JPH04136362A - Joint member for support concrete of floor face of building and construction method of joint - Google Patents

Joint member for support concrete of floor face of building and construction method of joint

Info

Publication number
JPH04136362A
JPH04136362A JP25359090A JP25359090A JPH04136362A JP H04136362 A JPH04136362 A JP H04136362A JP 25359090 A JP25359090 A JP 25359090A JP 25359090 A JP25359090 A JP 25359090A JP H04136362 A JPH04136362 A JP H04136362A
Authority
JP
Japan
Prior art keywords
joint
joint material
floor
concrete
joints
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.)
Pending
Application number
JP25359090A
Other languages
Japanese (ja)
Inventor
Hideaki Tsubota
坪田 英昭
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.)
YAMAIDE KOSAN KK
Original Assignee
YAMAIDE KOSAN 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 YAMAIDE KOSAN KK filed Critical YAMAIDE KOSAN KK
Priority to JP25359090A priority Critical patent/JPH04136362A/en
Publication of JPH04136362A publication Critical patent/JPH04136362A/en
Pending legal-status Critical Current

Links

Landscapes

  • Floor Finish (AREA)
  • Building Environments (AREA)

Abstract

PURPOSE:To make it easy to wrap and transport joint members for support concrete by connecting molded expandable joint members together by means of hinges so as to arrange the joint members into the shape of a rectangular frame, and enabling the joint member on each side to be folded in the horizontal direction while in its standing position. CONSTITUTION:Molded expandable joint members 1 are each' formed by a joint member main body 2 made of synthetic resin foam and a hard cap 3 fitted over the joint main body 2 and an adhesive layer 4 made of butyl rubber and the like is stuck to each of recessed portions formed in both side faces of the cap 3. The length of each joint member 1 is fixed in the range of about 2 to 10m and the joint members 1 are connected together by a hinge connecting piece 14 to form connected bodies 15 of joint members and the connected bodies 15 are assembled into a rectangular frame. The joint member 1 on each side can be folded in the horizontal direction while in its standing position and wrapped and the joint members 1 are assembled into a rectangular frame and arranged into a square on the floor surface and then concrete is placed. Construction work for joints at a site is thereby facilitated.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、建築物の屋上その他の床面の防水層上に押
えコンクリートを打設する際に、押えコンクリートの打
設に先立って配設する目地材、及びその目地施工法に間
するものである。
[Detailed Description of the Invention] [Industrial Application Field] This invention provides a method for placing retainer concrete before placing retainer concrete on a waterproof layer on the roof or other floor surface of a building. This is a joint material used for joint construction, and a method for constructing the joint.

〔従来の技術〕[Conventional technology]

建築物の床面に防水層を形成し、この防水層上には押え
コンクリート層を形成する工法があると共に、押えコン
クリート層を形成するに先立フて防水層上に目地材を、
所要の間隔を保って縦横に升目状に配設固定している。
There is a construction method in which a waterproof layer is formed on the floor of a building, and a holding concrete layer is formed on top of this waterproof layer, and a joint material is placed on the waterproof layer before forming the holding concrete layer.
They are arranged and fixed in a square pattern vertically and horizontally, maintaining the required spacing.

〔発明が解決しようとする!!題〕[Invention tries to solve! ! Title]

従来建築物の床面防水層上に押えコンクリートを打設す
るに先立って目地材を縦横に升目状に配設し、且つ押え
コンクリートを流す際、目地材が伏倒乃至移動しないよ
うに目地材の両側面にモルタル団子を盛って目地材を支
えているが、このモルタル団子盛り作業は左官が行い、
且つ押えコンクリートの流し込み作業はモルタル団子の
硬化を待つ必要があり、更に押えコンクリートの流し込
み後流し込んだコンクリートを配設目地材の上端に一致
させて平らに均す作業は左官が行うものであるため、左
官の持機時間も含めて左官への支払い賃金がかさ張るこ
とになる。
Conventionally, before pouring concrete onto the waterproof layer of a building's floor, joint material is placed in grids vertically and horizontally, and when the concrete is poured, joint material is placed to prevent the joint material from falling over or moving. Mortar dumplings are placed on both sides of the joint to support the joint material, but this work is done by a plasterer.
In addition, it is necessary to wait for the mortar lumps to harden before pouring the retaining concrete, and furthermore, after pouring the retaining concrete, the work of leveling the poured concrete so that it matches the top edge of the joint material is to be done by a plasterer. , the wages paid to plasterers, including the time they spend on their machines, will increase.

