JP4143016B2 - Slab reinforcement method - Google Patents

Slab reinforcement method Download PDF

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JP4143016B2
JP4143016B2 JP2003369332A JP2003369332A JP4143016B2 JP 4143016 B2 JP4143016 B2 JP 4143016B2 JP 2003369332 A JP2003369332 A JP 2003369332A JP 2003369332 A JP2003369332 A JP 2003369332A JP 4143016 B2 JP4143016 B2 JP 4143016B2
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slab
outer cable
support member
reinforcing
cable
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JP2005133390A (en
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文雄 大和田
広光 千葉
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都市基盤整備公団
株式会社ピーエス三菱
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本発明は、例えば老朽化した既存建築物のスラブであって、建て替えるまでには至っておらず、補強により機能を改善することができる程度の老朽度のスラブを補強するスラブの補強方法に関する。   The present invention relates to a method for reinforcing a slab that reinforces a slab of an aging slab, for example, an aging slab that has not yet been rebuilt and whose function can be improved by reinforcement.

建築物のスラブを外ケーブルによって補強する技術として、従来、図8に模式的に例示するように、スラブの下面にスラブを支持する支持部材及び偏向具を設け、この支持部材及び偏向具をスラブ下に配設した外ケーブルで懸垂支持する技術が知られている。このような技術は、梁の補強技術としても用いられている。   As a technique for reinforcing a slab of a building with an external cable, conventionally, as schematically illustrated in FIG. 8, a support member and a deflector that support the slab are provided on the lower surface of the slab, and the support member and the deflector are attached to the slab. A technique of hanging and supporting with an external cable disposed below is known. Such a technique is also used as a beam reinforcement technique.

また、図7に示すように、スラブを上下に貫通する斜めの孔を開口し、この孔を通ってスラブの下面を支持し上面に抜ける外ケーブルを配設し、外ケーブルでスラブを補強する技術がある(例えば、非特許文献1参照。)。   In addition, as shown in FIG. 7, an oblique hole that penetrates the slab up and down is opened, an outer cable that supports the lower surface of the slab through the hole and goes out to the upper surface is disposed, and the slab is reinforced with the outer cable. There is a technology (for example, see Non-Patent Document 1).

図7や図8に示すようなスラブの補強では、外ケーブルがスラブの下方に配置されるため、天井の仕上が制約を受けたり、天井の有効高さが制約される等の影響が生じる。また、施工時における下階への影響度も大きい。
「建築技術」 1988,09 p.189〜196
In the reinforcement of the slab as shown in FIGS. 7 and 8, since the outer cable is arranged below the slab, the ceiling finish is restricted and the effective height of the ceiling is restricted. In addition, the impact on the lower floor during construction is large.
“Architecture Technology” 1988, 09 p. 189-196

本発明は外ケーブルを用いるスラブの補強に係る技術であって、従来と異なり、外ケーブルがスラブの下方に配置されるのを避け、スラブ下面の天井の仕上が制約を受けたり、天井の有効高さが制約される等の影響のないスラブの補強技術を提供することを目的とするものである。   The present invention relates to a technique for reinforcing a slab using an outer cable, and unlike the conventional technique, the outer cable is avoided from being arranged below the slab, the ceiling finish on the lower surface of the slab is restricted, and the ceiling is effective. An object of the present invention is to provide a slab reinforcement technique that is not affected by a height restriction.

本発明は例えば老朽化した既存建築物のスラブであって、建て替えるまでには至っていないが、補強により機能を改善することができる程度の老朽度のスラブを外ケーブルによって補強するスラブの補強方法を提供する。   The present invention is, for example, a slab of an aging slab that has not yet been rebuilt, but a slab reinforcement method that reinforces an old slab that can be improved by reinforcement with an external cable. provide.

