JP3133009B2 - Auxiliary tool for plumbing work in concrete building frame and method of plumbing concrete building frame using this tool - Google Patents
Auxiliary tool for plumbing work in concrete building frame and method of plumbing concrete building frame using this toolInfo
- Publication number
- JP3133009B2 JP3133009B2 JP09057520A JP5752097A JP3133009B2 JP 3133009 B2 JP3133009 B2 JP 3133009B2 JP 09057520 A JP09057520 A JP 09057520A JP 5752097 A JP5752097 A JP 5752097A JP 3133009 B2 JP3133009 B2 JP 3133009B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- hole
- piping
- metal wire
- concrete building
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Domestic Plumbing Installations (AREA)
- Supports For Pipes And Cables (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明はコンクリート製建築
躯体における天井面や床面や壁面に貫通状に配管される
管の配管施工用補助具及びこの補助具を用いたコンクリ
ート製建築躯体の配管施工方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an auxiliary tool for piping a pipe penetrating through a ceiling, a floor, or a wall of a concrete building frame, and to a concrete building frame using the auxiliary tool. About the method.
【0002】[0002]
【従来の技術】例えば、コンクリート製天井面に管を上
下方向に貫通状に配管する場合、敷設された型枠におけ
る所定箇所にスリーブ管を仮固定した後、コンクリート
を打設し、養生固形化後にスリーブ管および型枠を外し
て、スリーブ管の抜き跡の配管穴に管を通して芯出し調
整すると共に、配管穴の下側の管部分に受型枠を取り付
けて、この受型枠で配管穴の下側開口を閉じて、配管穴
面と管との間の調整隙間にモルタル等の補修材を充填し
ている。かかる配管施工方法では、スリーブ管を型枠に
固定するための固定具と、配管穴の下側開口を閉じるた
めに管に取り付ける受型枠との双方が必要であり、受型
枠は管に取り付け可能な構成のものでなければならな
い。2. Description of the Related Art For example, when pipes are vertically penetrated on a concrete ceiling surface, a sleeve pipe is temporarily fixed to a predetermined portion of a laid formwork, concrete is poured, and curing and solidification are performed. Later, the sleeve pipe and the mold are removed, the pipe is centered and adjusted through the pipe hole at the trace of the sleeve pipe, and a receiving mold is attached to the pipe portion below the pipe hole. The lower opening is closed, and the adjusting gap between the pipe hole surface and the pipe is filled with a repair material such as mortar. In such a piping construction method, both a fixture for fixing the sleeve pipe to the formwork and a receiving formwork attached to the pipe to close the lower opening of the piping hole are necessary, and the receiving formwork is attached to the pipe. It must be of a configuration that can be installed.
【0003】[0003]
【発明が解決しようとする課題】解決しようとする課題
は、スリーブ管を仮固定できて、しかも、受型枠を配管
穴の閉じ状態に固定することができるコンクリート製建
築躯体における配管施工用補助具及びこの補助具を用い
たコンクリート製建築躯体の配管施工方法を提供するこ
とにある。An object of the present invention is to provide an auxiliary pipe for concrete construction in which a sleeve pipe can be temporarily fixed and a receiving frame can be fixed in a closed state of a pipe hole. It is an object of the present invention to provide a plumbing method for a concrete building frame using the tool and the auxiliary tool.
【0004】[0004]
【課題を解決するための手段】本発明は前記した課題を
達成するため、コンクリート製建築躯体における配管施
工用補助具では、金属製環部に3本以上の数本の金属製
固定脚部を前記環部の軸線と同方向且つ等間隔状に配設
すると共に、この各固定脚部には一端に固定部を、他端
に折り曲げ可能な所望長さの金属線部を、それぞれ延長
形成していることを特徴とする。また、本発明の配管施
工用補助具では、前記固定部が、外側または内側または
内外両側に形成されていることを特徴とする。そして、
本発明の前記補助具を用いたコンクリート製建築躯体の
配管施工方法では、型枠に前記補助具における固定部を
固定し、外径が配管穴径と同径のスリーブ管を環部内に
挿入して、各金属線部をスリーブ管内側に折り曲げて、
型枠にスリーブ管を仮固定し、コンクリートを打設して
養生させて固化した後に型枠を外し、金属線部を折り戻
して、スリーブ管を抜き取った跡の配管穴に管を貫挿す
ると共に前記金属線部で受型枠を仮固定して、この受型
枠により管を抱持して且つ配管穴の一方を閉じた状態に
整え、配管穴と管との間の調整隙間に補修材を充填する
ようにしたことを特徴とする。また、本発明の配管施工
方法では、型枠に前記補助具における固定部を固定し、
外径が配管穴径と同径のスリーブ管を環部内に挿入し
て、各金属線部をスリーブ管内側に折り曲げて、型枠に
スリーブ管を仮固定し、コンクリートを打設して養生さ
せて固化した後に型枠を外し、金属線部を折り戻して、
スリーブ管を抜き取った跡の配管穴に管を貫挿すると共
に前記金属線部で受型枠を仮固定して、この受型枠によ
り管を抱持して且つ配管穴の一方を閉じた状態に整え、
配管穴と管との間の調整隙間に補修材を充填し、補修材
の固化後に金属線部における受型枠を仮固定していた線
部分を切除して受型枠を除くようにしたことを特徴とす
る。また、本発明の配管施工方法では、前記受型枠が一
対の割り型態様であることを特徴とする。また、本発明
の配管施工方法では、前記受型枠が取付部材と抱持部材
からなり、上側のフランジ部と下側の筒状部からなる前
記取付部材は、ヒンジを経て左右に開閉可能に分割形成
すると共に、このフランジ部および筒状部を閉じ状態に
止着要素でロック可能に形成し、且つ、フランジ部に対
して筒状部を筒軸線がフランジ部中心から偏心した部位
に垂設してあり、前記抱持部材は割型の筒状で、パイプ
抱持孔を孔軸線が筒軸線から偏心した部位に形成してい
て、取付部材における前記筒状部の保持孔に着脱且つ保
持された状態で回動可能な態様に形成してあることを特
徴とする。また、本発明の配管施工方法では、前記受型
枠における筒状部とパイプ抱持孔との双方の軸線の偏倚
関係を、抱持部材の回動角度調節によってパイプ抱持孔
がフランジ部と同心状から適宜偏心状まで調節可能な態
様に形成してあることを特徴とする。また、本発明の配
管施工方法では、前記受型枠における取付部材を、フラ
ンジ部の径方向の最大幅側におけるヒンジを支点として
開閉可能に分割形成してあることを特徴とする。According to the present invention, in order to achieve the above-mentioned object, in a pipe construction aid for a concrete building frame, three or more metal fixing legs are provided on a metal ring. The fixed legs are arranged in the same direction as the axis of the ring portion and at equal intervals, and a fixed portion is formed at one end of each fixed leg portion, and a metal wire portion having a desired length that can be bent at the other end is formed by extension. It is characterized by having. Further, in the plumbing aid according to the present invention, the fixing portion is formed on the outside, inside, or both inside and outside. And
In the piping construction method of a concrete building frame using the auxiliary tool of the present invention, a fixing portion of the auxiliary tool is fixed to a formwork, and an outer diameter is inserted into a ring portion with a sleeve pipe having the same diameter as a pipe hole diameter. Then, bend each metal wire part inside the sleeve tube,
Temporarily fix the sleeve tube to the formwork, cast concrete, cure and solidify, remove the formwork, fold back the metal wire part, and insert the tube into the piping hole where the sleeve tube was pulled out At the same time, the receiving frame is temporarily fixed with the metal wire portion, the tube is held by the receiving frame and one of the pipe holes is closed, and the adjustment gap between the pipe hole and the pipe is repaired. It is characterized by being filled with a material. Further, in the piping construction method of the present invention, a fixing portion of the auxiliary tool is fixed to a mold,
Insert a sleeve pipe with the same outer diameter as the pipe hole diameter into the ring part, bend each metal wire part inside the sleeve pipe, temporarily fix the sleeve pipe to the formwork, cast concrete and cure it. After solidification, remove the formwork, fold back the metal wire part,
A state in which the pipe is inserted into the pipe hole at the mark where the sleeve pipe has been removed and the receiving frame is temporarily fixed with the metal wire portion, the pipe is held by the receiving frame, and one of the pipe holes is closed. In order,
The repair gap was filled in the adjustment gap between the pipe hole and the pipe, and after the solidification of the repair material, the line portion that temporarily fixed the receiving frame in the metal wire part was cut off to remove the receiving frame. It is characterized by. Further, in the piping construction method of the present invention, the receiving frame is a pair of split mold modes. Further, in the piping construction method of the present invention, the receiving mold frame includes a mounting member and a holding member, and the mounting member including an upper flange portion and a lower cylindrical portion can be opened and closed right and left via a hinge. The flange portion and the cylindrical portion are formed so as to be lockable by a fastening element in a closed state, and the cylindrical portion is vertically suspended from the flange portion at a position where the cylinder axis is eccentric from the center of the flange portion. The holding member has a split cylindrical shape, and a pipe holding hole is formed at a portion where the hole axis is eccentric from the cylinder axis, and is attached to and detached from the holding hole of the cylindrical portion of the mounting member. It is characterized in that it is formed so as to be rotatable in the state in which it is made. Further, in the piping construction method of the present invention, the offset relationship between the axes of both the tubular portion and the pipe holding hole in the receiving mold frame is adjusted by adjusting the rotation angle of the holding member so that the pipe holding hole and the flange portion are aligned. It is characterized in that it is formed in a manner that can be adjusted from concentric to eccentric as appropriate. Further, in the piping construction method of the present invention, the attachment member of the receiving mold frame is formed so as to be openable and closable with a hinge at a radially largest width side of the flange portion as a fulcrum.
