JPH09229240A - Floor through hole forming tool - Google Patents
Floor through hole forming toolInfo
- Publication number
- JPH09229240A JPH09229240A JP3642596A JP3642596A JPH09229240A JP H09229240 A JPH09229240 A JP H09229240A JP 3642596 A JP3642596 A JP 3642596A JP 3642596 A JP3642596 A JP 3642596A JP H09229240 A JPH09229240 A JP H09229240A
- Authority
- JP
- Japan
- Prior art keywords
- hole
- hole forming
- forming
- bottom edge
- floor
- 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
Links
- 239000013013 elastic material Substances 0.000 claims abstract description 7
- 229920001971 elastomer Polymers 0.000 claims description 5
- 239000000806 elastomer Substances 0.000 claims description 4
- 238000009415 formwork Methods 0.000 claims description 3
- 238000000465 moulding Methods 0.000 claims 1
- 244000043261 Hevea brasiliensis Species 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 229920003052 natural elastomer Polymers 0.000 description 4
- 229920001194 natural rubber Polymers 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 239000004636 vulcanized rubber Substances 0.000 description 1
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
- F16L5/00—Devices for use where pipes, cables or protective tubing pass through walls or partitions
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、コンクリートの床
に貫通孔を形成するための床貫通孔形成具に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor through hole forming tool for forming a through hole in a concrete floor.
【0002】[0002]
【従来の技術】従来、この種の床貫通孔形成具として
は、単に、紙製の筒体が用いられていた。このような紙
筒は、長尺の紙筒から、打設施工すべきコンクリート充
填空間の厚みに合わせた筒体を切り出し、その筒体を貫
通孔を形成すべき位置に固定して用いられ、前記コンク
リート充填空間内にコンクリートを打設施工し、凝結硬
化した後には、前記筒体は、形成された貫通孔内から剥
離除去されていた。2. Description of the Related Art Conventionally, as a floor through-hole forming tool of this type, a paper cylinder is simply used. Such a paper tube is used by cutting out a tube body that matches the thickness of the concrete-filled space to be cast from a long paper tube and fixing the tube body at the position where a through hole should be formed. After the concrete was poured into the concrete-filled space and set and hardened, the tubular body was peeled and removed from the formed through-hole.
【0003】[0003]
【発明が解決しようとする課題】上述した従来の床貫通
孔形成具によれば、前記コンクリートをが硬化した後
に、形成された貫通孔内から剥離除去すると、形状が大
きく変化して、(通常は破れる)再利用不可能な状態に
なってしまい、使い捨てとなるために、不経済であるこ
とが指摘されており、再利用可能な構成にしてコスト安
を図る事が望まれていた。また、前記筒体は、長尺の紙
筒を切り出しただけの円筒形状であるから、前記貫通孔
には、通常配管等を挿通施工した後、前記挿通させた前
記配管等と、貫通孔の内壁面との間の隙間にモルタルを
充填する事が行われているものの、前記隙間にモルタル
を充填するには、そのモルタルを前記隙間内に保持する
保持手段が別途必要になるなど、貫通孔を形成した後の
補充施工に手間がかかったり、前記保持手段として別部
材が必要となってコスト高になるという問題点もあっ
た。According to the above-mentioned conventional floor through-hole forming tool, when the concrete is hardened and then peeled and removed from the formed through-hole, the shape is largely changed, and It has been pointed out that it is uneconomical because it becomes a non-reusable state and becomes disposable, and it has been desired to make the structure reusable to reduce costs. Further, since the tubular body is a cylindrical shape obtained by simply cutting out a long paper tube, the through hole is usually inserted through a pipe or the like, and then the inserted pipe or the like, and a through hole. Although the mortar is filled in the gap between the inner wall surface and the mortar, a holding means for holding the mortar in the gap is required to fill the gap. There is also a problem that it takes time and effort to replenish the work after forming the ridge, and a separate member is required as the holding means, resulting in a high cost.
【0004】そこで、本発明の目的は、上記欠点に鑑
み、再利用容易で、かつ、内部に配管を施工容易な貫通
孔を形成できる床貫通孔形成具を提供することにある。Therefore, in view of the above-mentioned drawbacks, an object of the present invention is to provide a floor through-hole forming tool which can be easily reused and can be formed with a piping therein.
