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JPS5842416A - Concrete formwork for underground buried sink - Google Patents
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JPS5842416A - Concrete formwork for underground buried sink - Google Patents

Concrete formwork for underground buried sink

Info

Publication number
JPS5842416A
JPS5842416A JP14005381A JP14005381A JPS5842416A JP S5842416 A JPS5842416 A JP S5842416A JP 14005381 A JP14005381 A JP 14005381A JP 14005381 A JP14005381 A JP 14005381A JP S5842416 A JPS5842416 A JP S5842416A
Authority
JP
Japan
Prior art keywords
corners
screw
plate
base
frame
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.)
Granted
Application number
JP14005381A
Other languages
Japanese (ja)
Other versions
JPS5844450B2 (en
Inventor
福島司
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.)
FUJI KOUATSU CONCRETE KK
Original Assignee
FUJI KOUATSU CONCRETE 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 FUJI KOUATSU CONCRETE KK filed Critical FUJI KOUATSU CONCRETE KK
Priority to JP14005381A priority Critical patent/JPS5844450B2/en
Publication of JPS5842416A publication Critical patent/JPS5842416A/en
Publication of JPS5844450B2 publication Critical patent/JPS5844450B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Moulds, Cores, Or Mandrels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は置型ハンドホールの成型用型枠に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a mold for forming a stationary hand hole.

