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JPH074810B2 - Concrete pipe for manhole and its forming method - Google Patents
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JPH074810B2 - Concrete pipe for manhole and its forming method - Google Patents

Concrete pipe for manhole and its forming method

Info

Publication number
JPH074810B2
JPH074810B2 JP2079685A JP7968590A JPH074810B2 JP H074810 B2 JPH074810 B2 JP H074810B2 JP 2079685 A JP2079685 A JP 2079685A JP 7968590 A JP7968590 A JP 7968590A JP H074810 B2 JPH074810 B2 JP H074810B2
Authority
JP
Japan
Prior art keywords
mold
fitting
molding
columns
concrete pipe
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 - Lifetime
Application number
JP2079685A
Other languages
Japanese (ja)
Other versions
JPH03278910A (en
Inventor
茂生 児玉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SAKURAI KENZAI SANGYO KK
Original Assignee
SAKURAI KENZAI SANGYO KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SAKURAI KENZAI SANGYO KK filed Critical SAKURAI KENZAI SANGYO KK
Priority to JP2079685A priority Critical patent/JPH074810B2/en
Publication of JPH03278910A publication Critical patent/JPH03278910A/en
Publication of JPH074810B2 publication Critical patent/JPH074810B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B21/00Methods or machines specially adapted for the production of tubular articles
    • B28B21/56Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts
    • B28B21/566Climbing elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Ladders (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、ステップ金具を固定したマンホール用コンク
リート管、及びその成形方法に関する。
TECHNICAL FIELD The present invention relates to a concrete pipe for a manhole having a step fitting fixed thereto, and a molding method thereof.

(従来の技術) 側塊に左右一対の挿通孔を形成し、これにステップ金具
の両端を挿入し、且つその両端にナットを螺合すると共
に、挿通孔の隙間をシール材とモルタルとにより密閉す
ることにより、ステップ金具の取付けを行ったもの(例
えば実公昭60−369号)、側塊にインサート部材を埋設
し、このインサート部材にステップ金具の両端を固定し
たもの(例えば実開昭60−151942号)、側塊の成形と同
時にステップ金具を一体的に固定するための、コンクリ
ート型枠におけるステップ仮設構造(実公昭59−42445
号)が公知である。
(Prior art) A pair of left and right insertion holes are formed in the side block, both ends of the step metal fittings are inserted into these, nuts are screwed into both ends, and the gap between the insertion holes is sealed with a sealant and mortar. By attaching the step metal fittings (for example, No. Sho 60-369), or by embedding an insert member in the side block and fixing both ends of the step metal member to this insert member (for example, No. Sho 60-369). 151942), a step temporary structure in a concrete formwork for integrally fixing the step metal fittings at the same time as forming the side block (Jitsuko Sho 59-42445).
No.) is known.

また水の含有量の少ない固練りコンクリート材による自
動成形において、側塊の成形と同時にステップ金具を固
定する方法としては、内型枠の外側面に開口部を形成
し、その開口部に内型枠内に設けた補助型を進退自在に
嵌合し、この補助型内にステップ金具を保持させ、その
両端を内型枠と外型枠との間に突出させた後、両型枠間
に固練りコンクリート材を投入し、これを振動させて締
固めた後、即時に脱型する方法がある。
In addition, in automatic molding using a solid concrete material with a low water content, as a method of fixing the step metal fittings at the same time as molding the side block, an opening is formed on the outer surface of the inner mold and the inner mold is formed in the opening. The auxiliary mold provided in the frame is fitted so that it can move back and forth, the step metal fittings are held in the auxiliary mold, and both ends of the step metal fitting are projected between the inner mold and the outer mold, and then the two molds are There is a method in which a hardened concrete material is added, the material is vibrated to be compacted, and then immediately removed from the mold.