【0005】本発明における金属線部は、固定脚部と同
一体である態様または別体で溶接等により一体的に形成
されている態様になる。また、固定脚部は、環部の内側
に配設される態様、環部の外側に配設される態様、環部
の上下面に亘り配設される態様、その他のこれらに類す
る適宜態様のいずれかになる。固定部が内側または内外
両側に形成されている態様の場合では、内側の固定部と
スリーブ管端との間にコンクリートが入り込む隙間が生
じないように、スリーブ管端には固定部が収まる凹部を
形成して施工することになる。配管穴の形成面が天井部
または床部である場合には、金属線部は折り返されて一
対の受型枠を保持して、この受型枠が管を抱持して且つ
配管穴下側を閉じた状態を呈するようにしてある。そし
て、配管穴の形成面が壁部である場合には、金属線部は
その延長方向または折り返し方向に位置する一対の受型
枠を保持して、この受型枠が管を抱持して且つ配管穴の
一方を閉じた状態を呈するようにしてある。金属線部に
よる受型枠の保持は、金属線部を受型枠の孔部に通して
線同士で結ぶことにより保持する態様、金属線部を受型
枠の突部等に絡み付けることにより保持する態様、等の
適宜手法になる。受型枠は、管を抱持して且つ配管穴の
一方を閉じ得るものであれば良く、その態様は問わな
い。[0005] In the present invention, the metal wire portion may be the same as the fixed leg portion or may be formed separately by welding or the like. Further, the fixed leg portion may be provided inside the ring portion, outside the ring portion, over the upper and lower surfaces of the ring portion, or any other suitable mode similar to these. Will be either. In the case of the mode in which the fixing portion is formed on the inner side or the inner and outer sides, a concave portion in which the fixing portion fits is formed at the sleeve tube end so that there is no gap between the inner fixing portion and the sleeve tube end where concrete enters. It will be formed and constructed. When the surface where the pipe hole is formed is the ceiling or the floor, the metal wire portion is folded back to hold the pair of receiving frames, and the receiving frame holds the pipe and is located below the piping hole. In a closed state. And when the formation surface of a piping hole is a wall part, a metal wire part holds a pair of receiving frame located in the extension direction or the folding direction, and this receiving frame holds a pipe. In addition, one of the pipe holes is closed. The holding of the receiving frame by the metal wire portion is carried out by passing the metal wire portion through the hole of the receiving frame and tying the wires together, and by entanglement of the metal wire portion with the protrusion of the receiving frame. It is an appropriate method such as the mode of holding. The receiving frame may be any as long as it can hold the pipe and close one of the pipe holes.
【0006】[0006]
【発明の実施の形態】図1には本発明のコンクリート製
建築躯体における配管施工用補助具の実施の1形態を例
示している。補助具1は、円形の金属製環部2内側に4
本の金属製固定脚部3の中ほどをそれぞれ固定して、環
部2の軸線と同方向且つ等間隔状に一体的に配設してあ
る。固定脚部3は、脚部下端に固定部4を外側に水平状
に延設して形成してあり、この固定部4には通し孔5を
開けてあると共に、脚部上端には折り曲げ可能な所望長
さの金属線部6を延設して形成している。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 illustrates one embodiment of a plumbing aid in a concrete building frame of the present invention. Auxiliary tool 1 has 4 inside circular metal ring 2
The middle portions of the metal fixing legs 3 are respectively fixed, and are integrally disposed in the same direction as the axis of the ring portion 2 and at equal intervals. The fixing leg 3 is formed by extending a fixing portion 4 horizontally outward at the lower end of the leg. The fixing portion 4 has a through hole 5 and can be bent at the upper end of the leg. The metal wire portion 6 having a desired length is formed to extend.
【0007】図2には本発明のコンクリート製建築躯体
における配管施工用補助具の実施の他の1形態をそれぞ
れ例示しており、構成は前記した図1の態様のものと基
本的に同一であるため、共通している構成の説明を省略
して、相違する構成について説明する。(A)に示す補
助具1は固定脚部3が3本である態様にしてあり、
(B)に示す補助具1は固定脚部3が5本である態様に
してある。(C)に示す補助具1は固定部4を内側に水
平状に延設して形成しており、(D)に示す補助具1は
固定部4を内と外側の双方に水平状に延設して形成して
ある。FIG. 2 exemplifies another embodiment of the plumbing aid in the concrete building frame of the present invention. The configuration is basically the same as that of the embodiment of FIG. Therefore, description of the common configuration will be omitted, and a different configuration will be described. The auxiliary tool 1 shown in (A) has a configuration in which the number of the fixed leg portions 3 is three,
The auxiliary tool 1 shown in (B) has a mode in which the number of the fixed leg portions 3 is five. The auxiliary tool 1 shown in (C) is formed by extending the fixing portion 4 horizontally inside, and the auxiliary tool 1 shown in (D) extends the fixing portion 4 horizontally both inside and outside. It is formed.
