JP3214693B2 - Void block fixing bracket, void block, half unit, simple floating stopper, and void slab construction method using these - Google Patents

Void block fixing bracket, void block, half unit, simple floating stopper, and void slab construction method using these

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Publication number
JP3214693B2
JP3214693B2 JP30327497A JP30327497A JP3214693B2 JP 3214693 B2 JP3214693 B2 JP 3214693B2 JP 30327497 A JP30327497 A JP 30327497A JP 30327497 A JP30327497 A JP 30327497A JP 3214693 B2 JP3214693 B2 JP 3214693B2
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JP
Japan
Prior art keywords
void
fixing
block
reinforcing bar
welded
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 - Fee Related
Application number
JP30327497A
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Japanese (ja)
Other versions
JPH11107423A (en
Inventor
純 島津屋
Original Assignee
純 島津屋
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/326Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、建築分野のうちボ
イドスラブの施工を簡素化する為のボイドブロック固定
金具、ボイドブロック、ハーフユニット及び簡易浮き止
め金具、並びにこれらを用いたボイドスラブ施工方法
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fixing of a void block for simplifying the installation of a void slab in the construction field.
Metal fittings, void blocks, half units and simple floating stoppers
The present invention relates to metal fittings and a method for constructing a void slab using the same .

【0002】[0002]

【従来の技術】従来のボイドスラブ部の工事形態として
は、鉄筋工がスラブ仮枠上に下端鉄筋を手組みした後、
ボイド工が下端鉄筋とは関連していないスラブ仮枠の下
部より固定して立ち上げたボイド型枠の受け金具に鉄管
製のボイド型枠を1本ずつ接続固定し、その上に再度鉄
筋工が上端鉄筋を手組して施工する方法が一般的であ
る。
2. Description of the Related Art Conventionally, as a construction form of a void slab portion, after a reinforcing steelworker manually assembles a lower reinforcing bar on a temporary slab frame,
Void work is fixed from the bottom of the slab temporary frame that is not related to the lower end reinforcing bar. However, it is common to construct the upper rebar by hand assembly.

【0003】また、工場で始めから適当な寸法の上下端
鉄筋の間にボイド型枠を挟み込んだ箱型のユニット状の
ものを仮枠上に敷き詰めた後、基準の長さに切断した差
し筋でユニット間相互を補強していくやり方も行われて
いる。
[0003] Further, a box-shaped unit having a void form sandwiched between upper and lower rebars of appropriate dimensions from the beginning in a factory is spread over a temporary frame, and then cut into a standard length. There is also a way to reinforce each other between units.

【0004】[0004]

【発明が解決しようとする課題】上記の一般的なボイド
スラブ部の工事形態では、現場での鉄筋工やボイド工等
の熟練工を多数必要とする上に、作業の分割で作業効率
が悪く人件費及び工事費の増大となる。
The above-mentioned general construction of the void slab requires a large number of skilled workers, such as a steel bar builder and a void builder, and the division of the work results in poor work efficiency and labor costs. And construction costs will increase.

【0005】また、手組み鉄筋作業と1本ずつのボイド
型枠設置作業では、これ以上の作業の効率化および熟練
工以外の作業員での施工が出来ないことで、今後の作業
性の向上及び深刻な熟練工不足には対処できない。
[0005] In addition, in the manual rebar work and the installation of one void formwork one by one, the work efficiency can be further improved and the work cannot be performed by workers other than skilled workers. It cannot cope with a serious shortage of skilled workers.

【0006】一方、ボイド型枠を上下端鉄筋に挟み込ん
だ箱型ユニットを仮枠上に敷き詰めるやり方は、設備や
電気配線の為の開口部を作る際、その性質から小さい穴
は、通常の切断器具が使用できず、危険率の高いガス切
断で開口作業を行う。
[0006] On the other hand, a method of laying a box-shaped unit in which a void form is sandwiched between upper and lower rebars on a temporary frame is a method of forming an opening for equipment and electric wiring. Equipment cannot be used, and opening work is performed by gas cutting, which has a high risk factor.