本発明は、上記問題点を解決するためになされたもので、建築物の既存スラブを補強するに当たり、スラブの中間部にスラブ支持部材を設け、該支持部材に偏向具を取り付け、スラブ上方に該偏向具を介して1スパン又は複数スパンに亘って外ケーブルを配線・緊張し、該外ケーブルの両端をスラブ端部の部材に定着することを特徴とするスラブの補強方法である。   The present invention has been made to solve the above-mentioned problems. When reinforcing an existing slab of a building, a slab support member is provided at an intermediate portion of the slab, a deflection tool is attached to the support member, and the slab is located above the slab. A method for reinforcing a slab, characterized in that an outer cable is wired and tensioned over one span or a plurality of spans via the deflector, and both ends of the outer cable are fixed to members at end portions of the slab.

本発明ではスラブ中間部に支持部材を設け、これに偏向具を取り付ける。偏向具は外ケーブルの軸方向が変向する部分に当接する部材である。   In the present invention, a support member is provided in the middle part of the slab, and a deflecting tool is attached to the support member. The deflecting tool is a member that abuts against a portion of the outer cable that changes its axial direction.

スラブに支持部材を取り付ける位置は、外ケーブル配線方向のスラブの中央部、又は外ケーブルの配線に対して適切な2位置とすることが好ましい。2位置に設ける支持部材の取付け間隔は、スラブの構造、スラブの変形量、配線形状等に応じて定めるとよい。   The positions where the support member is attached to the slab are preferably two positions appropriate for the central portion of the slab in the outer cable wiring direction or the wiring of the outer cable. The mounting interval between the support members provided at the two positions may be determined according to the structure of the slab, the deformation amount of the slab, the wiring shape, and the like.

前記支持部材は、スラブを上下に貫通する鋼材(例えば通しボルト)と、スラブ下面に設けた鋼板などの補強部材とから構成すれば、簡単にスラブへの取付強度の高い支持部材とすることができ、好適である。また、スラブ下面に大きな突出物や部材等を設ける必要がなく、簡易な構造で、外ケーブルによるスラブ補強をすることができる。例えば、スラブを上下に貫通する数本の通しボルトの下端に、スラブを支持する鋼板をナットで取付けるようにするとよい。   If the support member is composed of a steel material that penetrates the slab vertically (for example, a through bolt) and a reinforcing member such as a steel plate provided on the lower surface of the slab, the support member can be easily made a support member with high attachment strength to the slab. It is possible and suitable. Moreover, it is not necessary to provide a large protrusion or member on the lower surface of the slab, and the slab can be reinforced with an external cable with a simple structure. For example, it is good to attach the steel plate which supports a slab with a nut to the lower end of several through bolts which penetrate a slab up and down.

また、前記外ケーブルの両端は、スラブ端部の構造体等に定着すればよいが、構造体を貫通して構造体の背面に配設した定着装置に定着すれば、最も適切な定着部材を設計することができ好適である。なお、複数スパンに亘る連続ケーブルとしてもよい。   In addition, both ends of the outer cable may be fixed to the structure at the end of the slab, but if the fixing is performed on a fixing device that penetrates the structure and is disposed on the back of the structure, the most appropriate fixing member is used. It can be designed and is preferable. A continuous cable extending over a plurality of spans may be used.

前記外ケーブルを床仕上げ(増モルタル等)によって生ずる付加荷重を考慮した荷重に対応する外ケーブルとし、床仕上げの中に配置すれば、外ケーブルを床仕上げの中に配設することができ、邪魔にならないようにすることができると共に、耐火施策上も好ましい。   If the external cable is an external cable that can handle the load that takes into account the additional load generated by the floor finish (such as mortar), and placed in the floor finish, the external cable can be placed in the floor finish. In addition to being able to avoid getting in the way, it is also preferable in terms of fire resistance.

