JPH076349Y2 - Cement board seam connection member - Google Patents

Cement board seam connection member

Info

Publication number
JPH076349Y2
JPH076349Y2 JP3824390U JP3824390U JPH076349Y2 JP H076349 Y2 JPH076349 Y2 JP H076349Y2 JP 3824390 U JP3824390 U JP 3824390U JP 3824390 U JP3824390 U JP 3824390U JP H076349 Y2 JPH076349 Y2 JP H076349Y2
Authority
JP
Japan
Prior art keywords
weir
joint
main member
weir plate
covering
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
JP3824390U
Other languages
Japanese (ja)
Other versions
JPH03128155U (en
Inventor
伸治 中谷
義照 北森
Original Assignee
伸治 中谷
義照 北森
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 伸治 中谷, 義照 北森 filed Critical 伸治 中谷
Priority to JP3824390U priority Critical patent/JPH076349Y2/en
Publication of JPH03128155U publication Critical patent/JPH03128155U/ja
Application granted granted Critical
Publication of JPH076349Y2 publication Critical patent/JPH076349Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【考案の詳細な説明】 「産業上の利用分野」 本考案は土木建築用のせき板の継目連結部材に関する。[Detailed Description of the Invention] "Industrial application field" The present invention relates to a joint connecting member of a weirboard for civil engineering and construction.

「従来の技術」 第13図に示すように、各せき板(1)・・の背面端部に
固着されている連結用角材(2)・・を合着させて釘
(3)・・を打ち込み各せき板(1)の端面を接合する
ことにより多数のせき板(1)・・を空間(4)を保持
して並設し、その空間(4)にコンクリートを打設して
いる。
"Prior Art" As shown in Fig. 13, the nails (3) ... are fixed by attaching the connecting timbers (2) .. A large number of weir plates (1), ... Are arranged side by side while holding the space (4) by joining the end faces of each weir plate (1), and concrete is placed in the space (4).

「考案が解決しようとする課題」 (1)せき板間の空間へ打設したコンクリートがせき板
の継目に入り込み、せき板を再使用するときコンクリー
トが附着しているとせき板の接合端面が完全に密着せず
隙間を生じるため目地が粗荒になる。そこでせき板に附
着しているコンクリートを除去する手間を要する。
"Problems to be solved by the invention" (1) When the concrete placed in the space between the weirs enters the seam of the weir and the concrete is attached when the weir is reused, the joint end surface of the weir The joints become rough because they do not completely adhere and a gap is created. Therefore, it takes time and effort to remove the concrete attached to the dam.

(2)せき板に固着した連結用角材を相互に釘で固定
し、また解体のとき釘を抜くため、釘を打ちこんだ個所
のせき板と連結用角材が裂けて使用不能になることが多
く、更に連結用角材(2)をせき板(1)に釘(3)で
固着しているが、釘の打ちこんだ個所のせき板と連結用
角材が裂け易く使用不能になることが多い。
(2) Since the connecting timbers fixed to the weir board are fixed to each other with nails and the nails are pulled out when dismantling, the weir board and the connecting timber at the place where the nail is struck often breaks and becomes unusable. Further, although the connecting timber (2) is fixed to the weir board (1) with the nail (3), the weir board and the connecting timber at the place where the nail is struck tend to tear and become unusable in many cases.

(3)せき板を組み立てるとき、せき板の内側と外側に
少なくとも2名の作業員が入り込んで継目を正しく合わ
せて連結用角材を相互に固着することを要し、このとき
しばしば継目がずれて固着されてしまうことがある。ま
たせき板を解体するとき連結用角材に打ちこんだ釘をす
べて抜き取る手間を要する。
(3) When assembling the weir, it is necessary for at least two workers to enter the inner and outer sides of the weir so that the joints are aligned properly and the connecting timbers are fixed to each other. It may get stuck. Further, when dismantling the weir board, it is necessary to take out all the nails that have been driven into the connecting timber.

(4)せき板の接合端面間の隙間にコンクリートが入り
込み、せき板を解体したとき該隙間部の仕上がり面が凸
状に盛り上がって目地痕が残り体裁が悪い。
(4) Concrete enters the gap between the joint end faces of the weir plate, and when the weir plate is dismantled, the finished surface of the gap part bulges in a convex shape, leaving joint marks and bad appearance.