【0008】図3乃至図5には本発明のコンクリート製
建築躯体の配管施工方法の実施の1形態として、配管施
工箇所が天井部10である場合の態様を例示しており、補
助具には図1の態様の補助具1を用いている。 第1段階:型枠18の所定箇所に補助具1をその固定部4
の通し孔5に木螺子または釘等の固定具23を通して止着
して取り付け固定する。 第2段階:外径が配管穴11径と同径のスリーブ管19を環
部2内の各固定脚部3間に挿入した後、各金属線部6を
スリーブ管19内側に手で折り曲げて、スリーブ管19下端
が型枠18上面に隙間なく当接した状態に仮固定する。
(図3参照) 第3段階:鉄筋等を配設した後にコンクリートを打設
し、養生させて固めた後に型枠18を外して天井部10を成
形する。金属線部6を除く環部2、固定脚部3、固定部
4は配管穴11面に埋設されて一体化されている。 第4段階:金属線部6を折り戻して、スリーブ管19を抜
き取った跡に成形された配管穴11内には、金属線部6を
下側へ折り返して通すと共に管15を貫挿する。そして、
孔部13a,14a に金属線部6が通された左右の受型枠部1
3,14 を配管穴11下側の天井部10下面に沿接させると共
にこの左右の受型枠部13,14 で管15を抱持して閉じて芯
出し調整した後、かかる沿接・抱持・閉じ状態に金属線
部6先端同士を相互に結び付けることにより固定保持す
る。(図4参照) 第5段階:芯出し調整された後の配管穴11と管15との間
の調整隙間16にはモルタル等の補修材17が充填されて塞
がれる。(図5参照) 尚、天井部10が床部である場合も、同様の手順で施工さ
れる。FIG. 3 to FIG. 5 show an embodiment in which a piping construction site is a ceiling 10 as an embodiment of the concrete construction frame piping construction method of the present invention. The auxiliary tool 1 shown in FIG. 1 is used. First stage: Auxiliary tool 1 is fixed at a predetermined position of formwork 18 with its fixing portion 4
A fixing member 23 such as a wood screw or a nail is fixed to the through hole 5 and fixed. Second stage: After inserting a sleeve tube 19 whose outer diameter is the same as the diameter of the pipe hole 11 between the fixed leg portions 3 in the ring portion 2, bend each metal wire portion 6 into the sleeve tube 19 by hand. Then, the sleeve tube 19 is temporarily fixed in a state where the lower end thereof is in contact with the upper surface of the formwork 18 without any gap.
(Refer to FIG. 3) Third stage: Concrete is cast after arranging reinforcing bars and the like, and after curing and hardening, the mold 18 is removed and the ceiling 10 is formed. The ring portion 2, the fixed leg portion 3, and the fixed portion 4 excluding the metal wire portion 6 are buried in the surface of the pipe hole 11 and are integrated. Fourth stage: The metal wire portion 6 is folded back, and the metal wire portion 6 is turned down and passed through the pipe hole 11 formed at the trace where the sleeve tube 19 is removed, and the tube 15 is inserted. And
Left and right receiving frame portions 1 with metal wire portions 6 passed through holes 13a and 14a
3 and 14 are brought into contact with the lower surface of the ceiling 10 below the pipe hole 11, and the left and right receiving frame portions 13 and 14 hold and close the pipe 15 to adjust the centering. The ends of the metal wires 6 are fixedly held by tying the tips of the metal wires 6 to each other in the held / closed state. (See FIG. 4) Fifth Step: The adjustment gap 16 between the pipe hole 11 and the pipe 15 after the centering adjustment is filled with a repair material 17 such as mortar or the like, and closed. (See FIG. 5) When the ceiling 10 is a floor, the same procedure is performed.
【0009】こうして施工された配管構造では、補助具
1が金属線部6を除いて天井部10における配管穴11面に
埋設状に一体化されていると共に、金属線部6で保持さ
れた一対の受型枠12が、配管穴11に貫通状の管15を抱持
して且つ配管穴11の一方を閉じた状態を呈していて、配
管穴11と管15との間の調整隙間16が補修材17で塞がれて
いるため、受型枠12までが補助具1を媒体にして天井部
10と一体化している。In the piping structure constructed in this manner, the auxiliary tool 1 is buried integrally with the surface of the piping hole 11 in the ceiling portion 10 except for the metal wire portion 6, and the auxiliary tool 1 is held by the metal wire portion 6. The receiving mold frame 12 has a state in which the pipe hole 11 holds the penetrating pipe 15 and one of the pipe holes 11 is closed, and an adjustment gap 16 between the pipe hole 11 and the pipe 15 is formed. Since it is closed with the repair material 17, up to the receiving frame 12 is the ceiling
It is integrated with 10.
【0010】図6乃至図8には本発明のコンクリート製
建築躯体の配管施工方法の実施の他の1形態として、配
管施工箇所が壁部20である場合の態様における施工例を
例示しており、補助具には図1の態様の補助具1を用い
ている。前記した壁部20における配管構造の施工例を説
明する。 第1段階:鉄筋等を配設した後に、一方の型枠18a を立
設して、この型枠18aの所定箇所に補助具1をその固定
部4の通し孔5に木螺子または釘等の固定具23を通して
止着して取り付け固定する。 第2段階:外径が配管穴11径と同径のスリーブ管19を環
部2内の各固定脚部3間に挿入した後、各金属線部6を
スリーブ管19内側に手で折り曲げて、スリーブ管19の一
端が型枠18a 内面に隙間なく当接した状態に固定し、次
いで他方の型枠18b を立設して、スリーブ管19他端と隙
間なく当接した状態に仮固定する。(図6参照) 第3段階:スリーブ管19が配設されているコンクリート
打設空間にコンクリートを打設し、養生させて固めた後
に型枠18a,18b を外して壁部20を成形する。金属線部6
を除く環部2、固定脚部3、固定部4は配管穴11に埋設
されて一体化されている。 第4段階:金属線部6を折り戻して、スリーブ管19を抜
き取った跡に成形された配管穴11内には管15を貫挿す
る。そして、孔部13a,14a に金属線部6が通された左右
の受型枠部13,14 を配管穴11片側の壁部20面に沿接させ
ると共にこの左右の受型枠部13,14 で管15を抱持して閉
じて芯出し調整した後、かかる沿接・抱持・閉じ状態に
金属線部6先端同士を相互に結び付けることにより固定
保持する。(図7参照) 第5段階:芯出し調整された後の配管穴11と管15との間
の調整隙間16にはモルタル等の補修材17が充填されて塞
がれる。(図8参照) 尚、金属線部6による左右の受型枠部13,14 の固定保持
は、前記した天井部10における手法と同様に折り返して
固定保持するように施工しても良い。FIGS. 6 to 8 exemplify a construction example in a case where a piping construction site is a wall portion 20, as another embodiment of the concrete construction skeleton piping construction method of the present invention. The auxiliary tool 1 shown in FIG. 1 is used as the auxiliary tool. An example of the construction of the pipe structure in the wall 20 will be described. First stage: After arranging the reinforcing bars and the like, one mold 18a is erected, and the auxiliary tool 1 is inserted into a through hole 5 of the fixing portion 4 at a predetermined position of the mold 18a. It is fastened through the fixture 23 and fixed. Second stage: After inserting a sleeve tube 19 whose outer diameter is the same as the diameter of the pipe hole 11 between the fixed leg portions 3 in the ring portion 2, bend each metal wire portion 6 into the sleeve tube 19 by hand. Then, one end of the sleeve tube 19 is fixed to a state in which it abuts on the inner surface of the formwork 18a without a gap, and then the other formwork 18b is erected and temporarily fixed to a state in which it comes into contact with the other end of the sleeve tube 19 without a gap. . (See FIG. 6) Third stage: Concrete is poured into the concrete placing space in which the sleeve pipe 19 is provided, and after curing and hardening, the molds 18a and 18b are removed and the wall 20 is formed. Metal wire part 6
Except for the ring portion 2, the fixed leg portion 3, and the fixed portion 4 are buried in the pipe hole 11 and are integrated. Fourth step: The metal wire portion 6 is folded back, and the pipe 15 is inserted into the pipe hole 11 formed at the trace where the sleeve pipe 19 is removed. Then, the left and right receiving frame portions 13, 14 in which the metal wire portions 6 are passed through the holes 13a, 14a are brought into contact with the wall 20 on one side of the piping hole 11, and the left and right receiving frame portions 13, 14 are provided. After holding and closing the pipe 15 to adjust the centering, the tips of the metal wires 6 are fixedly held by connecting the tips of the metal wires 6 to each other in such a contact, holding and closing state. (See FIG. 7) Fifth step: The adjustment gap 16 between the pipe hole 11 and the pipe 15 after the centering adjustment is filled with a repair material 17 such as mortar or the like, and closed. The fixed holding of the left and right receiving frame portions 13 and 14 by the metal wire portion 6 may be performed in a manner that the metal wire portion 6 is folded back and fixed in the same manner as in the method of the ceiling portion 10 described above.