この発明は上記の問題点を解決しようとするもので、そ
の目的とするところは、押えコンクリートの打設前に配
設した目地材へのモルタル団子盛り工程を省略して直ち
に押えコンクリートを流し込み、且つ流し込んだコンク
リートを均し伏上げて行くことができる目地材、並びに
目地施工法を提供しようとするものである。
This invention is an attempt to solve the above-mentioned problems, and its purpose is to omit the step of filling mortar into the joint material placed before pouring the retaining concrete, and to immediately pour the retaining concrete. Moreover, it is an object of the present invention to provide a joint material capable of leveling and leveling poured concrete, and a joint construction method.

〔課題を解決するための手段〕 上記のr!1題を解決するためにこの発明の1つは、合
成樹脂発泡体の目地材本体と、目地材本体に嵌着するキ
ャップからなる成型伸縮目地材を、1個が所要一定長さ
のものとした4個としヒンジ連結して角枠形になし得る
ようにすると共に各辺の目地材を起立位で水平方向に折
り畳み可能とし、又この目地材を、押えコンクリート打
設前に床面に角枠形にして升目状且つ千鳥状に配列し、
床面に固定・した脚材で支える目地施工法としたもので
ある。
[Means for solving the problem] The above r! In order to solve this problem, one of the inventions is to use a molded expandable joint material consisting of a joint material body made of synthetic resin foam and a cap that fits into the joint material body, each piece having a certain length. The joint material on each side can be folded horizontally in an upright position by connecting them with hinges to form a rectangular frame shape. Arranged in a frame shape and in a square and staggered pattern,
This is a joint construction method in which the structure is supported by legs fixed to the floor.

〔作用〕[Effect]

この発明の目地材は、各辺の目地材をヒンジ連結して角
枠形になし得ると共に、各辺の目地材を起立位で水平方
向に折り畳み梱包可能とし、且つ施工に当っては床面に
角枠形にして升目状(千鳥状)に配設し、且つ四隅部に
は床面に粘着剤で接着した、「十」字形溝壁を起立した
クロス脚を、又角枠形における各辺の目地材中央部には
「−」形溝壁を起立した中間脚を配して支持させること
て、目地材設置後直ちに押えコンクリートを打設するこ
とができる。
The joint material of the present invention can be formed into a square frame shape by connecting the joint materials on each side with hinges, and can be folded horizontally and packed in an upright position. The square frame shape is arranged in a square pattern (staggered pattern), and the four corners have cross legs with ``cross'' groove walls glued to the floor surface with adhesive. By arranging and supporting intermediate legs with upright "-" shaped groove walls in the center of the joint material on the sides, it is possible to pour concrete immediately after installing the joint material.

〔実施例〕〔Example〕

図面は本発明の実施例を示し、第1図は公知の、建築物
床面の押えコンクリート用成型伸縮目地材1であり、こ
の目地材は合成樹脂発泡体からなる目地材本体2と、目
地材本体2に嵌着した塩化ビニル樹脂やポリエチレン等
からなる硬質のキャップ3からなり、キャップ30両側
面の凹部には押えコンクリートとの接着性を有する、例
えば非加硫ブチルゴム等からなる粘着N4が粘着されて
いる。
The drawings show an embodiment of the present invention, and FIG. 1 shows a well-known molded expansion joint material 1 for pressing concrete on the floor of a building, and this joint material has a joint material main body 2 made of synthetic resin foam, and a joint material 1 made of a synthetic resin foam. It consists of a hard cap 3 made of vinyl chloride resin, polyethylene, etc. that is fitted onto the material body 2, and adhesive N4 made of, for example, non-vulcanized butyl rubber, which has adhesive properties with pressing concrete, is installed in the concave portions on both sides of the cap 30. It is glued.

5は目地材本体2の下半部に形成された、両面から対向
して切り込まれた複数段のスリットであり、床面のこう
配に合わせて最下段のスリット部から、下側の層を順次
切離除去するようにしである。
5 is a plurality of slits formed in the lower half of the joint material main body 2 and cut facing each other from both sides, and the lower layer is cut from the lowest slit in accordance with the gradient of the floor surface. They are to be cut and removed in sequence.