【0007】併せて、上下端鉄筋の始めからの箱型固定
により、下端鉄筋の開口補強筋の設置が困難であり、下
端鉄筋間の結束作業も難しく、熟練が必要となる上に、
ユニット間の差し筋の量も多く、差し筋の配置作業と結
束作業の増大により作業効率が悪くなる。
At the same time, the box-shaped fixing of the upper and lower rebars from the beginning makes it difficult to install opening reinforcements for the lower rebars, it is difficult to tie the lower rebars together, and it requires skill.
The amount of streaks between the units is also large, and the work efficiency deteriorates due to the increase in the work of arranging the streaks and the work of binding.

【0008】その上、箱型ユニットの自重が重いので常
に作業用のクレーンが作業条件となり、クレーンの作業
占有率が高くなり他の工種にも工期的な影響がでる。
In addition, since the weight of the box-type unit is heavy, the working crane is always in the working condition, the work occupation rate of the crane is increased, and other types of construction are affected by the construction period.

【0009】[0009]

【課題を解決するための手段】上記従来の課題を解決す
るために、本発明のボイドブロック固定金具は、2本の
下部補強鉄筋と、前記下部補強鉄筋に下部が溶接されボ
イド型枠の長手方向と直交する断面の外縁が当接される
鉄筋を有する側面形状が逆V型に形成されたボイド型枠
固定筋と、前記ボイド型枠固定筋の上部に溶接された上
部補強鉄筋と、を備えた構成を有している。さらに、下
部角形補強筋と、前記下部角形補強筋の長辺の各々に各
々の下部が溶接されボイド型枠の長手方向と直交する断
面の外縁が当接される鉄筋を有するボイド型枠固定筋
と、前記ボイド型枠固定筋の各々の上部に長辺の各々が
溶接された上部角形補強筋と、を備えた構成を有してい
る。 また、本発明のボイドブロックは、ボイドブロック
固定金具と、前記ボイドブロック固定金具の前記ボイド
型枠固定筋に挿通された前記ボイド型枠と、を備えた構
成を有している。 また、本発明のハーフユニットは、ボ
イドブロックと、前記ボイドブロックと結束固定された
上端鉄筋溶接金網と、を備えた構成を有している。
た、本発明の簡易浮き止め金具は、寸法調整回転バック
ル部と、前記寸法調整回転バックル部の一端部に螺着さ
れた鉄筋受フック部と、前記寸法調整回転バックル部の
他端部に一端部側が螺着された固定金具止めボルトと、
前記固定金具止めボルトの他端部に一端部が固着され他
端部側が前記固定金具止めボルトの一端部側に向いて拡
開している固定金具と、前記固定金具止めボルトに取り
付けられたコーンと、一端部が前記固定金具止めボルト
の前記寸法調整回転バックル部寄りに固着され他端部が
前記コーンに固着され前記コーンを前記固定金具側に付
勢するコーン固定バネと、を備えた構成を有している。
また、本発明のボイドスラブ施工方法は、仮枠上に下端
鉄筋溶接金網を配置する工程と、前記工程で配置された
前記下端鉄筋溶接金網上にボイドブロックを配置しボイ
ドブロック固定金具と前記下端鉄筋溶接金網との結束固
定、及び、前記ボイドブロック固定金具同士の結束固定
を行う工程と、前記工程で結束固定された前記ボイドブ
ロック固定金具上に上端鉄筋溶接金網を敷き詰めていく
工程と、を備えた構成を有している。さらに、仮枠上に
下端鉄筋溶接金網を配置する工程と、前記工程で配置さ
れた前記下端鉄筋溶接金網上にハーフユニットを配置す
工程と、を備えた構成を有している。 この構成によ
り、本発明は、従来一般的なやり方として作業員一人で
は移動できない寸法と重量素材のボイド型枠に変えて、
持ち運びが容易な一定長さの軽量素材のボイド型枠をボ
イドブロック固定金具に組み込んでボイドブロックを作
ることにより、そのボイドブロックを作業員一人で移動
でき、一本ずつ配置作業していたボイド型枠をブロック
単位で配置できる事で、作業性を格段に向上させる。
Means for Solving the Problems The above conventional problems are solved.
Therefore, the void block fixing bracket of the present invention has two
A lower reinforcing bar and a lower portion are welded to the lower reinforcing bar.
The outer edge of the cross section perpendicular to the longitudinal direction of the id form is abutted
Void formwork having a reinforcing bar with side profile formed in inverted V-shape
A fixing bar, and an upper portion welded to an upper portion of the void form fixing bar.
And a part reinforcing reinforcing bar. Furthermore, below
Partial square reinforcement and each of the long sides of the lower square reinforcement
The lower part is welded and cut perpendicular to the longitudinal direction of the void form.
Void form fixing bar having a reinforcing bar whose outer edge is abutted
And each of the long sides on each of the void form fixing muscles