【0005】[0005]
【課題を解決するための手段】この目的を達成するため
の本発明の床貫通孔形成具の特徴構成は、コンクリート
充填空間内に配置するための貫通孔形成筒部材と、前記
貫通孔形成筒部材の一端側に、貫通孔の内側に張り出す
底縁部を形成するための筒状の底縁部形成部材とを設け
るとともに、前記貫通孔形成筒部材と、前記底縁部形成
部材とを共に可撓性の弾性材から成型し、前記底縁部形
成部材を形成するに、前記貫通孔形成筒部材の一端開口
部に嵌合自在な嵌合連結部を一端側に設けるとともに、
前記貫通孔形成筒部材の内側から、前記コンクリート充
填空間内の型枠パネルにクギ打ち固定可能なクギ打ち部
を他端側に設け、前記クギ打ち部と前記嵌合連結部との
間に、前記他端側を前記一端側よりも小径に形成して、
前記クギ打ち部と、前記嵌合連結部との間に段部を形成
してあることにあり、前記筒部材の他端開口部を閉塞す
る蓋形成部材を、前記他端開口部に着脱自在に構成して
あれば好ましく、前記筒部材、及び、前記底面形成部材
を、スプリング硬さHs(JIS A)が50°〜90
°のエラストマーから形成してあればなお良い。その作
用効果は以下の通りである。To achieve this object, the floor through-hole forming tool of the present invention is characterized by a through-hole forming cylinder member for arranging in a concrete filling space, and the through-hole forming cylinder. A tubular bottom edge forming member for forming a bottom edge projecting to the inside of the through hole is provided on one end side of the member, and the through hole forming tubular member and the bottom edge forming member are provided. Both are molded from a flexible elastic material, and in forming the bottom edge forming member, a fitting connecting portion that can be fitted into one end opening of the through hole forming tubular member is provided on one end side,
From the inside of the through-hole forming tubular member, a nailing part capable of nailing and fixing to a formwork panel in the concrete filling space is provided on the other end side, and between the nailing part and the fitting connection part, The other end side is formed to have a smaller diameter than the one end side,
A step forming portion is formed between the nail driving portion and the fitting connecting portion, and a lid forming member that closes the other end opening portion of the tubular member can be freely attached to and detached from the other end opening portion. It is preferable that the spring hardness Hs (JIS A) of the cylindrical member and the bottom surface forming member is 50 ° to 90 °.
It is even better if it is formed from a ° elastomer. The effects are as follows.
【0006】〔作用・効果〕つまり、貫通孔形成筒部材
と底縁部形成部材とを設けて、床貫通孔形成具を構成し
てあるから、形成される貫通孔には、内側に張り出す底
縁部が形成されるので、前記貫通孔と、その貫通孔に配
設した配管等との隙間を、前記底縁部を用いて塞ぐこと
が容易になる。すなわち、前記底縁部形成部材を形成す
るに、前記貫通孔形成筒部材の一端開口部に嵌合自在な
嵌合連結部を一端側に設けるとともに、前記貫通孔形成
筒部材の内側から、前記コンクリート充填空間内の型枠
パネルにクギ打ち固定可能なクギ打ち部を他端側に設
け、前記クギ打ち部と前記嵌合連結部との間に、前記他
端側を前記一端側よりも小径に形成して、前記クギ打ち
部と、前記嵌合連結部との間に段部を形成してあるか
ら、形成される貫通孔には、前記段部によって底縁部が
形成されるから、例えば前記貫通孔に配設した配管等と
の隙間に充填物を充填する際にその充填物を受ける底板
材を配設するための台座としてその底縁部を利用する事
ができる。 また、前記貫通孔形成筒部材と、前記底縁
部形成部材とを共に可撓性の弾性材から成型してあるか
ら、貫通孔を成形施工した後は、前記貫通孔内部から前
記両部材を取り除く際に、それぞれの部材を撓ませなが
ら貫通孔内部から剥離させれば、容易に剥離可能に構成
できる。また、剥離した両部材は剥離する際に弾性変形
するだけで、剥離後にはもとの形状に戻せるから、再利
用することができる。尚、このとき、前記筒部材は、側
壁を単純な筒形状に成型してあれば、撓み変形が容易で
あるとともに、汎用性の高い長尺の筒体を切り出して筒
部材を構成できるので、打設すべきコンクリートの厚み
に対応しやすい。[Operation / Effect] That is, since the floor through-hole forming tool is configured by providing the through-hole forming cylinder member and the bottom edge forming member, the formed through-hole projects inward. Since the bottom edge portion is formed, it is easy to close the gap between the through hole and the pipe or the like arranged in the through hole using the bottom edge portion. That is, in forming the bottom edge forming member, a fitting connecting portion that can be fitted into the one end opening of the through hole forming cylinder member is provided on one end side, and from the inside of the through hole forming cylinder member, A nailing part capable of nailing and fixing to a formwork panel in a concrete-filled space is provided on the other end side, and the other end side is smaller in diameter than the one end side between the nailing part and the fitting connection part. Since the stepped portion