(考案が解決しようとする課題) しかし前記実公昭60−369号の場合は、挿通孔からの漏
水を完全に無くすために、シール材及びモルタルの充填
に時間を掛け、慎重に作業をする必要があり、そのため
作業性が極めて悪く、実開昭60−151942号のように、イ
ンサート部材を埋設する場合は、側塊の成形用型枠が複
雑になると共に、ステップ金具の取付け作業に手数が掛
かるという問題点があった。
(Problems to be solved by the invention) However, in the case of the above-mentioned Japanese Utility Model Publication No. 60-369, it is necessary to spend a lot of time on filling the sealing material and the mortar and carefully perform work in order to completely prevent water leakage from the insertion hole. Therefore, the workability is extremely poor, and when embedding an insert member as in Japanese Utility Model Laid-Open No. 60-151942, the molding block for the side block becomes complicated and the step fitting work is troublesome. There was a problem that it hangs.

また実公昭59−42445号のように、側塊の成形と同時に
ステップ金具を固定する場合は、内型枠にステップ金具
を保持し、脱型時にステップ金具から離脱する複雑な構
造の装置が必要である。
In addition, when fixing the step metal fittings at the same time as forming the side block, as in Japanese Utility Model Publication No. 59-42445, a device with a complicated structure that holds the step metal fittings in the inner mold and separates from the step metal fittings when demolding is required. Is.

更にまた水の含有量を少なくした固練りコンクリート材
を用いて側塊を成形する、所謂即時脱型による自動成形
にあっては、上記の場合と同様のステップ金具の保持装
置が必要でり、しかも脱型時、或いは成形直後の側塊を
養生場所へ移動する際に、ステップ金具が自重とか振動
により下向きに傾斜することがあった。またこのステッ
プ金具の傾斜により、その周辺のコンクリートが損傷し
てステップ金具に緩みを生じたり、ステップ金具が脱落
するという問題点があった。
Furthermore, in the case of automatic molding by so-called immediate demolding, in which side blocks are molded using a hardened concrete material with a reduced water content, the same step metal fitting holding device as in the above case is required, In addition, the step fittings sometimes tilt downward due to their own weight or vibration when the mold is removed or when the side block immediately after molding is moved to a curing place. Further, due to the inclination of the step fitting, there is a problem that concrete around the step fitting is damaged and the step fitting is loosened, or the step fitting falls off.

(課題を解決するための手段) 本発明は上記課題を解決するために開発したものであっ
て、側塊に少なくとも2本の金属製の支柱を間隔を保っ
て埋設し、該支柱にステップ金具の左右両端を固定し、
このステップ金具を側塊の内壁面から突出させたマンホ
ール用コンクリート管、及び間隔を隔てて配設した少な
くとも2本の金属製の支柱に、ステップ金具の左右両端
を固定し、この支柱を外型枠と内型枠とにより形成され
た成形空間内に挿入し、且つステップ金具を、内型枠の
一部を構成する移動可能な補助型の横穴内に挿入すると
共に、ステップ金具に装着した蓋体により横穴を密閉し
た後、成形空間内にコンクリート材を投入し、これに振
動を与えて締固めを施し、脱型するマンホール用コンク
リート管の成形方法に係るものである。
(Means for Solving the Problems) The present invention was developed to solve the above problems, and at least two metal columns are embedded in the side blocks with a space therebetween, and the step metal fittings are embedded in the columns. Fix both left and right ends of
The step metal fittings are fixed to the concrete pipes for manholes protruding from the inner wall surface of the side block, and at least two metal pillars arranged at intervals, and the right and left ends of the step metal fittings are fixed to the outer mold. A lid that is inserted into a molding space formed by a frame and an inner mold, and a step fitting is inserted into a lateral hole of a movable auxiliary mold that forms a part of the inner mold, and is attached to the step fitting. The present invention relates to a method for molding a concrete pipe for a manhole, in which a horizontal hole is sealed by a body, a concrete material is put into a molding space, vibration is applied to the concrete material to perform compaction, and then the mold is released.