第2図(イ)は、目地材1を床面の防水層上に所要の間
隔を保って縦横に升目状に配設した際の、縦横の目地材
の交差部で床面に接着固定し目地材の交差部を支持する
クロス脚6、第2図(ロ)は縦横の目地材の中央部を支
持する中間#7を示し、クロスll16は基板部8上に
「十」字形の溝壁9、中間脚7は基板部10上に「−」
字形の溝壁11を夫々起立していると共に、基板部8,
10の下面には粘着剤層12と離型紙13がその順に夫
々積層しである。
Figure 2 (a) shows how the joint material 1 is glued and fixed to the floor surface at the intersections of the vertical and horizontal joint materials when the joint material 1 is arranged in a square pattern vertically and horizontally with the required spacing maintained on the waterproof layer of the floor surface. The cross legs 6 support the intersections of the joint materials, and FIG. 9. The intermediate leg 7 is placed on the base plate 10 with "-"
The letter-shaped groove walls 11 are respectively erected, and the base plate portions 8,
An adhesive layer 12 and a release paper 13 are laminated in this order on the lower surface of the film 10.

これらのクロス脚6並びに中間脚7も公知である。These cross legs 6 as well as intermediate legs 7 are also known.

こ、の発明は、目地材1が第3図に示すように所要長さ
、例えば2〜10mの範囲の一定長さのものとすると共
にその4本を粘着テープや軟質プラスチック薄片、又は
ヒンジ金具等からなる連結片14で連結した目地材連結
体15として角枠形に朝み立てられるが輸送する過程で
は一端側の連結片14aは他端側を遊離させて折り畳み
梱包し、現場で角枠形にする。
In this invention, the joint material 1 has a required length, for example, a constant length in the range of 2 to 10 m, as shown in FIG. In the morning, it is assembled into a rectangular frame shape as a joint joint material 15 connected by connecting pieces 14 consisting of connecting pieces 14, etc., but during the transportation process, the connecting pieces 14a on one end side are folded and packed with the other end separated, and the square frame is assembled on site. Make it into shape.

第4図の目地材連結体15aは第3図の目地材連結体1
5における目地材lを2個の分割体a。
The joint material connection body 15a in FIG. 4 is the joint material connection body 1 in FIG.
The joint material l in No. 5 is divided into two divided bodies a.

bとしてヒンジ連結した目地材1aを示し、第5図はこ
れを梱包するために折り畳んだ状態の−例を示す。
FIG. 5 shows the hinged joint material 1a, and FIG. 5 shows an example of the joint material la folded for packaging.

第6図は第3図に示す目地材連結体15を角枠形に鞘み
立てたものを床面に升目状で且つ千鳥状に配列して各辺
の目地材1のヒンジ連結部をクロス脚6で支持し、この
クロス脚に千鳥状対角位置の目地材連結体の対角連結部
を前記のクロス脚6の対角講評に嵌合支持させている。
FIG. 6 shows joint joints 15 shown in FIG. 3 sheathed in a rectangular frame shape, arranged on the floor in a grid pattern and in a staggered manner, and the hinge joints of the joint materials 1 on each side are crossed. It is supported by legs 6, and the diagonal connecting portions of the joint material connections at staggered diagonal positions are fitted and supported by the diagonal edges of the cross legs 6.

第7図は第6図中、円で囲んだ部分Aの拡大図であり、
I6は、第6図には省略したがクロス脚6における「十
」字形溝の中心に生じる孔部J7に詰めた、合成樹脂発
泡体等からなる棒片である。
Figure 7 is an enlarged view of the circled part A in Figure 6.
Although not shown in FIG. 6, I6 is a rod made of synthetic resin foam, etc., which is filled in the hole J7 formed at the center of the cross-shaped groove in the cross leg 6.

〔効果〕〔effect〕

この発明の1つの、建築物床面の押えコンクリート用目
地材としたことにより、以下に述べるような効果がある
By using this invention as a joint material for pressing concrete on the floor of a building, the following effects can be obtained.

(1)合成樹脂発泡体からなる目地材本体とキャップか
らなる成型伸縮目地材を、1個が所要一定長さのもの4
個、又は前記4個の目地材を偶数一定接数個に分割した
ものとしてこれらの目地材連結体をヒンジ連結して角枠
状になし得ると共に、各辺の目地材を起立位で水平方向
に折り畳み可能としたものであるから、折り畳むことで
梱包輸送が容易となる。
(1) Molded expandable joint material consisting of a joint material body made of synthetic resin foam and a cap, each piece having a certain length 4
or the above four joint materials can be divided into an even-numbered fixed number of joint materials, and these joint materials can be connected by hinges to form a square frame shape, and the joint materials on each side can be arranged horizontally in an upright position. Since it is foldable, it is easy to pack and transport by folding it.