is formed between the nail striking portion and the fitting connection portion, a bottom edge portion is formed by the stepped portion in the formed through hole, For example, the bottom edge portion can be used as a pedestal for arranging a bottom plate material that receives the filling material when filling the clearance with the pipe or the like arranged in the through hole. Further, since both the through hole forming cylinder member and the bottom edge forming member are molded from a flexible elastic material, after the through hole is molded and constructed, the both members are removed from the inside of the through hole. At the time of removal, if each member is bent and peeled from the inside of the through hole, it can be easily peeled. Further, both the peeled members can be reused because they can be returned to the original shape after the peeling only by elastically deforming. At this time, the tubular member can be easily deformed flexibly if the side wall is molded into a simple tubular shape, and a tubular member having a high versatility can be cut out to form the tubular member. Easily adaptable to the thickness of concrete to be poured.
【0007】前記筒部材の他端開口部を閉塞する蓋形成
部材を、前記他端開口部に着脱自在に構成してあれば、
コンクリートの打設施工時に前記筒部材中にコンクリー
ト材料が入ってしまう不都合を防止できるとともに、前
記筒部材と、前記底縁部形成部材とを嵌合させた高さよ
りもやや厚くコンクリートを打設施工したとしても前記
貫通孔を形成し易い。If a lid forming member for closing the other end opening of the tubular member is detachably attached to the other end opening,
It is possible to prevent the inconvenience that concrete material enters into the tubular member at the time of placing the concrete, and to cast the concrete slightly thicker than the height at which the tubular member and the bottom edge forming member are fitted. Even if it does, it is easy to form the through hole.
【0008】前記筒部材、及び、前記底面形成部材は、
柔らかすぎるとコンクリート打設時にコンクリートの流
入圧で撓み変形して貫通孔の寸法精度が低くなってしま
い、また、硬すぎるとコンクリート打設後に、撓み変形
による貫通孔内からの除去が困難になるという観点か
ら、スプリング硬さHs(JIS A)が50°〜90
°のエラストマーから形成してあることが望ましい。The cylindrical member and the bottom surface forming member are
If it is too soft, it will bend and deform due to the inflow pressure of concrete when pouring concrete, and the dimensional accuracy of the through hole will be low.If it is too hard, it will be difficult to remove it from the through hole due to bending deformation after concrete pouring From the viewpoint, the spring hardness Hs (JIS A) is 50 ° to 90.
It is desirable that it be formed from an elastomer of °.
【0009】従って、再利用容易で、かつ、内部に配管
を施工容易な貫通孔を形成できる床貫通孔形成具を提供
することができ、配管施工にかかる省力化、床貫通孔形
成具再利用による省資源化によって、配管施工をコスト
安にできるようになった。Therefore, it is possible to provide a floor through-hole forming tool which is easy to reuse and can form a through-hole in which piping can be easily installed. Labor saving in piping construction and reuse of floor through-hole forming tool can be provided. By saving resources through, the cost of piping construction can be reduced.
【0010】[0010]
【発明の実施の形態】以下に本発明の実施例を図面に基
づいて説明する。図1に示すように、本発明の床貫通孔
形成具は、貫通孔形成筒部材1と、前記貫通孔形成筒部
材1の一端開口部11に嵌合し、型枠パネルAにクギ打
ち固定する底縁部形成部材2とを可撓性の弾性材から成
型してあるとともに、前記貫通孔形成筒部材1の他端開
口部12を閉塞する蓋形成部材3を、前記他端開口部に
着脱自在に構成してある。Embodiments of the present invention will be described below with reference to the drawings. As shown in FIG. 1, the floor through-hole forming tool of the present invention is fitted into the through-hole forming tubular member 1 and one end opening 11 of the through-hole forming tubular member 1 and nailed and fixed to the form panel A. The bottom edge forming member 2 is molded from a flexible elastic material, and the lid forming member 3 that closes the other end opening 12 of the through hole forming cylinder member 1 is provided in the other end opening. It is configured to be removable.