「課題を解決するための手段」 対向するせき板の接合端面間に挿入するとともに接合端
面からせき板の背後へ突出する連結面と、せき板のコン
クリート打設側の継目を被う被覆面とをT字形に連設
し、かつ、連結面に楔打ち込み用の穴を設けた主部材
と、主部材の連結面と合着する接合面に主部材に設けた
穴と連通する楔打ち込み用の穴を設けるとともに接合面
の端部をL形に屈曲してせき板の側端部に接し前記被覆
面とともにせき板の側端部を挟む挟圧面を設けた一対の
副部材とから成るせき板の継目連結部材を用い、釘を使
用せずにせき板を構築し、また簡単に解体できるように
し、かつ、せき板の接合端面にコンクリートが附着しな
いようにし、併せてコンクリート壁面仕上がりを美麗に
することを目的とする。
"Means for Solving the Problem" A connecting surface that is inserted between the joint end faces of opposing dams and protrudes from the joint end faces to the back of the dam, and a covering surface that covers the seam on the concrete placing side of the dam. For connecting a main member having a T-shaped connection and a hole for wedge driving on the connecting surface and a hole for connecting the main member on the joining surface that joins with the connecting surface of the main member. A weir plate comprising a pair of sub-members, each having a hole, bent at an end portion of the joint surface into an L shape and in contact with a side end portion of the weir plate, and having a pressing surface for sandwiching the side end portion of the weir plate together with the covering surface. By using the seam connecting member of the above, it is possible to construct a weir board without using nails, make it easy to dismantle, and prevent concrete from adhering to the joint end surface of the weir board, and at the same time make the concrete wall surface beautiful. The purpose is to do.

「作用」 せき板の接合端面を若干の間隔を保持して建て込み、そ
の隙間に主部材の連結面を差し入れ密着させることでせ
き板の継目を被覆面で被い、せき板の背後に突出した連
結面の両側に副部材の接合面をそれぞれ合着させ、楔打
ち込み用の各穴をそれぞれ連通させて楔を打ち込みせき
板を固定するのである。
"Operation" The joint end surface of the weir is built with a slight gap, and the joint surface of the main member is inserted into the gap and brought into close contact with it to cover the seam of the weir with the covering surface and project behind the weir. The joining surfaces of the sub-members are attached to both sides of the connecting surface, and the wedge driving holes are made to communicate with each other to fix the wedge driving plate.

「実施例」 本考案の実施例を図面によって説明すると、第1図乃至
第11図に示すように多数のせき板(11)・・を、コンク
リートを打設する間隔(矢印)を保持し、かつ、それぞ
れの接合端面(11a)・・間に若干の隙間を保持して建
て込み、対向するせき板の接合端面(11a)(11a)間の
隙間に挿入するとともに接合端面から突出する連結面
(12a)と、せき板(11)の継目を被う被覆面(12b)と
をT字形に連設し、かつ、連結面(12a)に楔(13)を
打ち込む穴(12c)(12c)を設けて主部材(12)を形成
する。主部材(12)の連結面(12a)の両面に合着する
接合面(13a)に、前記穴(12c)(12c)と連通する穴
(13b)・・を設けるとともに接合面(13a)の端部をL
形に屈曲してせき板(11)の側端部に接し前記被覆(12
b)とともにせき板(11)の側端部を挟む挟圧面(13c)
を設けた一対の副部材(13)とから成り、第10図及び第
11図に示す楔(14)を第12図に示すように連通させた穴
(12c)と(13b)に打ち込み副部材(13)(13)を主部
材(12)の連結面(12a)の両側面へ合着させ、かつ、
被覆面(12b)でせき板(11)間の隙間を被ってコンク
リートが浸入しないようにするとともに被覆面(12b)
と挟圧面(13c)(13c)で隣り合うせき板(11)(11)
の側端部を挟圧し固定するのであり、(15)はコンクリ
ート(16)はよこばたである。尚、多数のせき板を建て
込み、よこばた(16)を横設してたてばた(図示せず)
とともにホームタイ(登録商標)で構築するのは従来技
術と同じである。
"Embodiment" An embodiment of the present invention will be described with reference to the drawings. As shown in Figs. 1 to 11, a large number of dams (11), ... are held at intervals (arrows) for pouring concrete, In addition, a joint surface that is installed while holding a slight gap between each joint end face (11a), and inserted into the gap between the joint end faces (11a) (11a) of the opposing dams and protruding from the joint end face. (12a) and the covering surface (12b) covering the seam of the weir plate (11) are connected in a T-shape, and the holes (12c) and (12c) for driving the wedge (13) into the connecting surface (12a). To form the main member (12). The joint surface (13a) that is attached to both surfaces of the connecting surface (12a) of the main member (12) is provided with holes (13b) ... L at the end
It is bent into a shape and contacts the side edge of the weir plate (11),
Clamping surface (13c) that holds the side edge of the weir plate (11) together with b)
Consisting of a pair of sub-members (13) provided with
The wedge (14) shown in FIG. 11 is driven into the holes (12c) and (13b) communicating with each other as shown in FIG. 12, and the sub-members (13) and (13) are attached to the connecting surface (12a) of the main member (12). Attach to both sides, and
The covering surface (12b) covers the gap between the weir plates (11) to prevent concrete from entering and the covering surface (12b)
And the weir plates (11) (11) that are adjacent to each other on the clamping surface (13c) (13c)
The side end of the is fixed by pinching, and (15) is concrete (16). In addition, a large number of weirs are built in, and a flap (16) is laid horizontally (not shown).
Together with Home Thailand (registered trademark), it is the same as the conventional technology.

