hammer 16 or the like via a driving rod 15 or the like and expanding and fixing the tip of the anchor, the plate member 12 is countersunk using a female screw hole formed in the expandable anchor 13. What is necessary is just to attach by 17 grades.

  Moreover, although the said embodiment constructed | assembled the anchor reinforcement 5 from one side P1 of the pillar part P of the concrete frame 1, you may make it construct from several side, if there is no trouble in service and construction. . FIG. 10 shows an example of this, and is an example in which the anchor bars 5 are constructed from the two side faces P1 and P2 of the column part P of the concrete frame 1. Also in this case, the anchor bar 5 is driven in a position not interfering with the reinforcing reinforcing bar not shown in the figure, and the anchor bar 5 is formed shorter than the anchor insertion hole 3 so that the total length of the anchor bar 5 is the insertion hole. It is comprised so that it may be embedded in 3.

  As described above, according to the method for reinforcing a concrete frame according to the present invention, the anchor bar 5 can be easily fixed and shear-reinforced, and the entire length of the anchor bar 5 is embedded in the anchor insertion hole 3. It is possible to prevent a part of the anchor muscle 5 or the nut 6 for fixing the anchor muscle 5 from being exposed to the outside and impairing the appearance or hitting other objects. Further, since the concrete space 1 is not subjected to additional concrete striking or reinforcement, the area and volume of the service space are not reduced, so that the present invention can be applied to existing buildings and houses. Moreover, this invention is applicable not only to the pillar part P of a concrete frame but to a beam, a wall, etc.

The perspective view which shows an example of the concrete frame reinforced by this invention. The cross-sectional top view of the said concrete frame. The expanded cross-sectional top view of a part of the said concrete frame. The top view and right view which show an example of the anchor muscle used by this invention. The top view and right view which show the other example of the anchor muscle used by this invention. The top view and right view which show the other example of the anchor muscle used by this invention. Explanatory drawing which shows an example of the construction procedure of the reinforcement construction method by this invention. Explanatory drawing in the case of providing a sheet-like reinforcing material on the surface of the reinforced concrete frame. Explanatory drawing in the case of providing a plate-shaped reinforcement on the surface of the reinforced concrete frame. The perspective view of the example which nailed anchor reinforcement from the several side surface to the concrete frame. The cross-sectional view of the concrete frame which shows an example of the conventional reinforcement construction method. The some expanded cross-sectional view of the said concrete frame. The cross-sectional view of the concrete frame which shows the other example of the conventional reinforcement construction method. The some expanded cross-sectional view of the said concrete frame.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Concrete frame 2 Reinforcement reinforcing bar 3 Anchor insertion hole 4 Fixing material 5 Anchor reinforcement 6 Nut 7 Adhesive 8 Reinforcement material 9 Cosmetic mortar 10 Sheet material 12 Plate material 13 Expandable anchor 15 Driving rod 16 Hammer 17 Screw

Claims (2)

  In a concrete frame reinforcing method in which an anchor insertion hole is formed in a concrete frame and an anchor bar is inserted into the insertion hole together with a fixing material to be fixed, the anchor bar is formed to be shorter than the insertion hole. The fixing hole is fixed by the fixing material in a state where the entire length of the anchor muscle is accommodated in the insertion hole, and the opening end side of the insertion hole is filled with a filler of the same material as or different from the fixing material. Reinforcement method for concrete frame, characterized in that it is closed.   At least one end of the anchor muscle is integrally provided with a gripped portion for gripping with a hammer drill or the like, and the anchor muscle is fixed together with a fixing material in an anchor insertion hole with the gripped portion gripped with a hammer drill or the like. The method for reinforcing a concrete frame according to claim 1, wherein the concrete frame is fixed by being inserted therein.

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