【0011】こうして施工された配管構造では、補助具
1が金属線部6を除いて壁部20における配管穴11面に埋
設状に一体化されていると共に、金属線部6で保持され
た一対の受型枠12が、配管穴11に貫通状の管15を抱持し
て且つ配管穴11の一方を閉じた状態を呈していて、配管
穴11と管15との間の調整隙間16が補修材17で塞がれてい
るため、受型枠12までが補助具1を媒体にして壁部20と
一体化している。In the piping structure constructed in this manner, the auxiliary tool 1 is integrated in a buried manner in the surface of the piping hole 11 in the wall portion 20 except for the metal wire portion 6, and the auxiliary tool 1 is held by the metal wire portion 6. The receiving mold frame 12 has a state in which the pipe hole 11 holds the penetrating pipe 15 and one of the pipe holes 11 is closed, and an adjustment gap 16 between the pipe hole 11 and the pipe 15 is formed. Since it is closed with the repair material 17, the part up to the receiving frame 12 is integrated with the wall 20 using the auxiliary tool 1 as a medium.
【0012】図9乃至図11には本発明のコンクリート製
建築躯体の配管施工方法の実施のその他の1形態とし
て、配管施工箇所が天井部10である場合の態様における
施工例を例示しており、補助具には図1の態様の補助具
1を用いている。 第1段階:型枠18の所定箇所に補助具1をその固定部4
の通し孔5に木螺子または釘等の固定具23を通して止着
して取り付け固定する。 第2段階:外径が配管穴11径と同径のスリーブ管19を環
部2内の各固定脚部3間に挿入した後、各金属線部6を
スリーブ管19内側に手で折り曲げて、スリーブ管19下端
が型枠18上面に隙間なく当接した状態に仮固定する。
(図9参照) 第3段階:鉄筋等を配設した後にコンクリートを打設
し、養生させて固めた後に型枠18を外して天井部10を成
形する。金属線部6を除く環部2、固定脚部3、固定部
4は配管穴11面に埋設されて一体化されている。 第4段階:金属線部6を折り戻して、スリーブ管19を抜
き取った跡に成形された配管穴11内には、金属線部6を
下側へ折り返して通すと共に管15を貫挿する。そして、
孔部13a,14a に金属線部6が通された左右の受型枠部1
3,14 を配管穴11下側の天井部10下面に沿接させると共
にこの左右の受型枠部13,14 で管15を抱持して閉じて芯
出し調整した後、かかる沿接・抱持・閉じ状態に金属線
部6先端同士を相互に結び付けることにより固定保持す
る。(図10参照) 第5段階:芯出し調整された後の配管穴11と管15との間
の調整隙間16にはモルタル等の補修材17が充填されて塞
がれる。 第6段階:補修材17が貫挿固化した後、受型枠12下側に
露呈している金属線部6を切除して、左右の受型枠部1
3,14 を取り除き且つ補修材17から突出している金属線
部6端をカットして整える。(図11参照)FIGS. 9 to 11 exemplify a construction example in a case where a piping construction location is a ceiling portion 10 as another embodiment of the concrete construction skeleton piping construction method of the present invention. The auxiliary tool 1 shown in FIG. 1 is used as the auxiliary tool. First stage: Auxiliary tool 1 is fixed at a predetermined position of formwork 18 with its fixing portion 4
A fixing member 23 such as a wood screw or a nail is fixed to the through hole 5 and fixed. Second stage: After inserting a sleeve tube 19 whose outer diameter is the same as the diameter of the pipe hole 11 between the fixed leg portions 3 in the ring portion 2, bend each metal wire portion 6 into the sleeve tube 19 by hand. Then, the sleeve tube 19 is temporarily fixed in a state where the lower end thereof is in contact with the upper surface of the formwork 18 without any gap.
(Refer to FIG. 9) Third stage: Concrete is cast after arranging reinforcing bars and the like, and after curing and hardening, the mold 18 is removed and the ceiling 10 is formed. The ring portion 2, the fixed leg portion 3, and the fixed portion 4 excluding the metal wire portion 6 are buried in the surface of the pipe hole 11 and are integrated. Fourth stage: The metal wire portion 6 is folded back, and the metal wire portion 6 is turned down and passed through the pipe hole 11 formed at the trace where the sleeve tube 19 is removed, and the tube 15 is inserted. And
Left and right receiving frame portions 1 with metal wire portions 6 passed through holes 13a and 14a
3 and 14 are brought into contact with the lower surface of the ceiling 10 below the pipe hole 11, and the left and right receiving frame portions 13 and 14 hold and close the pipe 15 to adjust the centering. The ends of the metal wires 6 are fixedly held by tying the tips of the metal wires 6 to each other in the held / closed state. Fifth step: The adjustment gap 16 between the pipe hole 11 and the pipe 15 after the centering adjustment is filled with a repair material 17 such as mortar or the like, and is closed. Sixth stage: After the repair material 17 has been inserted and solidified, the metal wires 6 exposed below the receiving frame 12 are cut off, and the left and right receiving frame portions 1 are removed.
3 and 14 are removed, and the end of the metal wire 6 protruding from the repair material 17 is cut and trimmed. (See Fig. 11)
【0013】こうして施工された配管構造では、補助具
1が金属線部6を除いて天井部10における配管穴11面に
埋設状に一体化されていると共に、配管穴11と管15との
間の調整隙間16が補修材17で塞がれ且つ天井部10と面一
状に整えられている。In the piping structure constructed in this manner, the auxiliary tool 1 is buried integrally with the surface of the piping hole 11 in the ceiling 10 except for the metal wire portion 6, and the space between the piping hole 11 and the pipe 15 is formed. The adjustment gap 16 is closed by the repair material 17 and is flush with the ceiling 10.
【0014】図12乃至図15には前記した施工例に用いた
受型枠12の他の態様を例示しており、この受型枠12は、
フランジ部21a と筒状部21b を有する取付部材21と、こ
の筒状部21b の保持孔21c に着脱可能に保持される抱持
部材22とで構成してある。取付部材21は、フランジ部21
a に対して筒状部21b を筒軸線がフランジ部21a中心か
ら偏心した部位に垂設してある。そして、筒状部21b を
形成している左右の断面半円状筒部分21b1はその隣り合
う一側縁同士を蝶番21d で接続していて、蝶番21d を支
点として、フランジ部21a における左右の半円リング状
フランジ部分21a1および左右の筒部分21b1を開閉可能に
分割形成してある。この蝶番21d の枢軸部分は左右のフ
ランジ部分21a1における合わせ面の外縁直下の垂直線上
に位置している。また、左右の筒部分21b1の他側縁に
は、一方の筒部分21b1側に止め具21e を、他方の筒部分
21b1に被止め部21f を、それぞれ配設してあり、この止
め具21e を被止め部21f に係止することによって、フラ
ンジ部21a および筒状部21b を閉じ状態にロック可能に
すると共に、同ロック状態を被止め部21f から止め具21
e を外して解除することにより、フランジ部21a および
筒状部21b を開き可能にしてある。さらに、フランジ部
分21a1には割溝状または図面に示す孔状の線通し部21a2
を形成していて、この各通し孔21a2に金属線部6を通し
て床面または壁面に取り付けられるようにしてある。FIGS. 12 to 15 illustrate another embodiment of the receiving frame 12 used in the above-described construction example.