【0011】前記貫通孔形成筒部材1は、JIS K
6301(加硫ゴム物理試験方法)によるスプリング硬
さHs(JIS A)が75°の天然ゴムからなり、厚
さ6mmで内径248mmの筒状に形成してあり、長尺
のチューブから所定長さに切断して用いられる。The through hole forming cylinder member 1 is JIS K
6301 (vulcanized rubber physical test method) is made of natural rubber having a spring hardness Hs (JIS A) of 75 ° and is formed into a tubular shape having a thickness of 6 mm and an inner diameter of 248 mm. Used by cutting into.
【0012】前記底縁部形成部材2は、前記スプリング
硬さHs(JIS A)が65°の天然ゴムからなり、
厚さ6mmで内径188mmの筒部21を設け、前記筒
部21の外側に出っ張り、前記貫通孔形成筒部材1の一
端開口部11に嵌合自在な嵌合連結部22を前記筒部2
1の一端側に設けるとともに、前記貫通孔形成筒部材1
の内側から、前記コンクリート充填空間B内の型枠パネ
ルAにクギ打ち固定可能な前記筒部21から内側に出っ
張るつば状のクギ打ち部23を他端側に設けて構成して
ある。The bottom edge forming member 2 is made of natural rubber having a spring hardness Hs (JIS A) of 65 °.
A tubular portion 21 having a thickness of 6 mm and an inner diameter of 188 mm is provided, the tubular portion 21 projects outside the tubular portion 21, and the fitting connecting portion 22 that can be fitted into the one end opening 11 of the through hole forming tubular member 1 is provided in the tubular portion 2.
1 is provided on one end side and the through hole forming cylinder member 1 is provided.
From the inside, a brim-shaped nailing portion 23 protruding inward from the cylindrical portion 21 that can be nailed and fixed to the form panel A in the concrete filling space B is provided on the other end side.
【0013】前記蓋形成部材3は、前記スプリング硬さ
Hs(JIS A)が65°の天然ゴムからなり、厚さ
10mm半径130mmの円盤状の蓋部31に、前記筒
部材1の他端開口部12への嵌合取付部32を設けて構
成してある。The lid forming member 3 is made of natural rubber having a spring hardness Hs (JIS A) of 65 °, and has a disc-shaped lid portion 31 having a thickness of 10 mm and a radius of 130 mm, and the other end opening of the tubular member 1. A fitting mounting portion 32 for the portion 12 is provided and configured.
【0014】このような床貫通孔形成具を用いて貫通孔
Hを形成する場合には、床形成用型枠Aの貫通孔Hを形
成すべき位置に、前記底縁部形成部材2のクギ打ち部2
3にクギCを打ち込んで固定し、前記貫通孔形成筒部材
1に、前記底縁部形成部材2及び蓋形成部材3を連結
し、前記床貫通孔形成具に組み立てた状態にする(図2
参照)。この状態で前記床貫通孔形成具には、前記クギ
打ち部23と、前記嵌合連結部22との間に段部24を
形成した状態になる。次に、コンクリート床形成空間B
にコンクリートを打設し(図3参照)、前記床貫通孔形
成具の前記蓋形成部材3を掘り起こす。そして、前記蓋
形成部材3、前記貫通孔形成筒部材1、及び前記底縁部
形成部材2を順次前記貫通孔Hの内壁部から引き剥がし
て除去すると(図4参照)、前記コンクリート床には、
厚み方向の中間に底縁部Dを有する貫通孔Hが形成され
る。When the through hole H is formed using such a floor through hole forming tool, the nail of the bottom edge forming member 2 is provided at a position where the through hole H of the floor forming frame A is to be formed. Striking part 2
The nail C is hammered into and fixed to 3, and the bottom edge forming member 2 and the lid forming member 3 are connected to the through hole forming cylinder member 1 to be assembled into the floor through hole forming tool (FIG. 2).
reference). In this state, the floor through-hole forming tool has a step portion 24 formed between the nail driving portion 23 and the fitting connecting portion 22. Next, concrete floor formation space B
Concrete is poured into the floor (see FIG. 3), and the lid forming member 3 of the floor through hole forming tool is dug up. Then, when the lid forming member 3, the through hole forming cylinder member 1, and the bottom edge forming member 2 are sequentially peeled off from the inner wall portion of the through hole H and removed (see FIG. 4), the concrete floor is not removed. ,
A through hole H having a bottom edge portion D is formed in the middle in the thickness direction.