「考案の効果」 本考案はこのようにして成るから、せき板(11)(11)
間の隙間が主部材(12)の被覆面(12b)で被われてい
るため、その隙間へコンクリートが侵入せず、また被覆
面(12b)の板厚はごく薄いため打設したコンクリート
がせき板(11)の継目で盛り上がって不体裁となること
がなく、コンクリート壁面の仕上がりが美麗である。ま
た主部材(12)と副部材(13)を楔(14)を用いて単独
の作業員が簡単に型枠を構築でき、また簡単に解体でき
る。解体後のせき板の接合端面(11a)にはコンクリー
トが附着しないため直ちに再使用が可能である。更に従
来のせき板のように連結用角材を相互に釘を用いて固着
し型枠を構築するものでないためせき板の構築とと解体
を迅速に行うことができ、かつ、連結用角材とせき板と
の釘着部分や連結用角材同志の釘着部分が裂け損傷し使
用不能となることがなく、せき板を長期にわたり使用で
きる。また主部材(12)の連結面(12b)の高さ及び高
さに対応する副部材(13)の接合面(13a)の高さを所
望高さに設計でき、また被覆面(12b)の巾、挟圧面(1
3a)の巾も所望巾に設計できる。
"Effect of device" Since the device of the present invention is constructed in this way, weir plates (11) (11)
Since the gap between them is covered with the covering surface (12b) of the main member (12), concrete does not enter the gap, and since the plate thickness of the covering surface (12b) is very thin, the placed concrete is coughed. The seams of the board (11) do not bulge and become unstructured, and the finish of the concrete wall surface is beautiful. Further, the main member (12) and the sub member (13) can be easily constructed by a single worker by using the wedge (14) and can be easily disassembled. Since concrete is not attached to the joint end surface (11a) of the weir after dismantling, it can be reused immediately. Further, unlike the conventional weir plate, the connecting timbers are not fixed to each other by using nails to construct the formwork, so that the weir plate can be quickly constructed and disassembled, and the timber and the weir plate can be connected. The cuffs can be used for a long period of time without the nailing part of the plate or the nailing parts of the connecting timbers being torn and damaged and becoming unusable. Further, the height of the joining surface (13a) of the sub-member (13) corresponding to the height of the connecting surface (12b) of the main member (12) and the height can be designed to a desired height, and the height of the covering surface (12b) can be designed. Width, clamping surface (1
The width of 3a) can also be designed as desired.

このように本考案は構造は簡単で製作容易であるととも
に大量生産が可能で、かつ安価な有用考案である。
Thus, the present invention is a useful device that has a simple structure, is easy to manufacture, can be mass-produced, and is inexpensive.