It comprises a mounting member 21 having a flange portion 21a and a cylindrical portion 21b, and a holding member 22 detachably held in a holding hole 21c of the cylindrical portion 21b. The mounting member 21 has a flange 21
A cylindrical portion 21b is vertically provided at a position where the cylinder axis is eccentric from the center of the flange portion 21a. The left and right semicircular cylindrical sections 21b1 forming the cylindrical section 21b are connected by hinges 21d at their adjacent one side edges, and the hinge 21d is used as a fulcrum, and the left and right half of the flange section 21a is formed. The circular ring-shaped flange portion 21a1 and the left and right cylindrical portions 21b1 are formed so as to be openable and closable. The pivot portion of the hinge 21d is located on a vertical line immediately below the outer edge of the mating surface of the left and right flange portions 21a1. On the other side edge of the left and right tubular portions 21b1, a stopper 21e is provided on one tubular portion 21b1 side, and the other tubular portion is provided.
A to-be-stopped portion 21f is provided on the to-be-stopped portion 21b, and the stopper 21e is locked to the to-be-stopped portion 21f, so that the flange portion 21a and the tubular portion 21b can be locked in a closed state, and the same. The locked state is changed from the stopper 21f to the stopper 21.
By removing and releasing e, the flange portion 21a and the cylindrical portion 21b can be opened. Further, the flange portion 21a1 has a slit-shaped or hole-shaped wire passing portion 21a2 shown in the drawing.
Is formed so that it can be attached to the floor or wall surface through the metal wire portion 6 in each through hole 21a2.
【0015】抱持部材22は、左右の断面半円状の抱持部
分22a からなる割型の筒状のもので、管抱持孔22b は孔
軸線が筒軸線から偏心した部位に形成してある。この左
右の抱持部分22a は、管抱持孔22b における孔面途中の
部位に凹溝22c をそれぞれ凹設すると共に、外面途中に
は凸状部22d を保持孔21c 途中の凹状ガイド溝21g に着
脱且つ遊合可能に突設していて、凹状ガイド溝21g に案
内されて適宜回動角度を回動可能で、しかも、軸線方向
の移動は妨げられて保持孔21c から軸線方向に抜け出な
いように保持されている。そして、筒状部21b の保持孔
21c と抱持部材22における管抱持孔22b との軸線の偏倚
関係は、抱持部材22の回動角度調節によって、管抱持孔
22b がフランジ部21a と同心状から適宜偏心状まで調節
可能な関係の態様に形成してある。また、フランジ部21
a の裏面には、補強リブ21h を筒状部21b 上縁との間に
亘って放射状に配設していて、フランジ部21a の強度を
強化してある。The holding member 22 is a split cylindrical member having left and right holding sections 22a having a semicircular cross section. The tube holding hole 22b is formed at a position where the hole axis is eccentric from the cylinder axis. is there. The left and right holding portions 22a are each provided with a concave groove 22c in the middle of the hole surface of the tube holding hole 22b, and a convex portion 22d is provided in the middle of the outer surface in the concave guide groove 21g in the middle of the holding hole 21c. It is protruded so as to be detachable and playable, and can be rotated at an appropriate rotation angle by being guided by the concave guide groove 21g, and is prevented from moving out of the holding hole 21c in the axial direction by being prevented from moving in the axial direction. Is held in. And, the holding hole of the cylindrical portion 21b
The offset relationship between the axis of the holding member 22 and the tube holding hole 22b of the holding member 22 is determined by adjusting the rotation angle of the holding member 22.
22b is formed in such a manner that it can be adjusted from concentric with the flange 21a to eccentric as appropriate. Also, the flange 21
A reinforcing rib 21h is radially disposed on the back surface of the portion a between the upper end of the cylindrical portion 21b and the reinforcing rib 21h to strengthen the strength of the flange portion 21a.
【0016】これにより、抱持部材22を適宜回動させ
て、その管抱持孔22b とフランジ部21a との軸線のズレ
度合いをゼロ状態から適宜のズレ状態まで調整すること
ができ、各現場における配管穴11と管15の双方の軸線の
ズレ度合いに応じて、抱持部材22の回動角度を調整し
て、フランジ部21a を配管穴11と同心円状に整えること
ができる。したがって、補修材17による隙間埋め作業を
確実に行えるようになり、現場によって配管穴11と管15
の双方の軸線のズレ度合いが様々であっても、管径が同
径であれば、一品で全て対処することができる。そし
て、取付部材21における筒状部21b の保持孔21c に対し
て抱持部材22を、その管抱持孔22b が管径に応じた異な
る径のものと付け替えることができて、管径が異なる現
場でも、管径に応じた管抱持孔22b 径の抱持部材22と入
れ替えて対処できる。したがって、取付部材21と、管抱
持孔22b 径が異なる数種類の抱持部材22を用意するだけ
で、殆ど全ての現場に対応できる。また、左右の抱持部
分22a を保持した取付部材21における左右のフランジ部
21a 分および左右の筒部分21b1は蝶番21d を支点として
開閉可能で、この開状態と閉状態は止め具21e を被止め
部21f に係脱するワンタッチ操作で行うことができるか
ら、管に対する着脱作業が容易であり、隙間埋め施工性
を高められる。Thus, by appropriately rotating the holding member 22, the degree of deviation of the axis between the tube holding hole 22b and the flange portion 21a can be adjusted from a zero state to an appropriate deviation state. The flange 21a can be arranged concentrically with the pipe hole 11 by adjusting the rotation angle of the holding member 22 in accordance with the degree of deviation of the axis of both the pipe hole 11 and the pipe 15 in FIG. Therefore, the gap filling operation with the repair material 17 can be reliably performed, and the pipe hole 11 and the pipe
Even if the degree of misalignment between the two axes is various, if the pipe diameter is the same, all can be dealt with by one product. Then, the holding member 22 can be replaced with a tube holding hole 22b having a different diameter according to the tube diameter with respect to the holding hole 21c of the cylindrical portion 21b of the mounting member 21, so that the tube diameter differs. Even at the site, it can be dealt with by replacing the holding member 22 with the diameter of the tube holding hole 22b according to the diameter of the tube. Therefore, it is possible to handle almost all sites simply by preparing the mounting member 21 and several types of holding members 22 having different diameters of the tube holding holes 22b. Also, the left and right flange portions of the mounting member 21 holding the left and right holding portions 22a.
The 21a and the left and right cylindrical portions 21b1 can be opened and closed with the hinge 21d as a fulcrum, and the open and closed states can be performed by a one-touch operation of engaging and disengaging the stopper 21e with the to-be-stopped portion 21f. Is easy, and the gap filling workability can be improved.