尚、上記補助型は内型枠内に進退自在に設けたものでも
よく、また下記実施例に示すように、内型枠から分離
し、移動し得るように形成したものでもよい。
The auxiliary mold may be provided so as to be movable back and forth in the inner mold, or may be formed so as to be separated from the inner mold and movable as shown in the following embodiments.

また側塊にステップ金具を一個設ける場合或いは複数個
のステップ金具を上下方向に一線上に設ける場合は、2
本の支柱を使用するが、複数個のステップ金具を上下方
向に千鳥状に設ける場合は、3本または4本の支柱を使
用する。
Also, if one step metal fitting is provided on the side block or if a plurality of step metal fittings are provided in a line in the vertical direction, 2
Although three columns are used, three or four columns are used when a plurality of step fittings are provided in a zigzag pattern in the vertical direction.

(作用) ステップ金具の両端を左右の支柱にに固定し、この支柱
を成形空間内に樹立させ、ステップ金具を補助型の横穴
内に挿入し、横穴を蓋体により密閉した後、成形空間内
に固練りコンクリート材を投入し、振動、締固めによ
り、脱型しても変形しない程度に固められたとき、外型
枠、内型枠及び補助型を離脱し、養生場所に移動して養
生するのであるが、前記のように、ステップ金具は支柱
に固定されているので、その自重とか振動により下向き
に傾斜したり、緩みを生じたり、脱落することがないの
である。
(Operation) Fix both ends of the step metal fittings to the left and right columns, establish these pillars in the molding space, insert the step metal fittings into the lateral holes of the auxiliary mold, seal the lateral holes with the lid, and then in the molding space. When the hardened concrete material is put in and is solidified to the extent that it does not deform even if it is removed from the mold by vibration and compaction, the outer mold, the inner mold and the auxiliary mold are separated and moved to a curing place to cure. However, as described above, since the step fitting is fixed to the support pillar, it does not tilt downward, loosen, or fall off due to its own weight or vibration.

(実施例) 本発明に係るマンホール用コンクリート管の一実施例を
第1図に基づいて説明すると、1はコンクリート管の側
塊である。2は側塊内に間隔を保って対設した左右一対
の金属製の支柱であり、該支柱2の上下は、側塊1の上
部と下部に埋設したリング筋3に溶接されている。4は
平面形状がコ字型のステップ金具4であり、両端を支柱
2の上下に溶接され、且つ側塊1の内側面から突出して
いる。このステップ金具4は、コ字型に限られるもので
はなく、例えば直線状のものでもよい。但しこの場合
は、支柱2の間隔を大きくする必要があることはいうま
でもない。
(Example) An example of the concrete pipe for manholes according to the present invention will be described with reference to Fig. 1. Reference numeral 1 is a side block of the concrete pipe. Reference numeral 2 designates a pair of left and right metal columns that are opposed to each other in the side block, and the upper and lower sides of the column 2 are welded to ring reinforcements 3 embedded in the upper part and the lower part of the side block 1. Reference numeral 4 denotes a step metal fitting 4 having a U-shaped planar shape, both ends of which are welded to the upper and lower sides of the column 2 and project from the inner surface of the side block 1. The step fitting 4 is not limited to the U-shape, but may be a straight shape, for example. However, in this case, it goes without saying that it is necessary to increase the distance between the columns 2.

上記リング筋3に代えて弧状の連結筋を用い、該連結筋
により左右両支柱2の上下両端部を連結してもよい。ま
た側塊1に籠状の鉄筋を埋設するときは、その縦筋を支
柱とし使用することも可能である。
An arcuate connecting bar may be used instead of the ring reinforcing bar 3, and the upper and lower ends of the left and right columns 2 may be connected by the connecting bar. Further, when the cage-shaped reinforcing bar is embedded in the side block 1, the vertical bar can be used as a pillar.