従来、地中電線や地中通信線等の地中ケーブルのダクト
の接続部g二おいては、開型のノ・ンドホールを地中に
埋設して接続しているものである。ハンドホールを成型
する場合には、台板の十面C二箱型状の内枠を逆向きに
組立てすると共に内枠の夕1面に外枠を組立てしてコン
クリートを充填さゼ、脱型する場合には外枠を取外すと
共に逆向きに転(2) 回して内枠を取外しているもので、成型粋の組立、脱型
作動に手間を要するものであった。そこで出願人は、内
枠を四隅で接合して各四辺の内枠をレバー操作で内側へ
倒した後に脱型する機構を開発し出MI[昭和54年特
許願第151539号)したわけであるが、該型枠にお
いては内枠の各四辺仄合部に朔点かあり、各四辺周側枠
を各々レバー操作で内倒しするため、手間(r−要する
と共にレバーヒンジにガタが発生して接合部が密着し難
い欠点がp〕つた〇 本発明は、」−配路欠点を解消する目的(Xおいて、内
部周側枠を側面中火位置で分断したL型枠を内倒し自在
C:台枠に枢着し、@L副型枠接合部間隙に桿摩杆を内
部より前後に誘導する様になしたコンクリ−1・型枠で
あって、内部型枠の接合部にガタ等が発生することなく
、中央位置に設けたネジ+1lll+の回転で四組の楔
型杆を前後f二誘導して型枠の組立、脱型を容易化させ
たことを特徴とするものである0 ヅ、下、実施例図により本発明の詳細な説明する0(3
) 中火に四角孔を設けた四角型の台(ル1の下面にベース
伜2を固定し、該ベース伜2の四辺外面の中央上端部り
位置にヒンジ3を設け、外面下端に受4′Fj4を垂直
に突設すると共に上1”:laに補強4F!5を付設し
た前部外枠a a X 後部外枠6b、左11111外
忰6c、右1111外伜6dを四角型の台イル1の内縁
と外縁との中間位置上面に載設して両端面を接合させ、
各外枠外面に付設した縦型補強イル7の下i/W外側を
各ヒンジ3に枢着し、谷外枠の接合部上414笠に締着
金具8を付設し、四角型のベース伜2の四隅j:り中心
へ向ってL型状の四組の第1支柱9a1第2支柱9b、
第3支柱9c1第4支柱9dを突設させ、該各支柱の上
端を桝体の底版肉厚外だけ外枠上端より低位置となして
上端内41111に方型枠10を連設し、四辺並びに四
隅を面取り11した上床板12の下面【二叉柱上端の方
型枠10の四隅内面と豚舎する四組の腕杆13を中心下
方へ向って斜向突設して先端にネジ軸受14を固定し、
該腕杆13を方型伜10内に豚舎させて各文柱上端(二
上床版12を着脱自在に装架さゼ、台板1の内縁四(4
) 隅に1因合する平面視り型状の第1内忰15a1第2内
忰15b1第3内枠15c1第4内忰15dの角部に縦
面取り16を設けると共に上端f二上床版12の面取り
IH二接合する傾斜面17を賦型し、該谷内枠の内面下
部位置に固定した水平支持杆18に上端を固定させたL
副杆19をベース伜2の内面四隅のヒンジ20に枢着し
て各内枠を台41112+の内縁四隅」:り中心へ向け
て傾斜し得る様になし、谷内枠の相対向した両端面に内
側方向へ拡開したテーパー而21を設け、台板1の四方
内縁の中央位置に各内枠の両端模型間隙に嵌合する四組
の第1楔型杆22a1第2模型杆22b1第3喫型杆2
2C1第4楔型杆22dを配置して各楔型杆の下端をベ
ース忰2方向へ曲成して枢着し、四組の支柱」一端に装
架した上床板12の下面のネジ1llI受14にネジi
ll+ 23の上端をねじ込みさせ、該ネジ1ll11
23の下方11を体部に遊嵌さゼた間座24をネジ1l
tlll 23に固定した上下フランジ25,25“で
係市し、各楔型杆の内側中央位置に一端を遊眉し/こ伸
縮調整腕杆26の他端を間座24に傾斜状に遊着させた
コンクリートハリ忰27を構成ずべくなして成るもので
ある0尚、図中28はコンクリートを示す〇 つぎC二、実施例図により本発明の作用効果を説明する
Conventionally, in the connection part g2 of a duct of an underground cable such as an underground electric wire or an underground communication line, an open no-end hole is buried underground for connection. When molding a hand hole, assemble the box-shaped inner frame on the ten sides of the base plate in the opposite direction, assemble the outer frame on the other side of the inner frame, fill it with concrete, and remove the mold. When doing so, the outer frame was removed and the inner frame was removed by turning it in the opposite direction (2), which required time and effort to assemble and remove the mold. Therefore, the applicant developed a mechanism in which the inner frame is joined at the four corners and the inner frame on each four sides is pushed inward by operating a lever before being removed from the mold. However, in this formwork, there are dots at the joints on each of the four sides of the inner frame, and since the side frames on each four sides are folded inward by operating the lever, it is time-consuming and causes play in the lever hinge. The purpose of the present invention is to solve the wiring defect (X). : Concrete 1 formwork that is pivotally attached to the underframe and guides the rod back and forth from the inside into the gap between the @L sub-formwork joints, and there is no looseness etc. at the joints of the internal formworks. It is characterized by facilitating assembly and demolding of the formwork by guiding four sets of wedge-shaped rods forward and backward f2 by the rotation of the screw provided at the center position, without causing any ㅅ Below, the present invention will be explained in detail with reference to embodiment figures.
) A square-shaped stand with a square hole for medium heat (base 2 is fixed to the bottom surface of 1, a hinge 3 is provided at the upper center of the outer surface of the base 2, and a receiver 4 is provided at the lower end of the outer surface). 'Fj4 is vertically protruded and reinforcement 4F!5 is attached to the upper 1'':la of the front outer frame a a It is placed on the top surface at a position midway between the inner edge and outer edge of the file 1, and both end surfaces are joined.
The lower I/W outer side of the vertical reinforcing coil 7 attached to the outer surface of each outer frame is pivotally connected to each hinge 3, and the fastening metal fitting 8 is attached to the upper joint part 414 of the valley outer frame. 2, four corners j: four sets of L-shaped first pillars 9a1, second pillars 9b,
A third support 9c1 and a fourth support 9d are provided protrudingly, and the upper ends of each support are lower than the upper end of the outer frame by an amount outside the wall thickness of the bottom plate of the box, and a rectangular frame 10 is connected in series within the upper end 41111. In addition, the lower surface of the upper floor board 12 with chamfered corners 11 [four sets of arm rods 13 that meet the inner surface of the four corners of the rectangular formwork 10 at the upper end of the two-pronged column are diagonally protruded downward from the center, and have screw bearings 14 at the tips. fixed,
The arm rods 13 are placed in a pigsty in the square shape 10, and the upper end of each pillar (the upper floor slab 12 is removably mounted), and the inner edge 4 (4) of the base plate 1 is
) Vertical chamfers 16 are provided at the corners of the first inner frame 15a, the second inner frame 15b, the third inner frame 15c, and the fourth inner frame 15d, which have a shape in plan view that fits in the corner, and the upper end f2 of the upper floor slab 12. An L shape has an inclined surface 17 that joins two chamfered IHs, and its upper end is fixed to a horizontal support rod 18 fixed to the lower position of the inner surface of the valley frame.
The sub-rods 19 are pivoted to the hinges 20 at the four inner corners of the base 2 so that each inner frame can be tilted toward the center of the inner four corners of the base 41112+, and the inner frames are attached to opposite end surfaces of the inner frames. A tapered rod 21 that expands inward is provided, and four sets of first wedge-shaped rods 22a1, second model rods 22b1, and third sleeves are provided at the center of the four inner edges of the base plate 1 to fit into the model gaps at both ends of each inner frame. Mold rod 2
2C1 4th wedge-shaped rod 22d is arranged, the lower end of each wedge-shaped rod is bent in two directions to the base plate, and the screws 1llI on the lower surface of the upper floor plate 12 mounted on one end of the four sets of columns are attached. Screw i in 14
Screw in the upper end of ll+23, and screw in the screw 1ll11.
Loosely fit the lower part 11 of 23 into the body part and screw the spacer 24 with the screw 1l.
The upper and lower flanges 25, 25" fixed to the tllll 23 are fixed, and one end is loosely attached to the center position inside each wedge-shaped rod. The other end of the telescopic adjustment arm rod 26 is attached to the spacer 24 in an inclined manner. In the figure, 28 indicates concrete.Next, the effects of the present invention will be explained with reference to the drawings of embodiments shown in C2.