【0017】図16には受型枠12のその他の態様を例示し
ており、構成は前記した図12のものと基本的に同一であ
るため、共通している構成の説明を省略して、相違する
構成について説明する。取付部材21の筒状部21b におけ
る左右の筒部分21b1はその隣り合う他側縁を蝶番21d で
接続していて、この蝶番21d を支点として、フランジ部
21a における左右の半円リング状フランジ部分21a1およ
び左右の筒部分21b1を開閉可能に分割形成してある。ま
た、左右の筒部分21b1の一側縁には、一方の筒部分21b1
側に止め具21e を、他方の筒部分21b1に被止め部21f
を、それぞれ配設してあり、この止め具21e を被止め部
21f に係止することによって、フランジ部21a および筒
状部21b を閉じ状態にロック可能、且つ、同ロック状態
を、被止め部21f から止め具21e を外して解除して開き
可能にしてある。これにより、図12のものと同様の効果
があり、さらに、取付部材21はフランジ部21a における
径方向の幅が最も狭い部位側が開くようにしてあるた
め、配管穴と壁の間隔が狭くて、しかも、管が壁側の穴
面に接近して、配管穴軸線と管軸線のズレが大きい現場
でも対応できるし、管に対する着脱を容易に行うことも
できる。FIG. 16 illustrates another embodiment of the receiving frame 12, and since the configuration is basically the same as that of FIG. 12, the description of the common configuration is omitted. The different configuration will be described. The left and right tubular portions 21b1 of the tubular portion 21b of the mounting member 21 have their other adjacent edges connected by hinges 21d, and the hinges 21d are used as fulcrums to form flange portions.
The left and right semi-circular ring-shaped flange portions 21a1 and the left and right cylindrical portions 21b1 in 21a are formed so as to be openable and closable. Also, on one side edge of the left and right cylindrical portions 21b1, one cylindrical portion 21b1 is provided.
On the other side and the stopper 21f on the other cylindrical portion 21b1.
Are respectively arranged, and this stopper 21e is
By locking to the flange 21f, the flange portion 21a and the cylindrical portion 21b can be locked in a closed state, and the locked state can be released by removing the stopper 21e from the stopped portion 21f and opening it. This has the same effect as that of FIG. 12, and furthermore, since the mounting member 21 is configured such that the portion of the flange portion 21a where the radial width is the smallest is open, the interval between the piping hole and the wall is narrow, In addition, the pipe is close to the hole surface on the wall side, so that it is possible to cope with a situation where the deviation between the pipe hole axis and the pipe axis is large, and the pipe can be easily attached and detached.
【0018】図17には受型枠12のその他の態様を例示し
ており、構成は前記した図12のものと基本的に同一であ
るため、共通している構成の説明を省略して、相違する
構成について説明する。筒状部21b の保持孔21c におけ
るガイド溝21g は蟻溝状に、抱持部材22における凸状部
22d は蟻臍状に、それぞれ形成していて、取付部材21に
対して抱持部材22を軸線回りに回動させて着脱可能にし
てある。これにより、前記図12および図16のものと同様
の効果があり、さらに、左右の筒部分21b1に左右の抱持
部分22a をそれぞれ保持した状態で開閉でき且つ管に着
脱操作することができる。FIG. 17 illustrates another embodiment of the receiving frame 12, and since the configuration is basically the same as that of FIG. 12, the description of the common configuration is omitted. The different configuration will be described. The guide groove 21g in the holding hole 21c of the cylindrical portion 21b has a dovetail shape, and the convex portion of the holding member 22
Reference numerals 22d denote ant navels, respectively, and the holding member 22 is turned around the axis with respect to the mounting member 21 so as to be detachable. This has the same effect as that of FIGS. 12 and 16, and can be opened and closed while holding the left and right holding portions 22a on the left and right cylinder portions 21b1, respectively, and can be attached to and detached from the pipe.
【0019】[0019]
A.請求項1により、金属線部をスリーブ管の内側に折
り曲げることでスリーブ管を固定できると共に、スリー
ブ管が抜かれた後には同じ金属線部で受型枠を配管穴の
閉じ状態に固定することができ、スリーブ管の仮固定と
受型枠の固定の双方ができる。 B.請求項2により、型枠への取り付け方を、外側の固
定部または内側の固定部またはいずれかの固定部で取り
付けることができる。 C.請求項3により、型枠に補助具を固定した後、この
補助具の金属線部でスリーブ管を仮固定することから、
同じ金属線部で受型枠を固定して配管穴の一方を閉じる
ことまで行い、そして、配管穴と管との間の調整隙間に
補修材を充填して塞ぐことで、補助具および受型枠が躯
体と一体化した態様に配管施工することができる。 D.請求項4により、型枠に補助具を固定した後、この
補助具の金属線部でスリーブ管を仮固定することから、
同じ金属線部で受型枠を固定して配管穴の一方を閉じる
ことまで行い、そして、配管穴と管との間の調整隙間に
補修材を充填して塞ぎ、次いで、補修材の固化後に金属
線部における受型枠を仮固定していた線部分を切除して
受型枠を除くことで、補助具が躯体と一体化していて且
つ配管穴が補修材で塞がれて躯体と面一状に整えられた
態様に配管施工することができる。 E.請求項5により、受型枠が一対の割り型態様である
ため、管への装着が容易である。 F.請求項6により、抱持部材を適宜回動させて、その
管抱持孔とフランジ部との軸線のズレ度合いを調整する
ことができ、各現場における配管穴と管の双方の軸線の
ズレ度合いに応じて、抱持部材の回動角度を調整して、
フランジ部を配管穴と同心円状に整えられるし、充填材
による隙間埋め作業が円滑である。取付部材における筒
状部の保持孔に対して抱持部材を、その管抱持孔が管径
に応じた異なる径のものと付け替えられるので、管径が
異なる現場でも、管径に応じた管抱持孔径の抱持部材と
入れ替えて対処できるし、取付部材と、管抱持孔径が異
なる数種類の抱持部材を用意するだけで、殆ど全ての現
場に対応できる。取付部材はヒンジを経て左右に開閉可
能に分割形成してあると共に、このフランジ部および筒
状部を閉じ状態に止着要素でロック可能に形成してある
ため、管に対する着脱が容易で、隙間埋め施工性を高め
られる。 G.請求項7により、管抱持孔とフランジ部との軸線の
ズレ幅をゼロ状態から適宜のズレ状態まで調整すること
ができ、配管穴と管との軸線のズレが、ゼロ状態のケー
スから、配管穴面に管が接して最大限にズレたケースま
で、抱持部材の回動角度を調整することで、フランジ部
を配管穴と同心円状に整えられる。 H.請求項8により、取付部材は、フランジ部の径方向
の最大幅側におけるヒンジを支点として開閉可能である
ため、フランジ部における径方向の幅が最も狭い部位側
が開いて、同部位側から管に着脱することができ、例え
ば床面における配管穴と壁の間隔が狭くて、しかも、管
が壁側の穴面に接近して、配管穴軸線と管軸線のズレが
大きい現場でも、管に対する着脱を容易に行える。A. According to the first aspect, the sleeve tube can be fixed by bending the metal wire portion inside the sleeve tube, and after the sleeve tube is pulled out, the receiving mold can be fixed to the closed state of the piping hole with the same metal wire portion. Thus, both the temporary fixing of the sleeve tube and the fixing of the receiving frame can be performed. B. According to the second aspect, the mounting method to the formwork can be performed by the outer fixing portion or the inner fixing portion or any one of the fixing portions. C. According to the third aspect, after the auxiliary tool is fixed to the mold, the sleeve tube is temporarily fixed by the metal wire portion of the auxiliary tool.
Fixing the receiving frame with the same metal wire and closing one of the piping holes, and then filling and closing the adjustment gap between the piping hole and the pipe with the repair material, Piping can be performed in a mode in which the frame is integrated with the skeleton. D. According to claim 4, after the auxiliary tool is fixed to the formwork, the sleeve tube is temporarily fixed by the metal wire portion of the auxiliary tool.