本発明の外ケーブルによるスラブの補強方法は、以上のように外ケーブルをスラブ上面に配置し、スラブを吊り上げるように外ケーブルを配線することとしたのでスラブ下面側に突設する部材がなくなり、天井の有効高さの制約を生ずることがなく、また、外ケーブルを床仕上げ中に埋設することが容易である。従って、施工上も階下の居住者が居つきのまま施工が可能となるなど、優れた効果を奏し、寄与するところが大である。   The method of reinforcing the slab with the outer cable of the present invention is arranged as described above, the outer cable is arranged on the upper surface of the slab, and the outer cable is wired so as to lift the slab, so there is no member projecting on the lower surface side of the slab, There is no restriction on the effective height of the ceiling, and it is easy to embed the outer cable in the floor finish. Therefore, in terms of construction, it has a great effect that it contributes to an excellent effect, such as construction is possible with residents living downstairs.

以下図面を参照して本発明の実施の形態を説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図7、図8の従来技術と対比して図6に本発明の実施例の模式図を示した。図7では、スラブ100に斜めの孔102を穿孔し、この孔102を通って外ケーブル20にスラブ100の下面を支持させ、矢印40で示すようにスラブを懸垂するように外ケーブル20を張設する。図8では、スラブ100の下面に突設する支持部材50を設け、これに偏向具を取り付けて矢印51で示すようにスラブ100を支持して外ケーブル20でスラブを懸垂する。   In contrast to the prior art of FIGS. 7 and 8, FIG. 6 shows a schematic diagram of an embodiment of the present invention. In FIG. 7, an oblique hole 102 is drilled in the slab 100, the lower surface of the slab 100 is supported by the outer cable 20 through the hole 102, and the outer cable 20 is stretched so as to suspend the slab as indicated by an arrow 40. Set up. In FIG. 8, a support member 50 protruding from the lower surface of the slab 100 is provided, and a deflection tool is attached to the support member 50 to support the slab 100 as indicated by an arrow 51, and the slab is suspended by the outer cable 20.

これに対して本発明では図6に示すように、スラブ100の上面に支持部材10を設け、これに偏向具を取り付け矢印21に示すように外ケーブル20でスラブを懸垂する。   In contrast, in the present invention, as shown in FIG. 6, the support member 10 is provided on the upper surface of the slab 100, and a deflection tool is attached to the support member 10, and the slab is suspended by the outer cable 20 as indicated by an arrow 21.

図1は本発明の一実施例の外ケーブルによるスラブの補強方法を示す側面図、図2はその平面図である。補強すべきスラブ100の中間部の上面にスラブを引き上げる支持部材10を設け、この支持部材10に偏向具を取り付けスラブ100の上方に外ケーブル20を配線・緊張し、外ケーブル20の両端部を定着部30に定着する。定着部30はこの例では、スラブの両端の構造体110の背面に設けたものを示している。支持部材10は、補強すべきスラブ100の状況に応じて、スラブ100の中央部1箇所又はスラブの中間部2箇所に設ける。また、外ケーブルの本数は、補強すべきスラブの実情に応じて定めるとよい。   FIG. 1 is a side view showing a method for reinforcing a slab with an external cable according to an embodiment of the present invention, and FIG. 2 is a plan view thereof. A support member 10 for pulling up the slab is provided on the upper surface of the intermediate portion of the slab 100 to be reinforced, a deflecting tool is attached to the support member 10, the outer cable 20 is wired and tensioned above the slab 100, and both end portions of the outer cable 20 are connected. Fixing is performed on the fixing unit 30. In this example, the fixing unit 30 is provided on the back surface of the structure 110 at both ends of the slab. The support member 10 is provided at one central portion of the slab 100 or two intermediate portions of the slab depending on the situation of the slab 100 to be reinforced. The number of outer cables may be determined according to the actual situation of the slab to be reinforced.

図1の部分拡大図を図3に示した。支持部材10はスラブ100を上下に貫通する鋼材11の下端にスラブを支持する鋼板12をナット13によって取付け、鋼材11の上端に受け板14を取付け偏向具16をその下面に取り付けたものとし、外ケーブル20の端部は構造体110の背面に定着部30を設けて定着している。スラブ100上面にはモルタル等による床仕上げ101を施工している。   A partially enlarged view of FIG. 1 is shown in FIG. The support member 10 has a steel plate 12 supporting the slab vertically attached to the lower end of the steel material 11 penetrating up and down the slab 100 with a nut 13, a receiving plate 14 attached to the upper end of the steel material 11, and a deflector 16 attached to the lower surface thereof. The end portion of the outer cable 20 is fixed by providing a fixing portion 30 on the back surface of the structure 110. A floor finish 101 made of mortar or the like is applied on the upper surface of the slab 100.