本発明になるコンクリ−1・型枠27でもってコンクリ
ートハンドホールを成型する場合には、ベース忰2の下
面よりモンキースパナ等を挿入してネジ軸23を正回転
させてネジ軸受1・1との係合で上昇さゼ、伸縮調整腕
杆26をネジ軸2:(に71して垂直方向へ開脚させな
がら各四組の第1乃至第4ff型杆22a、22b、2
2c、22dを前進させると、各楔型杆の両側面に接合
した四組の第1乃至第4内枠15a、15b、+5c、
15dの両端テーパー面21が楔型杆で押圧されながら
各内枠はL副杆19のヒンジ20を中心として四隅方向
へ起立誘導され、谷内枠が台4F1.Iの四隅内縁に垂
直に起立して上端傾斜面]7は上床板12の四辺面取り
11に接合し、谷模型杆の外面も内枠の外面と同一面と
なり、上床板12も下方へ牽引されて支柱上端の方型枠
に密着するものである。次に各夕1忰6a、6b、6c
、6dをベース枠2のヒンジ3を中心として垂直に起立
回動さゼて各接合部を締着金具8でもって連結させて組
立′(r−終了し、該組立した外枠内の上端までコンク
リ−1・28を充填固化さゼるものである。各内枠と外
枠との間隔がハンドホールの側壁を、上圧板12の土7
?15が底版を成ハIJするものである。次(二面化し
/こコンクリートを脱型させる場合には、各外枠G t
y、  G b、  (i c、  6 d flIa
Mした締着金具8を脱係さセてベース枠2のヒンジ3を
中心として外側へ回動倒伏させ、次に内枠内部のネジ軸
23を逆回転さゼてネジ軸23を下降さゼると、各伸縮
fl1間幣腕杆26が共f二下降して各四組の楔型杆2
2a、221〕、22c、22dを内側斜下方へ牽引し
て1稔退作動させ、各楔型杆の下部位置が各内枠のテー
パー面21間隙に一部残った状態で固化したコンクリー
トをウィンチ等でもって上方へ脱型さ一1rると、コン
クリートの付着力で上圧板12に少許上昇して朶111
111されると共に各内枠15a、1(7) 5b、15c、+5dにもコンクリートの付着圧力が外
面に作用し、各内枠はL副杆19のヒンジ20を中心と
してネジ方向へ放射対称に傾倒して閉縮しながらコンク
リートを簡易に脱型さゼるものである。
When forming a concrete hand hole using the concrete 1 and formwork 27 according to the present invention, insert a monkey spanner or the like from the underside of the base 2 and rotate the screw shaft 23 in the forward direction to form the screw bearings 1 and 1. When the telescopic adjustment arm rod 26 is engaged with the screw shaft 2: (71) and the legs are opened in the vertical direction, each of the four sets of 1st to 4th FF type rods 22a, 22b, 2
When 2c and 22d are advanced, four sets of first to fourth inner frames 15a, 15b, +5c, which are joined to both sides of each wedge-shaped rod,
While the tapered surfaces 21 at both ends of 15d are pressed by wedge-shaped rods, each inner frame is guided to stand up in the four corner directions centering on the hinge 20 of the L sub-rod 19, and the inner frame of the valley is moved to the base 4F1. The upper end inclined surface 7 stands perpendicularly to the inner edges of the four corners of I and is joined to the four side chamfers 11 of the upper floor board 12, and the outer surface of the valley model rod also becomes the same surface as the outer surface of the inner frame, and the upper floor board 12 is also pulled downward. It is designed to fit closely to the rectangular formwork at the upper end of the column. Next, each evening 1 son 6a, 6b, 6c
, 6d are vertically raised and rotated around the hinge 3 of the base frame 2, and the respective joints are connected with the fastening fittings 8 to assemble (r). Concrete 1 and 28 are filled and solidified.The interval between each inner frame and outer frame is such that the side wall of the hand hole is
? 15 is for forming the bottom plate. Next (double-sided concrete/When demolding concrete, each outer frame G t
y, G b, (i c, 6 d flIa
Disengage the M-shaped fastening fittings 8 and turn them outward around the hinges 3 of the base frame 2, and then rotate the screw shaft 23 inside the inner frame in the opposite direction to lower the screw shaft 23. Then, each of the extendable and retractable fl1 arm levers 26 descends f2, and each of the four sets of wedge-shaped rods 2
2a, 221], 22c, and 22d are pulled diagonally downward inward and retracted one bar, and winch the solidified concrete with the lower part of each wedge-shaped rod remaining partially in the gap between the tapered surfaces 21 of each inner frame. When the mold is removed upwards with a tool such as 1r, the adhesion force of the concrete causes it to rise slightly to the upper pressure plate 12 and form a shell 111.
At the same time, the adhesion pressure of concrete acts on the outer surface of each inner frame 15a, 1(7) 5b, 15c, +5d, and each inner frame is radially symmetrical in the screw direction with the hinge 20 of the L sub-rod 19 as the center. It is designed to easily demold concrete by tilting and contracting.