(2)上記目地材連結体を角枠形にして升目状に配列す
ると共に、角枠形における四隅部をクロス脚の「十」字
形溝部に嵌合し、各辺の目地部の中央適所を中間脚の「
−」字形溝部で支持してクロス脚並びに中間脚を床面に
粘着層により接着固定するものであるから、現場での目
地施工が容易であると共に、従来の目地施工に見られる
、モルタル団子を盛って目地材を支える煩雑さがなく、
且つ従来の目地施工法に見られる、モルタル団子が硬化
するのを待った左官の待機時間も無くなって、升目状に
配設された目地材角枠部内に直ちに押えコンクリートを
流し込み、左官は流し込まれたコンクリートを直ちに均
し仕上げて行くことができる。
(2) Arrange the above-mentioned joint material connections in a square frame shape in a square shape, fit the four corners of the square frame shape into the cross-shaped grooves of the cross legs, and place the joints on each side at the appropriate center. middle leg
Since the cross legs and intermediate legs are supported in the "-"-shaped grooves and fixed to the floor surface with an adhesive layer, it is easy to construct the joints on site, and the mortar dumplings seen in conventional joint construction can be avoided. There is no need for the hassle of mounding and supporting the joint material.
In addition, there was no need for the plasterer to wait for the mortar balls to harden, which was the case with conventional joint construction methods, and the concrete was immediately poured into the joint corner frames arranged in a square pattern, and the plaster was poured. Concrete can be leveled and finished immediately.

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

図面は本発明に係わる建築物床面の押えコンクリート用
目地材、及びその目地施工法の実施例を示し、第1図は
本発明に用いる目地材の一例の斜視図、第2図(イ)(
ロ)は目地材を床面に固定するためのクロス脚及び中間
脚の斜視図、第3図第4図は本発明に係る目地材連結体
の昏倒の平面図、第5図は第4図の目地材連結体を梱包
するために半ば折り畳んだ状態の平面図、第6図は目地
材連結体を角枠形にした状態で床面に升目状(千鳥状)
に配設固定した状態の平面図、第7図は第6図中の円で
囲んだ部分の詳細を示す拡大平面図である。 1・・・・・・・・・成型伸縮目地材、2・・・・・・
・・・目地材本体。 3・・・・・・・・・キャップ、6・・・・・・・・・
クロス脚、7・・・・・・・・・中間脚、9・・・・・
・・・・クロス脚のr十ノ字形溝壁、】1・・・・・・
・・・中間脚の「−」字形溝壁、12・・・・・・・・
・クロス脚及び中間脚の粘着層+  14+  14a
・・・・・・・・・ヒンジ連結片、15.15a・・・
・・・・・・目地材連結体。 図面の浄書 第2図
The drawings show an embodiment of the joint material for holding down concrete for building floors and the joint construction method according to the present invention, FIG. 1 is a perspective view of an example of the joint material used in the present invention, and FIG. 2 (A) (
b) is a perspective view of the cross leg and intermediate leg for fixing the joint material to the floor surface; FIG. 3; FIG. 4 is a plan view of the joint material connection body according to the present invention; Figure 6 is a plan view of the joint material joints in a state that is half-folded for packaging. Figure 6 shows the joint joint material joints in a square frame shape and placed on the floor in a square pattern (staggered shape).
FIG. 7 is an enlarged plan view showing the details of the circled portion in FIG. 6. 1...... Molded expansion joint material, 2...
...The main body of the joint material. 3・・・・・・・・・Cap, 6・・・・・・・・・
Cross leg, 7...Middle leg, 9...
・・・・・・R-shaped groove wall of cross leg,】1...
..."-" shaped groove wall of middle leg, 12...
・Adhesive layer of cross leg and intermediate leg + 14+ 14a
......Hinge connection piece, 15.15a...
・・・・・・Glut material connection body. Engraving of the drawing, Figure 2

Claims (3)