支持部材10の一例を図4に示した。図4(a)は側面図、図4(b)は正面図、図4(c)は、偏向具16の下面図である。4本の高張力鋼材11の下端にスラブの下面を支持する鋼板12をナット13によって取付けている。スラブ100の上面に位置する鋼板17によって高張力鋼材11の上下位置決めがなされる。高張力鋼材11の上端に偏向具16を下面に取り付けた受け板14をナット15によって固定する。19は鋼材11の通る孔である。偏向具16は外ケーブルを受ける溝18を備えている。支持部材10はこの実施例に限るものではないが、この構造は、簡単な構造で、スラブ下面に大きく突出するものがなく、スラブを支持する力が大きく、好適である。   An example of the support member 10 is shown in FIG. 4A is a side view, FIG. 4B is a front view, and FIG. 4C is a bottom view of the deflector 16. A steel plate 12 that supports the lower surface of the slab is attached to the lower ends of the four high-strength steel materials 11 by nuts 13. The high-tensile steel material 11 is vertically positioned by the steel plate 17 positioned on the upper surface of the slab 100. A receiving plate 14 having a deflector 16 attached to the lower surface is fixed to the upper end of the high-tensile steel material 11 with a nut 15. Reference numeral 19 denotes a hole through which the steel material 11 passes. The deflector 16 is provided with a groove 18 for receiving the outer cable. The support member 10 is not limited to this embodiment, but this structure is simple and has no large protrusion on the lower surface of the slab, and has a large force for supporting the slab.

図5に一例として定着部30の実施例の水平断面図を示した。外ケーブル20の端部にねじスリーブ22を取付け、このねじスリーブ22を定着部30に定着する。定着部30は、構造体110の裏面に補強コンクリート31を形成しその背面に定着体32を配設し、スリーブ22の外周に設けたねじにナット34を螺合し、ナット34を定着体32の背面に圧着させて、外ケーブル20の端部を定着する。定着後保護キャップ35を被せて保護する。   FIG. 5 shows a horizontal sectional view of an embodiment of the fixing unit 30 as an example. A screw sleeve 22 is attached to the end of the outer cable 20, and the screw sleeve 22 is fixed to the fixing unit 30. The fixing unit 30 includes a reinforcing concrete 31 formed on the back surface of the structure 110, a fixing body 32 disposed on the back surface, a nut 34 screwed onto a screw provided on the outer periphery of the sleeve 22, and the nut 34 fixed to the fixing body 32. The end of the outer cable 20 is fixed by crimping to the back surface of the cable. After fixing, the protective cap 35 is covered for protection.

短辺約3600mm×長辺約7200mm×厚さ110mmの既存スラブ100の性能を改善するため、図1に示すように上面に支持部材10を設け、これに外ケーブル20を配置しプレストレスを導入して補強した。スラブ100の上面に床仕上げとして厚さ約40mmのモルタルを増打ちし、スラブ上面を水平にすると共にスラブ100の質量増加による遮音性能の向上を図った。   In order to improve the performance of the existing slab 100 having a short side of about 3600 mm × long side of about 7200 mm × thickness of 110 mm, a support member 10 is provided on the upper surface as shown in FIG. And reinforced. A mortar having a thickness of about 40 mm was added to the upper surface of the slab 100 as a floor finish to make the upper surface of the slab horizontal and to improve the sound insulation performance by increasing the mass of the slab 100.

従来のように、スラブ下面に偏向具を設けたり、外ケーブル20をスラブ下面に露出させたりしないので、本実施例では、階下の居住者が居つきのままで適切なスラブ補強を施工することができる。   As in the prior art, a deflecting tool is not provided on the lower surface of the slab, and the outer cable 20 is not exposed on the lower surface of the slab. it can.