次に本発明に係るマンホール用コンクリート管の成形方
法の一実施例を第2図及び第3図に基づいて説明する
と、5は内型枠であり、防振材により水平に支持された
台板6上に着脱自在に取り付けられている。上記内型枠
5内には振動機を設けている。また内型枠5の一側部に
は上端から下端に亘り凹部7を形成している。
Next, an embodiment of the method for forming a concrete pipe for a manhole according to the present invention will be described with reference to FIGS. 2 and 3, and 5 is an inner formwork, which is a base plate horizontally supported by a vibration isolator. 6 is detachably attached. A vibrator is provided in the inner formwork 5. A recess 7 is formed on one side of the inner mold form 5 from the upper end to the lower end.

8は内型枠5の外側に嵌挿したリング状のパレットであ
り、内型枠5の下部外側に周設した支持部上に支持され
ている。
Reference numeral 8 denotes a ring-shaped pallet that is fitted and inserted into the outer side of the inner mold 5, and is supported on a support portion that is provided around the lower outer side of the inner mold 5.

9は外型枠であり、下端をパレット8に支持されてい
る。
Reference numeral 9 denotes an outer frame, the lower end of which is supported by the pallet 8.

10は補助型であり、前記内型枠5の凹部7に嵌合し、下
端は第3図に示すようにパレット8の内側に載置してい
る。またその外側面は内型枠5の外側面の一部をなして
いる。更に上記補助型10の外側面には、前記ステップ金
具4を挿入する横穴11を上下に間隔を保って形成してい
る。この横穴11は貫通孔であるが、ステップ金具4を収
容し得る深さの溝で形成することもある。また横穴11は
ステップ金具4に設けた蓋体12により、密閉されてい
る。上記蓋体12は、予めステップ金具4に固定したもの
でもよく、これを上下二つ割りの部材により形成し、こ
の部材によりステップ金具4の両端部を挟持するように
して取り付けるものでもよい。
An auxiliary mold 10 is fitted in the concave portion 7 of the inner mold frame 5, and the lower end is placed inside the pallet 8 as shown in FIG. Further, the outer surface thereof forms a part of the outer surface of the inner formwork 5. Further, lateral holes 11 into which the step fittings 4 are inserted are formed on the outer side surface of the auxiliary mold 10 at intervals vertically. Although the lateral hole 11 is a through hole, it may be formed as a groove having a depth capable of accommodating the step fitting 4. The lateral hole 11 is closed by a lid 12 provided on the step fitting 4. The lid 12 may be fixed to the step fitting 4 in advance, or may be formed by a member that is divided into upper and lower parts, and the both ends of the step fitting 4 may be attached by this member.

13は内型枠5と外型枠9とにより形成された成形空間で
ある。この成形空間13には、外型枠9の上部、及び下部
の外側に間隔的に設けた支持ピン14が出没自在に突出
し、上下のリング筋3を保持し、且つ支柱2を内側に押
圧し、前記蓋体12を内型枠5に圧接するように構成して
いる。尚、支柱2は、鉄筋を保持するための、従来公知
のスペーサーにより、保持してもよい。
13 is a molding space formed by the inner mold 5 and the outer mold 9. In this molding space 13, support pins 14 provided at intervals outside the upper and lower parts of the outer frame 9 project in a retractable manner, hold the upper and lower ring streaks 3, and press the column 2 inward. The lid 12 is configured to be in pressure contact with the inner frame 5. The support 2 may be held by a conventionally known spacer for holding the reinforcing bars.