【特許請求の範囲】[Claims] (1)合成樹脂発泡体の目地材本体と、目地材本体に嵌
着するキャップからなる成型伸縮目地材を、1個が所要
一定長さの範囲のものをヒンジ連結して目地材連結体と
し角枠形になし得ると共に、各辺目地部を起立位で水平
方向に折り畳み可能としたことを特徴とする建築物床面
の押えコンクリート用目地材。
(1) A molded expandable joint material consisting of a synthetic resin foam joint material body and a cap that fits onto the joint material body, each having a certain length, is connected by a hinge to form a joint material joint body. A joint material for pressing concrete on the floor of a building, which can be formed into a square frame shape, and each side joint part can be folded horizontally in an upright position.
(2)角枠形になし得る目地材連結体の各辺の目地材の
長さを所定一定長さのものとすると共に一定の偶数複数
個に分割し且つ分割各目地材を隣接する目地材とヒンジ
連結した請求項第1項記載の目地材。
(2) The length of the joints on each side of the joint joint, which can be made into a square frame shape, is set to a predetermined constant length, and the joints are divided into a certain even number of pieces, and each divided joint is divided into adjacent joints. The joint material according to claim 1, which is hingedly connected to the joint material.
(3)合成樹脂発泡体の目地材本体と、目地材本体に嵌
着したキャップとからなる所要一定長さの成型伸縮目地
材をヒンジ連結して目地材連結体とし角枠状とすると共
に床面に升目状に配列して各角枠部の四隅部を、床面上
に配設した、基板部の上面に「十」字形溝壁を起立した
クロス脚に嵌合支持させてこのクロス脚を、夫々の辺の
目地材の中央適所を嵌合支持する「一」字形溝壁を起立
した中間脚と共に床面に接着固定することを特徴とする
建築物床面への押えコンクリート用目地施工法。
(3) A molded expandable joint material consisting of a joint material body made of synthetic resin foam and a cap fitted to the joint material body, each having a required length, is connected by a hinge to form a joint joint material into a rectangular frame shape, and the floor The four corners of each square frame are arranged in a square pattern on the surface and are fitted and supported by cross legs which are arranged on the floor and have a "cross" shaped groove wall erected on the upper surface of the base plate. Construction of concrete joints on the floor of a building, characterized by adhesively fixing the "one"-shaped groove wall that fits and supports the joint material on each side at the appropriate center to the floor together with the upright intermediate legs. Law.
JP25359090A 1990-09-20 1990-09-20 Joint member for support concrete of floor face of building and construction method of joint Pending JPH04136362A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25359090A JPH04136362A (en) 1990-09-20 1990-09-20 Joint member for support concrete of floor face of building and construction method of joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25359090A JPH04136362A (en) 1990-09-20 1990-09-20 Joint member for support concrete of floor face of building and construction method of joint

Publications (1)

Publication Number Publication Date
JPH04136362A true JPH04136362A (en) 1992-05-11

Family

ID=17253489

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25359090A Pending JPH04136362A (en) 1990-09-20 1990-09-20 Joint member for support concrete of floor face of building and construction method of joint

Country Status (1)

Country Link
JP (1) JPH04136362A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011074565A (en) * 2009-09-29 2011-04-14 Sumitomo Forestry Co Ltd Joint member for form joint material, floor with joint, and construction method of floor with joint
JP2017082466A (en) * 2015-10-27 2017-05-18 株式会社松榮技研 Finishing method of concrete placing surface and top end setting device used therefor
JP2017089291A (en) * 2015-11-12 2017-05-25 株式会社松榮技研 Method and device for forming crack prevention groove on cast concrete surface

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011074565A (en) * 2009-09-29 2011-04-14 Sumitomo Forestry Co Ltd Joint member for form joint material, floor with joint, and construction method of floor with joint
JP2017082466A (en) * 2015-10-27 2017-05-18 株式会社松榮技研 Finishing method of concrete placing surface and top end setting device used therefor
JP2017089291A (en) * 2015-11-12 2017-05-25 株式会社松榮技研 Method and device for forming crack prevention groove on cast concrete surface

Similar Documents

Publication Publication Date Title
US6322045B1 (en) Rapid forming system for tilt-up pre-cast concrete wall panels (tilt panel screed system-tipss)
DK0378354T3 (en) Spatial frame construction
CA2208401C (en) Building panels
US4060948A (en) Structural frame for a building
WO2002066757A9 (en) A load bearing building panel
JPH04136362A (en) Joint member for support concrete of floor face of building and construction method of joint
JPH0771107A (en) Plastic material panel used for paved bed of terrace for building
AU778630B2 (en) A formwork component
JPH07238505A (en) Laying out frame of stepping stone
SE466661B (en) insulating
JP2591127Y2 (en) Balcony floor structure
AU2004202984B2 (en) Spacer for concrete form work and reinforcing
AU2020100365A4 (en) Spacer for concrete formwork and reinforcing
JPH02167902A (en) Frame for laying tread board
JP2790537B2 (en) Wooden brick laying frame
JPS5942449Y2 (en) Square hole molding formwork structure
JPH04194166A (en) Joint construction method for protecting concrete of building floor
JPH0716758Y2 (en) Formwork unit
JPH01235701A (en) Paving material and production thereof
JPH01226958A (en) Levelling method for wall panel
JPH0752862Y2 (en) Floor raised panel
AU748934B2 (en) Building panels
JPS5988568A (en) Decoration of concrete structure by forming threedimensionalembossed part to concrete wallsurface
GB2354020A (en) Building block former
JPS6011970Y2 (en) Foundation formwork equipment