The same metal wire is used to fix the receiving frame and close one of the pipe holes, and then fill and close the adjustment gap between the pipe hole and the pipe with the repair material. By removing the part of the metal wire part where the receiving frame was temporarily fixed and removing the receiving frame, the auxiliary tool was integrated with the skeleton and the piping holes were closed with the repair material and the skeleton and the surface were removed. Piping can be carried out in a uniform manner. E. FIG. According to the fifth aspect, the receiving frame is a pair of split molds, so that it can be easily mounted on the pipe. F. According to claim 6, the degree of deviation of the axis between the pipe holding hole and the flange portion can be adjusted by appropriately rotating the holding member, and the degree of deviation of the axis of both the pipe hole and the pipe at each site can be adjusted. According to, adjust the rotation angle of the holding member,
The flange portion can be arranged concentrically with the pipe hole, and the gap filling operation with the filler is smooth. The holding member for the holding hole of the cylindrical portion of the mounting member can be replaced with a tube holding hole having a different diameter according to the tube diameter. It can be dealt with by replacing the holding member with the holding hole diameter, and it can be used in almost all sites by preparing only several types of holding members having different diameters of the mounting member and the tube holding hole. The mounting member is formed so as to be openable and closable right and left through a hinge, and is formed so that the flange portion and the cylindrical portion can be locked in a closed state with a fastening element, so that the mounting member can be easily attached to and detached from the pipe. Filling workability can be improved. G. FIG. According to claim 7, the deviation of the axis between the pipe holding hole and the flange portion can be adjusted from the zero state to an appropriate deviation state, and the deviation of the axis between the pipe hole and the pipe is reduced from the case of the zero state. By adjusting the rotation angle of the holding member to the case where the pipe is in contact with the pipe hole surface and is maximally displaced, the flange portion can be arranged concentrically with the pipe hole. H. According to claim 8, since the mounting member can be opened and closed using the hinge on the radially largest width side of the flange portion as a fulcrum, the portion of the flange portion having the smallest width in the radial direction is opened, and the flange portion is opened to the pipe. It can be attached and detached.For example, even if the gap between the pipe hole and the wall on the floor is narrow, and the pipe is close to the wall surface on the wall side, and the gap between the pipe hole axis and the pipe axis is large, it can be attached and detached. Can be easily performed.
【図1】 本発明のコンクリート製建築躯体における配
管施工用補助具の実施の1形態を例示しており、(A)
は正面図、(B)は平面図。FIG. 1 illustrates an embodiment of a plumbing aid in a concrete building frame of the present invention, in which (A)
Is a front view, and (B) is a plan view.
【図2】 本発明のコンクリート製建築躯体における配
管施工用補助具の実施の他の1形態をそれぞれ例示して
おり、(A)(B)は平面図、(C)(D)は部分正面
図。FIGS. 2A and 2B are plan views, and FIGS. 2C and 2D are partial front views, respectively illustrating another embodiment of the embodiment of the plumbing aid in the concrete building frame of the present invention. FIG.
【図3】 本発明のコンクリート製建築躯体の配管施工
方法の実施の1形態として、配管施工箇所が天井部であ
る場合の態様における施工例の第2段階を例示している
縦断面図。FIG. 3 is a longitudinal sectional view illustrating a second stage of a construction example in a case where a piping construction location is a ceiling as one embodiment of the concrete construction skeleton piping construction method of the present invention.
【図4】 同施工例における第4段階を示す縦断面図。FIG. 4 is a longitudinal sectional view showing a fourth stage in the construction example.
【図5】 同施工例における第5段階を示す縦断面図。FIG. 5 is a longitudinal sectional view showing a fifth stage in the construction example.
【図6】 本発明のコンクリート製建築躯体の配管施工
方法の実施の他の1形態として、配管施工箇所が壁部で
ある場合の態様における施工例の第2段階を例示してい
る縦断面図。FIG. 6 is a vertical cross-sectional view illustrating a second stage of a construction example in a case where a piping construction site is a wall, as another embodiment of the implementation method of the piping system for a concrete building frame of the present invention. .
【図7】 同施工例における第4段階を示す縦断面図。FIG. 7 is a longitudinal sectional view showing a fourth stage in the construction example.
【図8】 同施工例における第5段階を示す縦断面図。FIG. 8 is a longitudinal sectional view showing a fifth stage in the construction example.
【図9】 本発明のコンクリート製建築躯体の配管施工
方法の実施のその他の1形態として、配管施工箇所が天
井部である場合の態様における施工例の第2段階を例示
している縦断面図。FIG. 9 is a longitudinal sectional view illustrating a second stage of a construction example in a case where a piping construction site is a ceiling portion as another embodiment of the concrete construction frame piping construction method of the present invention. .
【図10】 同施工例における第4段階を示す縦断面図。FIG. 10 is a longitudinal sectional view showing a fourth stage in the construction example.
【図11】 同施工例における第6段階を示す縦断面図。FIG. 11 is a longitudinal sectional view showing a sixth stage in the construction example.
【図12】 本発明のコンクリート製建築躯体の配管施工
方法に用いた受型枠の他の1形態を例示している斜視
図。FIG. 12 is a perspective view illustrating another form of the receiving frame used in the method for piping a concrete building frame of the present invention.
【図13】 横断平面図。FIG. 13 is a cross-sectional plan view.
【図14】 縦断側面図。FIG. 14 is a longitudinal side view.
【図15】 分解斜視図。FIG. 15 is an exploded perspective view.
【図16】 受型枠のその他の1形態を例示している斜視
図。FIG. 16 is a perspective view illustrating another form of the receiving frame.
【図17】 受型枠のその他の1形態を例示している部分
拡大縦断面図。FIG. 17 is a partially enlarged longitudinal sectional view illustrating another form of the receiving frame.
1 補助具 2 環部 3 固定脚部 4 固定部 5 通し孔 6 金属線部 10 天井部(躯体) 11 配管穴 12 受型枠 13 左受型枠部 14 右受型枠部 13a,14a 孔部 15 管 16 調整隙間 17 補修材 18,18a,18b 型枠 19 スリーブ管 20 壁部(躯体) 21 取付部材 21a フランジ部 21a1 フランジ部分 21a2 線通し部 21b 筒状部 21b1 筒部分 21c 保持孔 21d 蝶番 21e 止め具 21f 被止め部 21g ガイド溝 21h 補強リブ 22 抱持部材 22a 抱持部分 22b 管抱持孔 22c 凹溝 22d 凸状部 23 固定具 DESCRIPTION OF SYMBOLS 1 Auxiliary tool 2 Ring part 3 Fixed leg part 4 Fixed part 5 Through hole 6 Metal wire part 10 Ceiling part (body) 11 Piping hole 12 Receiving frame 13 Left receiving frame 14 Right receiving frame 13a, 14a Hole 15 Pipe 16 Adjustment gap 17 Repair material 18, 18a, 18b Formwork 19 Sleeve pipe 20 Wall (body) 21 Mounting member 21a Flange 21a1 Flange 21a2 Wire passing part 21b Tubular part 21b1 Tubular part 21c Holding hole 21d Hinge 21e Stopper 21f Stopped portion 21g Guide groove 21h Reinforcement rib 22 Holding member 22a Holding portion 22b Tube holding hole 22c Concave groove 22d Convex portion 23 Fixing tool
Claims (8)
定脚部を前記環部の軸線と同方向且つ等間隔状に配設す
ると共に、この各固定脚部には一端に固定部を、他端に
折り曲げ可能な所望長さの金属線部を、それぞれ延長形
成していることを特徴とするコンクリート製建築躯体に
おける配管施工用補助具。A metal ring is provided with three or more metal fixing legs in the same direction as the axis of the ring and at equal intervals, and each of the fixing legs has one end. An auxiliary tool for pipe construction in a concrete building frame, wherein a metal wire portion having a desired length capable of bending a fixing portion to the other end is extended.