実施例の側面図である。It is a side view of an Example. 実施例の平面図である。It is a top view of an Example. 実施例の部分拡大側面図である。It is a partial expanded side view of an Example. 支持部材の側面図である。It is a side view of a supporting member. 支持部材の正面図である。It is a front view of a supporting member. 図4(a)のA−A矢視図である。It is an AA arrow line view of Fig.4 (a). 定着部の断面図である。It is sectional drawing of a fixing part. 偏向具の下面図である。It is a bottom view of a deflecting tool. 従来例の模式図である。It is a schematic diagram of a prior art example. 従来例の模式図である。It is a schematic diagram of a prior art example.

符号の説明Explanation of symbols

10 支持部材
11 鋼材
12 鋼板
13 ナット
14 受け板
15 ナット
16 偏向具
17 鋼板
18 溝
19 孔
20 外ケーブル
21 矢印
22 ねじスリーブ
30 定着部
31 補強コンクリート
32 定着体
34 ナット
35 保護キャップ
40 矢印
50 偏向具
51 矢印
100 スラブ
101 床仕上げ
102 斜めの孔
110 構造体
DESCRIPTION OF SYMBOLS 10 Support member 11 Steel material 12 Steel plate 13 Nut 14 Receiving plate 15 Nut 16 Deflector 17 Steel plate 18 Groove 19 Hole 20 Outer cable 21 Arrow 22 Screw sleeve 30 Fixing part 31 Reinforcement concrete 32 Fixing body 34 Nut 35 Protection cap 40 Arrow 50 Deflection tool 51 arrow 100 slab 101 floor finish 102 slant hole 110 structure

Claims (4)

建築物の既存スラブを補強するに当たり、スラブの中間部にスラブ支持部材を設け、該支持部材に偏向具を取り付け、スラブ上方に該偏向具を介して1スパン又は複数スパンに亘って外ケーブルを配線・緊張し、該外ケーブルの両端をスラブ端部の部材に定着することを特徴とするスラブの補強方法。   When reinforcing an existing slab of a building, a slab support member is provided in the middle part of the slab, a deflection tool is attached to the support member, and an outer cable is connected to the span over one span or a plurality of spans via the deflection tool. A method for reinforcing a slab, characterized by wiring and tensioning, and fixing both ends of the outer cable to a member at an end of the slab. 前記支持部材は、スラブを上下に貫通する鋼材とスラブ下面に設けた補強部材とからなることを特徴とする請求項1記載のスラブの補強方法。   The method of reinforcing a slab according to claim 1, wherein the support member includes a steel material that vertically penetrates the slab and a reinforcing member provided on a lower surface of the slab. 前記外ケーブルの両端は、構造体を貫通し、構造体の背面に固定した定着装置に定着したことを特徴とする請求項1又は2記載のスラブの補強方法。   The slab reinforcement method according to claim 1 or 2, wherein both ends of the outer cable are fixed to a fixing device that penetrates the structure and is fixed to the back surface of the structure. 前記外ケーブルを床仕上げの中に収納したことを特徴とする請求項1〜3の何れかに記載のスラブの補強方法。   The method for reinforcing a slab according to any one of claims 1 to 3, wherein the outer cable is housed in a floor finish.
JP2003369332A 2003-10-29 2003-10-29 Slab reinforcement method Expired - Lifetime JP4143016B2 (en)

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JP5378923B2 (en) * 2009-09-17 2013-12-25 株式会社技建管理 Suspended structure
KR101259407B1 (en) 2012-02-01 2013-04-30 김인범 Under_tensioned beam structures optimized end-moment
KR101337326B1 (en) 2012-11-23 2013-12-06 한국건설기술연구원 Fire-proofing method for composite slab using the same
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JP2013177795A (en) * 2011-10-28 2013-09-09 Okuju Co Ltd Structure and method for reinforcing planar structure

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