この成形装置において、ステップ金具4を横穴11に挿入
し、蓋体12により横穴11を密閉した後、支柱2と補助型
10とを成形空間13と、内型枠5の凹部7とに挿入し、外
型枠9の上部外側に間隔的に設けた支持ピン14を成形空
間13内に突出させて上側のリング筋3を保持し、支柱2
を成形空間13の所定位置に安定させる。そこで内型枠
5、補助型10、及び外型枠9を振動させて成形空間13内
に固練りコンクリート材を投入し、これを振動させた
後、その上端を加圧盤で押圧し、脱型する。
In this molding apparatus, the step fitting 4 is inserted into the lateral hole 11 and the lateral hole 11 is sealed by the lid 12, and then the support 2 and the auxiliary mold
10 is inserted into the molding space 13 and the recess 7 of the inner mold 5, and support pins 14 provided at intervals on the upper outer side of the outer mold 9 are projected into the molding space 13 so that the upper ring stirrup 3 is formed. Holding the stanchion 2
Is stabilized at a predetermined position in the molding space 13. Then, the inner mold 5, the auxiliary mold 10, and the outer mold 9 are vibrated, and the solid concrete material is put into the molding space 13, and after vibrating this, the upper end of the concrete is pressed with a pressure plate to remove the mold. To do.

成形されたコンクリート管を補助型10とパレット8と共
に養生場所に移し、直ちに補助型10を離脱し養生すので
ある。
The molded concrete pipe is moved to the curing place together with the auxiliary mold 10 and the pallet 8, and the auxiliary mold 10 is immediately removed and cured.

上記実施例は、本出願人の出願に係る平成1年特許願第
300998号の成形用型枠と同様に、補助型10を内型枠5か
ら分離し、移動し得るものを使用したが、補助型を内型
枠内に退避させて脱型する型枠も利用し得ることはいう
までもない。
The above example is based on the patent application No. 1 of 1991 related to the applicant's application.
Like the molding mold of No. 300998, the auxiliary mold 10 was separated from the inner mold 5 and used as a movable mold, but a mold for retracting the auxiliary mold into the inner mold and removing it was also used. It goes without saying that you can do it.

(効果) このように本発明に係るマンホール用コンクリート管、
及びその成形方法は、側塊に埋設した左右の支柱にステ
ップ金具の両端を固定したから、ステップ金具が荷重に
より下向きに傾斜したり、脱落したりすることがない。
また流し込みによる一般のコンクリート成形において
も、固練りコンクリート材を用いた即時脱型による成形
においても、内型枠とか補助型にステップ金具の複雑な
保持装置を設ける必要がないので、型枠の構造が簡単と
なり、作業性も向上するという利点がある。
(Effect) As described above, the concrete pipe for a manhole according to the present invention,
Also, according to the molding method, since both ends of the step fitting are fixed to the left and right struts embedded in the side block, the step fitting does not tilt downward or fall off due to the load.
In addition, it is not necessary to provide a complicated holding device for the step metal fittings in the inner mold or the auxiliary mold both in general concrete molding by pouring and in molding by immediate demolding using solid concrete material. Has the advantage that it is easier and the workability is improved.

殊に本発明における成形方法は、コンクリート材が充分
に固まっていない状態であっても、前記のようにステッ
プ金具は側塊中に埋設された支柱に支持されているの
で、外型枠と内型枠のみでなく、補助型をも直ちに離脱
することができる。そのため成形品を養生場所に移動す
る間に、新たなパレットを内型枠、外型枠、及び補助形
をセットし、引き続き次の成形を行うことができるの
で、生産能率を一段と向上し得るものである。
Particularly, in the molding method according to the present invention, even when the concrete material is not sufficiently hardened, the step fittings are supported by the pillars embedded in the side blocks as described above, so that the inner mold and the inner mold are not supported. Not only the mold but also the auxiliary mold can be immediately removed. Therefore, while moving the molded product to the curing place, a new pallet can be set with an inner mold, an outer mold, and an auxiliary mold, and the next molding can be performed continuously, so that the production efficiency can be further improved. Is.