外両側に形成されていることを特徴とする請求項1記載
のコンクリート製建築躯体における配管施工用補助具。2. The piping construction assisting tool according to claim 1, wherein the fixing portion is formed on the outside, inside, or inside and outside.
製建築躯体の配管施工方法であって、型枠に前記補助具
における固定部を固定し、外径が配管穴径と同径のスリ
ーブ管を環部内に挿入して、各金属線部をスリーブ管内
側に折り曲げて、型枠にスリーブ管を仮固定し、コンク
リートを打設して養生させて固化した後に型枠を外し、
金属線部を折り戻して、スリーブ管を抜き取った跡の配
管穴に管を貫挿すると共に前記金属線部で受型枠を仮固
定して、この受型枠により管を抱持して且つ配管穴の一
方を閉じた状態に整え、配管穴と管との間の調整隙間に
補修材を充填するようにしたことを特徴とする配管施工
用補助具を用いたコンクリート製建築躯体の配管施工方
法。3. A method for piping a concrete building frame using the auxiliary tool according to claim 1, wherein a fixing portion of the auxiliary tool is fixed to a formwork, and a sleeve having an outer diameter equal to a pipe hole diameter. Insert the pipe into the ring, bend each metal wire part inside the sleeve pipe, temporarily fix the sleeve pipe to the formwork, cast concrete, cure and solidify, remove the formwork,
The metal wire portion was folded back, the tube was inserted into the pipe hole at the mark where the sleeve tube was pulled out, and the receiving frame was temporarily fixed with the metal wire portion, and the tube was held by the receiving frame, and One of the pipe holes is closed and the repair gap is filled with the repair material between the pipe hole and the pipe. Method.
製建築躯体の配管施工方法であって、型枠に前記補助具
における固定部を固定し、外径が配管穴径と同径のスリ
ーブ管を環部内に挿入して、各金属線部をスリーブ管内
側に折り曲げて、型枠にスリーブ管を仮固定し、コンク
リートを打設して養生させて固化した後に型枠を外し、
金属線部を折り戻して、スリーブ管を抜き取った跡の配
管穴に管を貫挿すると共に前記金属線部で受型枠を仮固
定して、この受型枠により管を抱持して且つ配管穴の一
方を閉じた状態に整え、配管穴と管との間の調整隙間に
補修材を充填し、補修材の固化後に金属線部における受
型枠を仮固定していた線部分を切除して受型枠を除くよ
うにしたことを特徴とする配管施工用補助具を用いたコ
ンクリート製建築躯体の配管施工方法。4. A method for piping a concrete building frame using the auxiliary tool according to claim 1, wherein a fixing portion of the auxiliary tool is fixed to a formwork, and a sleeve having an outer diameter equal to a pipe hole diameter. Insert the pipe into the ring, bend each metal wire part inside the sleeve pipe, temporarily fix the sleeve pipe to the formwork, cast concrete, cure and solidify, remove the formwork,
The metal wire portion was folded back, the tube was inserted into the pipe hole at the mark where the sleeve tube was pulled out, and the receiving frame was temporarily fixed with the metal wire portion, and the tube was held by the receiving frame, and One side of the pipe hole is closed and the adjustment gap between the pipe hole and the pipe is filled with repair material, and after the repair material has solidified, the line that temporarily fixed the receiving frame in the metal wire is cut off A piping construction method for a concrete building skeleton using a piping construction auxiliary tool, wherein a receiving mold frame is removed.
とを特徴とする請求項3または4記載の配管施工用補助
具を用いたコンクリート製建築躯体の配管施工方法。Wherein said receiving mold frame pipe construction method of concrete building skeleton with piping construction for aid according to claim 3 or 4, wherein the a pair of split manner.
り、上側のフランジ部と下側の筒状部からなる前記取付
部材は、ヒンジを経て左右に開閉可能に分割形成すると
共に、このフランジ部および筒状部を閉じ状態に止着要
素でロック可能に形成し、且つ、フランジ部に対して筒
状部を筒軸線がフランジ部中心から偏心した部位に垂設
してあり、前記抱持部材は割型の筒状で、パイプ抱持孔
を孔軸線が筒軸線から偏心した部位に形成していて、取
付部材における前記筒状部の保持孔に着脱且つ保持され
た状態で回動可能な態様に形成してあることを特徴とす
る請求項3または4記載の配管施工用補助具を用いたコ
ンクリート製建築躯体の配管施工方法。6. The receiving frame includes a mounting member and a holding member, and the mounting member including an upper flange portion and a lower tubular portion is divided and formed to be openable and closable right and left via a hinge. The flange portion and the tubular portion are formed so as to be lockable with a fastening element in a closed state, and the tubular portion is vertically provided with respect to the flange portion at a position where the cylinder axis is eccentric from the center of the flange portion, The holding member has a split cylindrical shape, and the pipe holding hole is formed at a portion where the hole axis is eccentric from the cylinder axis, and is rotated while being detached and held in the holding hole of the cylindrical portion of the mounting member. 5. A method for piping a concrete building body using the piping aid according to claim 3 or 4, wherein the method is formed in a movable manner.
孔との双方の軸線の偏倚関係を、抱持部材の回動角度調
節によってパイプ抱持孔がフランジ部と同心状から適宜
偏心状まで調節可能な態様に形成してあることを特徴と
する請求項6記載の配管施工用補助具を用いたコンクリ
ート製建築躯体の配管施工方法。7. The displacement of the axis of both the cylindrical portion and the pipe holding hole in the receiving frame is adjusted by adjusting the rotation angle of the holding member so that the pipe holding hole is appropriately eccentric from the concentricity with the flange portion. 7. The method for piping a concrete building frame using the piping aid according to claim 6, wherein the method is formed in a form that can be adjusted to a shape.
ジ部の径方向の最大幅側におけるヒンジを支点として開
閉可能に分割形成してあることを特徴とする請求項6ま
たは7記載の配管施工用補助具を用いたコンクリート製
建築躯体の配管施工方法。8. The piping work according to claim 6, wherein the mounting member of the receiving mold frame is formed so as to be openable and closable with a hinge at a radially largest width side of the flange portion as a fulcrum. Method of plumbing concrete building frame using auxiliary tools.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP09057520A JP3133009B2 (en) | 1997-03-12 | 1997-03-12 | Auxiliary tool for plumbing work in concrete building frame and method of plumbing concrete building frame using this tool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP09057520A JP3133009B2 (en) | 1997-03-12 | 1997-03-12 | Auxiliary tool for plumbing work in concrete building frame and method of plumbing concrete building frame using this tool |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10252946A JPH10252946A (en) | 1998-09-22 |
| JP3133009B2 true JP3133009B2 (en) | 2001-02-05 |
Family
ID=13058021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP09057520A Expired - Fee Related JP3133009B2 (en) | 1997-03-12 | 1997-03-12 | Auxiliary tool for plumbing work in concrete building frame and method of plumbing concrete building frame using this tool |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3133009B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103148286A (en) * | 2013-02-19 | 2013-06-12 | 胡和萍 | Cable distribution device |
| GB201917204D0 (en) * | 2019-11-26 | 2020-01-08 | Pod Supports Ltd | Pipe support assembly |
-
1997
- 1997-03-12 JP JP09057520A patent/JP3133009B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH10252946A (en) | 1998-09-22 |
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