【0015】尚、この貫通孔Hは、内部に配管Pを貫通
させた状態で、前記底縁部Dに円管状の底板材Eを設け
るとともに、前記配管Pの周りにゴム製の防振材Fを巻
き付け、さらに、前記配管Pと前記貫通孔H内壁面との
間に充填材を充填した状態にして用いられる(図5参
照)。The through hole H is provided with a circular tubular bottom plate E at the bottom edge D with the pipe P penetrating inside, and a rubber vibration isolator around the pipe P. It is used in a state in which F is wound and a filler is filled between the pipe P and the inner wall surface of the through hole H (see FIG. 5).
【0016】以下に別実施形態を説明する。先の実施例
では、前記蓋形成部材3、前記貫通孔形成筒部材1、及
び前記底縁部形成部材2を共に、天然ゴムから形成した
が、これに限らず、可撓性を有し、かつ、復元力を有す
るエラストマー及び樹脂材から形成してあればよく、こ
れらを総称して可撓性の弾性材と呼ぶ。また、前記可撓
性の弾性材の硬さについても、スプリング硬さHs(J
IS A)が50°〜90°としてあれば好ましく、上
記実施例の構成に限られるものではない。Another embodiment will be described below. In the above embodiment, the lid forming member 3, the through hole forming cylinder member 1, and the bottom edge forming member 2 are all formed of natural rubber, but the present invention is not limited to this, and has flexibility. Moreover, it may be formed of an elastomer and a resin material having a restoring force, and these are collectively referred to as a flexible elastic material. Regarding the hardness of the flexible elastic material, the spring hardness Hs (J
It is preferable that ISA) is 50 ° to 90 °, and it is not limited to the configuration of the above embodiment.
【0017】尚、特許請求の範囲の項に、図面との対照
を便利にするために符号を記すが、該記入により本発明
は添付図面の構成に限定されるものではない。In the claims, reference numerals are provided for convenience of comparison with the drawings, but the present invention is not limited to the configuration shown in the attached drawings.
【図1】本発明の床貫通孔形成具の分解斜視図FIG. 1 is an exploded perspective view of a floor through-hole forming tool of the present invention.
【図2】本発明の床貫通孔形成具の施工工程図FIG. 2 is a process drawing of the floor through hole forming tool of the present invention.
【図3】本発明の床貫通孔形成具の施工工程図FIG. 3 is a construction process diagram of the floor through-hole forming tool of the present invention.
【図4】本発明の床貫通孔形成具の施工工程図FIG. 4 is a process drawing of the floor through hole forming tool of the present invention.
【図5】本発明の床貫通孔形成具の施工工程図FIG. 5 is a construction process diagram of the floor through hole forming tool of the present invention.
1 貫通孔形成筒部材 11 一端開口部 12 他端開口部 2 底縁部形成部材 22 嵌合連結部 24 段部 3 蓋形成部材 1 Through Hole Forming Cylindrical Member 11 One End Opening 12 Other End Opening 2 Bottom Edge Forming Member 22 Fitting Connecting Part 24 Step Part 3 Lid Forming Member
Claims (3)
るための貫通孔形成筒部材(1)と、前記貫通孔形成筒
部材(1)の一端側に、貫通孔の内側に張り出す底縁部
(D)を形成するための筒状の底縁部形成部材(2)と
を設けるとともに、前記貫通孔形成筒部材(1)と、前
記底縁部形成部材(2)とを共に可撓性の弾性材から成
型し、前記底縁部形成部材(2)を形成するに、前記貫
通孔形成筒部材(1)の一端開口部(11)に嵌合自在
な嵌合連結部(22)を一端側に設けるとともに、前記
貫通孔形成筒部材(1)の内側から、前記コンクリート
充填空間(B)内の型枠パネル(A)にクギ打ち固定可
能なクギ打ち部(23)を他端側に設け、前記クギ打ち
部(23)と前記嵌合連結部(22)との間に、前記他
端側を前記一端側よりも小径に形成して、前記クギ打ち
部(23)と、前記嵌合連結部(22)との間に段部
(24)を形成してある床貫通孔形成具。1. A through hole forming cylinder member (1) for arranging in a concrete filling space (B), and a bottom edge projecting inside the through hole on one end side of the through hole forming cylinder member (1). A tubular bottom edge forming member (2) for forming the portion (D) is provided, and the through hole forming tubular member (1) and the bottom edge forming member (2) are both flexible. Fitting connection part (22) which can be fitted into one end opening part (11) of the through hole forming tubular member (1) to form the bottom edge part forming member (2) by molding from a flexible elastic material. Is provided on one end side, and a nailing portion (23) capable of nailing and fixing from the inside of the through hole forming cylinder member (1) to the formwork panel (A) in the concrete filling space (B) at the other end. On the side, and the other end side from the one end side between the nail driving section (23) and the fitting connection section (22). A floor through-hole forming tool having a smaller diameter than that of the nail driving section (23) and a step section (24) formed between the fitting connection section (22).