従って、本発明においてはネジ軸2;1の正回転と逆回
転とにより、内部内枠をワンタッチで起立組立と閉縮脱
型とを能率的になしくj)るものであり、各内枠相互、
並びに上圧板との接合部も直線状であるため製作も容易
で、接合部にガタ等を発生するととなく、開型ブロック
マンホールの成型作業を半自動化して省力化を達成しイ
)する等、前記した様な顕著な諸効果を奏するものであ
る0
Therefore, in the present invention, by forward and reverse rotation of the screw shaft 2; 1, the raising and closing of the inner frame and the closing and retracting of the inner frame can be efficiently done with one touch. mutual,
In addition, since the joint with the upper pressure plate is straight, it is easy to manufacture, and there is no play in the joint, and labor-saving can be achieved by semi-automating the forming work of the open block manhole. It has the remarkable effects mentioned above.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の実施例に係るコンクリ−1・型枠の一
部を切欠した平面図、第2MdそのA−A線断面図、第
3図はA−A線一部拡大断面図、第4図は第4図C−C
線断部拡大断面図、第5図は第4図C−C線断面図、第
6図は第4図C−C線断面図、第7図は同じくIn−■
0線断面図、第8図1(8) 口内枠部を示した一部拡大平面図、第9図は第8図TI
’−F線矢祝図、第10図は十床版の平面図、第11図
はコンクリート型枠の斜視図である。 ゛“+l       、  g。
FIG. 1 is a partially cutaway plan view of concrete 1 and formwork according to an embodiment of the present invention, a sectional view of the second Md along the line A-A, and FIG. 3 is a partially enlarged sectional view taken along the line A-A. Figure 4 is Figure 4C-C
5 is a sectional view taken along line C-C in FIG. 4, FIG. 6 is a sectional view taken along line C-C in FIG. 4, and FIG.
0-line sectional view, Figure 8 1 (8) Partially enlarged plan view showing the intraoral frame, Figure 9 is Figure 8 TI
Figure 10 is a plan view of the ten-bed slab, and Figure 11 is a perspective view of the concrete formwork.゛"+l, g.