また補助型を内型枠から分離して成形品と共に養生場所
に移す成形方法にあっては、この補助型を直ちに回収し
て次の成形に備えることができるので、補助型を多数用
意する必要がないという効果がある。
In addition, in the molding method in which the auxiliary mold is separated from the inner mold and transferred to the curing place together with the molded product, this auxiliary mold can be immediately recovered and prepared for the next molding, so it is necessary to prepare many auxiliary molds. There is no effect.

【図面の簡単な説明】[Brief description of drawings]

第1図は本発明に係るマンホール用コンクリート管の一
実施例を示す一部切欠き斜視図、第2図は同コンクリー
ト管の成形方法の一実施例を示す平面図、第3図は第2
図におけるX−X線の断面図。 1;側塊、2;支柱 3;リング筋、4;ステップ金具 5;内型枠、6;台板 7;凹部、8;パレット 9;外型枠、10;補助型 11;横穴、12;蓋体 13;成形空間、14;支持ピン
FIG. 1 is a partially cutaway perspective view showing an embodiment of a concrete pipe for manholes according to the present invention, FIG. 2 is a plan view showing an embodiment of a method for forming the concrete pipe, and FIG.
Sectional drawing of the XX line in a figure. 1; Side block, 2; Posts 3; Ring reinforcement, 4; Step metal fittings 5; Inner formwork, 6; Base plate 7; Recesses, 8; Pallet 9; Outer formwork, 10; Auxiliary mold 11; Lateral hole, 12; Lid 13; Molding space, 14; Support pin

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】側塊に少なくとも2本の金属製の支柱を間
隔を保って埋設し、該支柱にステップ金具の左右両端を
固定し、このステップ金具を側塊の内壁面から突出させ
たことを特徴とするマンホール用コンクリート管。
1. At least two metal columns are embedded in the side block with a space therebetween, and the left and right ends of the step fitting are fixed to the columns, and the step bracket is projected from the inner wall surface of the side block. A concrete pipe for manholes characterized by.
【請求項2】間隔を隔てて配設した少なくとも2本の金
属製の支柱に、ステップ金具の左右両端を固定し、この
支柱を外型枠と内型枠とにより形成された成形空間内に
挿入し、且つステップ金具を、内型枠の一部を構成する
移動可能な補助型の横穴内に挿入すると共に、ステップ
金具に装着した蓋体により横穴を密閉した後、成形空間
内にコンクリート材を投入し、これに振動を与えて締固
めを施し脱型することを特徴とするマンホール用コンク
リート管の成形方法。
2. The right and left ends of the step metal fitting are fixed to at least two metal columns arranged at intervals, and the columns are placed in a molding space formed by an outer mold and an inner mold. After inserting the step metal fittings into the lateral holes of the movable auxiliary mold forming a part of the inner mold, and closing the lateral holes with the lid attached to the step metal fittings, the concrete material is placed in the molding space. A method for forming a concrete pipe for a manhole, which comprises:
JP2079685A 1990-03-28 1990-03-28 Concrete pipe for manhole and its forming method Expired - Lifetime JPH074810B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2079685A JPH074810B2 (en) 1990-03-28 1990-03-28 Concrete pipe for manhole and its forming method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2079685A JPH074810B2 (en) 1990-03-28 1990-03-28 Concrete pipe for manhole and its forming method

Publications (2)

Publication Number Publication Date
JPH03278910A JPH03278910A (en) 1991-12-10
JPH074810B2 true JPH074810B2 (en) 1995-01-25

Family

ID=13697063

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2079685A Expired - Lifetime JPH074810B2 (en) 1990-03-28 1990-03-28 Concrete pipe for manhole and its forming method

Country Status (1)

Country Link
JP (1) JPH074810B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100920198B1 (en) * 2007-11-16 2009-10-06 김현국 Steel Box for Concrete Filled Manhole Construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100920198B1 (en) * 2007-11-16 2009-10-06 김현국 Steel Box for Concrete Filled Manhole Construction

Also Published As

Publication number Publication date
JPH03278910A (en) 1991-12-10

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