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

第1図は本考案に係る継目連結部材の装着の仕方を示す
斜視図、第2図は継目連結部材のうち主部材を示す正面
図、第3図は同背面図、第4図は同左側面図、第5図は
同平面図、第6図は継目連結部材のうち副部材を示す正
面図、第7図は同背面図、第8図は同左側面図、第9図
は同平面図、第10図は楔の平面図、第11図は同正面図、
第12図は本考案の実施状態を示す一部切欠平面図、第13
図は従来のせき板の構築の仕方を示す斜視図である。 (11)……せき板、(11a)……せき板の接合端面 (12)……主部材、(12a)……連結面、(12b)……被
覆面 (12c)(13b)……穴、(13)……副部材、(13a)…
…接合面 (13c)……挟圧面、(14)……楔
FIG. 1 is a perspective view showing how to attach a joint connecting member according to the present invention, FIG. 2 is a front view showing a main member of the joint connecting members, FIG. 3 is a rear view of the same, and FIG. 4 is a left side thereof. 5 and 5 are plan views of the same, FIG. 6 is a front view showing a sub member of the seam connecting member, FIG. 7 is a rear view of the same, FIG. 8 is a left side view of the same, and FIG. 9 is a plan view of the same. 10 is a plan view of the wedge, FIG. 11 is a front view of the same,
FIG. 12 is a partially cutaway plan view showing an embodiment of the present invention, FIG.
The figure is a perspective view showing how to construct a conventional weir board. (11) …… Weir plate, (11a) …… Joint end face of weir plate (12) …… Main member, (12a) …… Coupling surface, (12b) …… Coating surface (12c) (13b) …… Hole , (13) …… Secondary member, (13a)…
… Joining surface (13c) …… Clamping surface, (14) …… Wedge

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】対向するせき板の接合端面間に挿入すると
ともに接合端面からせき板の背後へ突出する連結面と、
せき板のコンクリート打設側の継目を被う被覆面とをT
字形に連設し、かつ、連結面に楔打ち込み用の穴を設け
た主部材と、主部材の連結面と合着する接合面に主部材
に設けた穴と連通する楔打ち込み用の穴を設け、かつ、
接合面の端部をL形に屈曲してせき板の側端部に接し前
記被覆面とともにせき板の側端部を挟む挟圧面を設けた
一対の副部材とから成るせき板の継目連結部材。
1. A connecting surface which is inserted between the joint end faces of opposing weir plates and which protrudes from the joint end faces to the rear of the weir plate.
T with the covering surface covering the seam on the concrete placing side of the weir board.
A main member that is connected in a letter shape and has a hole for wedge driving on the connecting surface, and a hole for wedge driving that communicates with the hole provided on the main member on the joint surface that joins with the connecting surface of the main member. Provided and
A joint connecting member of a weir plate, which is formed by bending an end portion of the joint surface into an L shape and is in contact with a side end portion of the weir plate, and a pair of sub-members provided with a pressing surface for sandwiching the side end portion of the weir plate together with the covering surface. .
JP3824390U 1990-04-09 1990-04-09 Cement board seam connection member Expired - Lifetime JPH076349Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3824390U JPH076349Y2 (en) 1990-04-09 1990-04-09 Cement board seam connection member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3824390U JPH076349Y2 (en) 1990-04-09 1990-04-09 Cement board seam connection member

Publications (2)

Publication Number Publication Date
JPH03128155U JPH03128155U (en) 1991-12-24
JPH076349Y2 true JPH076349Y2 (en) 1995-02-15

Family

ID=31546072

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3824390U Expired - Lifetime JPH076349Y2 (en) 1990-04-09 1990-04-09 Cement board seam connection member

Country Status (1)

Country Link
JP (1) JPH076349Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6074950B2 (en) * 2012-08-28 2017-02-08 清水建設株式会社 Tunnel lining formwork

Also Published As

Publication number Publication date
JPH03128155U (en) 1991-12-24

Similar Documents

Publication Publication Date Title
JPH076349Y2 (en) Cement board seam connection member
JPH0133624B2 (en)
JPH08165727A (en) Construction panel body and joint method thereof
JPH03217538A (en) Block body for constructing use
JPH0718841Y2 (en) Basic formwork assembly corner hardware
JPH0416847Y2 (en)
JPH0721684Y2 (en) Wood panel joint structure
JP2548041B2 (en) Bonding structure of large panel for wood structure
JP2001081798A (en) Connection structure for internal wall constitution member
JPH0747529Y2 (en) Metal fittings for building columns
JPH0541146Y2 (en)
JPH0736996Y2 (en) Concrete formwork columns
JPH0738370Y2 (en) Concrete sheet pile joint device
JPH09209568A (en) Form corner part assembling device
JP3038059U (en) Opening formwork for concrete wall opening formation
JP3048430U (en) Joint fittings for concrete formwork assembly
JP2501766B2 (en) Weir plate joint structure
JPS6137720Y2 (en)
JPH0447090B2 (en)
JP2505629Y2 (en) Wall panel joint structure
JPS5940514Y2 (en) Concrete formwork joint fittings
JP2577024Y2 (en) Roof panel connection structure
JPS6223867Y2 (en)
JPS6330455B2 (en)
JPH0531159Y2 (en)