Claims (1)

【特許請求の範囲】 1 中火に四角型の孔を開孔した台イル1の下面にベー
ス忰2を旧設し、該台板1の外縁と内縁との中間位置土
面にベース伜の四辺外面に枢着した四組のり)伜を1r
!1動自在に組立立設し、ベース伜の内面四隅より■」
型状の四組の支柱をベース伜の中心へ向って放射別称に
立設し、各支柱の上端を外枠の一、1仔11fIf J
−、す1Th1体の底版の肉厚分だけ低位置となして上
端に方型枠を連設し、四辺並びに四隅に面取りした上床
板12の下面に中心下方へ向けて任意数の腕杆を酸1向
突設して先端にネジ軸受を固定し、該谷腕杆を支柱上端
の方型枠に吠合させて支柱上端に」二床版+2を着脱自
在に装架させ、台板1の内縁四隅C″−−嵌合と共C−
上端を上床板12の四隅に接合させ得る様になした平面
視り型状の四組の内枠15a、J5b’、+5c、15
dをL型杆を介してベース伜2の内面四隅に枢着し、該
谷内(1)           へ− 枠の両端対向面に内1則方向へ拡開したテーパー面2I
を設け、各内枠の両端ズ・1向間隙に1灰合する四組の
楔型杆22 a +  221)+  22c +  
l 2 dを台板1の四方内縁の中央位置に配置し、」
二床版12の下面のネジ軸受14ζニネジ111112
3の十〇11.1をねじ込みさせ、ネジIll 23の
下方1tflI体部【二遊嵌すると共にネジ軸23のフ
ランジで上下面を係11−さ・ぼた間座24と各楔型杆
の内1+111中火位11↑とを伸縮i1.l、]幣腕
杆で連結さ+!:たことを特徴として成る、地下坤設桝
用コンクリート型枠。
[Scope of Claims] 1. A base plate 2 is installed on the lower surface of a table plate 1 having a square hole drilled in a medium heat, and a base plate 2 is installed on the soil surface at a position midway between the outer edge and the inner edge of the plate plate 1. 1r of 4 sets of glue attached to the outer surface of the four sides
! It can be assembled and erected so that it can move freely from the four inner corners of the base.
Four sets of mold-shaped pillars are erected radially toward the center of the base, and the upper ends of each pillar are attached to the outer frame.
- A rectangular frame is connected to the upper end of the base plate 12 at a lower position corresponding to the thickness of the bottom plate of the 1 Th1 body, and an arbitrary number of arm rods are installed downward from the center on the lower surface of the upper floor plate 12 with chamfered four sides and four corners. A screw bearing is fixed to the tip by protruding in one direction, and the valley arm rod is attached to the rectangular formwork at the upper end of the column, and a 2-bed slab + 2 is removably mounted on the upper end of the column. Inner edge four corners C''--Mating and same C-
Four sets of inner frames 15a, J5b', +5c, 15 each having a shape in plan view whose upper ends can be joined to the four corners of the upper floor board 12.
d is pivotally attached to the four corners of the inner surface of the base 2 via an L-shaped rod, and into the valley (1) there is a tapered surface 2I that expands in the inner direction on the opposing surfaces at both ends of the frame.
, and four sets of wedge-shaped rods 22 a + 221) + 22 c + are provided, and one pair is fitted in one direction gap at both ends of each inner frame.
Place l 2 d at the center of the four inner edges of the base plate 1,
Threaded bearing 14ζ screw on the bottom surface of double floor slab 12 111112
Screw in the lower part of the screw Ill 23 and connect the upper and lower surfaces with the flange of the screw shaft 23 between the spacer 24 and each wedge-shaped rod. Extend/contract i1. l,] Connected with the arm rod +! : Concrete formwork for underground trenches.
JP14005381A 1981-09-05 1981-09-05 Concrete formwork for underground pits Expired JPS5844450B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14005381A JPS5844450B2 (en) 1981-09-05 1981-09-05 Concrete formwork for underground pits

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14005381A JPS5844450B2 (en) 1981-09-05 1981-09-05 Concrete formwork for underground pits

Publications (2)

Publication Number Publication Date
JPS5842416A true JPS5842416A (en) 1983-03-11
JPS5844450B2 JPS5844450B2 (en) 1983-10-03

Family

ID=15259885

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14005381A Expired JPS5844450B2 (en) 1981-09-05 1981-09-05 Concrete formwork for underground pits

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JP (1) JPS5844450B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0718807U (en) * 1993-09-21 1995-04-04 株式会社エヌアイ型枠 Formwork for manufacturing concrete products
JP2023089526A (en) * 2021-12-16 2023-06-28 株式会社大地 Inner frame of formwork for concrete product molding

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0718807U (en) * 1993-09-21 1995-04-04 株式会社エヌアイ型枠 Formwork for manufacturing concrete products
JP2023089526A (en) * 2021-12-16 2023-06-28 株式会社大地 Inner frame of formwork for concrete product molding

Also Published As

Publication number Publication date
JPS5844450B2 (en) 1983-10-03

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