部(12)を閉塞する蓋形成部材(3)を、前記他端開
口部(12)に着脱自在に構成してある請求項1に記載
の床貫通孔形成具。2. A lid forming member (3) for closing the other end opening (12) of the through-hole forming cylinder member (1) is detachably attached to the other end opening (12). Item 2. The floor through-hole forming tool according to Item 1.
記底面形成部材(2)を、スプリング硬さHs(JIS
A)が50°〜90°のエラストマーから形成してあ
る請求項1〜2のいずれかに記載の床貫通孔形成具。3. The through hole forming cylinder member (1) and the bottom surface forming member (2) are provided with spring hardness Hs (JIS
The floor through hole forming tool according to any one of claims 1 and 2, wherein A) is formed of an elastomer having a angle of 50 ° to 90 °.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3642596A JPH09229240A (en) | 1996-02-23 | 1996-02-23 | Floor through hole forming tool |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3642596A JPH09229240A (en) | 1996-02-23 | 1996-02-23 | Floor through hole forming tool |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH09229240A true JPH09229240A (en) | 1997-09-05 |
Family
ID=12469479
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3642596A Pending JPH09229240A (en) | 1996-02-23 | 1996-02-23 | Floor through hole forming tool |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH09229240A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101401343B1 (en) * | 2012-12-17 | 2014-05-29 | 경일프라스틱산업 (주) | Fire resisting structure in sleeve, constructing method thereof, and sleeve used therein |
KR101647362B1 (en) | 2015-12-30 | 2016-08-23 | 고의환 | Interlayer fire protection fixtures |
-
1996
- 1996-02-23 JP JP3642596A patent/JPH09229240A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101401343B1 (en) * | 2012-12-17 | 2014-05-29 | 경일프라스틱산업 (주) | Fire resisting structure in sleeve, constructing method thereof, and sleeve used therein |
KR101647362B1 (en) | 2015-12-30 | 2016-08-23 | 고의환 | Interlayer fire protection fixtures |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US20060236645A1 (en) | Construction clip | |
US20060283137A1 (en) | Side-attached anchor bolt holding bracket | |
JPH09229240A (en) | Floor through hole forming tool | |
US20060225373A1 (en) | Construction clip | |
US4842240A (en) | Conduit positioner for concrete form structure | |
JP3649724B2 (en) | Top level control tool for housing foundation | |
KR20210001050U (en) | Retaining Holder of Supporting Rebar of Electric Wire Guide Duct for Building | |
JP4395434B2 (en) | In-situ hollow concrete slab structure and its construction method | |
JP2008285955A (en) | Through-hole forming molding flask device and through-hole construction method | |
JPH1177646A (en) | Durable form and production of concrete unit | |
WO1995016140A1 (en) | Concrete buried body and setting tool | |
EP0434593B1 (en) | Concrete pipe with step | |
JPH0346626B2 (en) | ||
JPH0439908Y2 (en) | ||
JPH084287A (en) | Method for providing concrete floor surface of column body, and jig used therefor | |
JPH08326308A (en) | Concrete placing form, and form sheet | |
JP3122440B1 (en) | Formwork for cement products | |
CA2219825C (en) | A method for production of reinforcement chairs and a mould for use in the production | |
JPH10245896A (en) | Insert for ceiling | |
JPH10245986A (en) | Penetrating frame member for concrete beam | |
JPH07166703A (en) | Form device for support column emedding hole and support column construction method | |
JPH02248575A (en) | Construction of pipe-through part in concrete wall and box former therefor | |
JPS6242054Y2 (en) | ||
JP2000080661A (en) | Fixing structure of anchor member, and anchor planting hole molding jig | |
JPH07300904A (en) | Insert base for concrete form and its fixing method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20050823 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20050901 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20051222 |