And a welded upper square reinforcing bar.
You. Further, the void block of the present invention is a void block.
A fixing bracket and the void of the void block fixing bracket
The void formwork inserted through the formwork fixing muscle.
Have Also, the half unit of the present invention
Fixed to the void block and the void block
And a top reinforcing steel wire mesh. Ma
In addition, the simple floating stopper of the present invention has a dimension adjustment rotary back.
Screw and one end of the dimensional adjustment rotary buckle.
Of the reinforcing bar receiving hook part and the dimension adjustment rotating buckle part
A fixing bracket fixing bolt having one end screwed to the other end,
One end is fixed to the other end of the fixing bracket fixing bolt.
The end is expanded toward one end of the fixing bracket fixing bolt.
Take the open fixing bracket and the fixing bracket fixing bolt
The attached cone and one end of the fixing bracket fixing bolt
And the other end is fixed to the dimension adjustment rotary buckle part.
The cone is fixed to the cone and attached to the fixing bracket side.
And a biasing cone fixing spring.
In addition, the void slab construction method of the present invention has
A step of arranging the reinforcing steel wire mesh;
Place a void block on the lower reinforcing bar welded wire mesh
Binding between the metal block fixing bracket and the lower reinforcing steel wire mesh.
And binding and fixing the void block fixing brackets
And the void bund fixed and bound in the step
Spread the upper reinforcing steel wire mesh on the lock fixture
And a process. In addition, on the temporary frame
A step of arranging the lower end reinforcing wire mesh;
Place the half unit on the welded wire mesh
And a step of performing the above steps. With this configuration
Therefore, the present invention has been changed to a void form of dimensions and heavy material which cannot be moved by a worker alone as a general method in the past.
By creating a void block by incorporating a void form made of lightweight material of a fixed length that is easy to carry into the void block fixing bracket, the worker can move the void block by himself, and the void type that was arranged one by one Workability can be significantly improved by arranging frames in block units.

【0010】ボイドブロックの連結方法も、横連結はボ
イドブロック固定金具同士を結束することで、縦連結は
ボイド型枠自身の連結用凹凸成型を使うことによって、
簡単に連結ができることにより作業性の向上は元より全
く熟練工を必要としない現場施工ができる。
[0010] The connection method of the void block is also such that the horizontal connection is performed by binding the void block fixing brackets, and the vertical connection is performed by using the concavo-convex molding of the void form itself.
Since the connection can be easily performed, the workability can be improved without requiring any skilled workers.

【0011】さらに、工場で構造設計に添った上下端鉄
筋の配筋図を配送可能な寸法の割り付け図に変換し、そ
の図に従って製作した上下端鉄筋用の溶接金網とボイド
ブロック固定金具に組み込んだボイドブロック及び簡易
浮き止め金具を使い、施工現場の状況にあわせて、
(1)下端鉄筋溶接金網、ボイドブロック、上端鉄筋溶
接金網を別々に搬入施工するか、(2)下端鉄筋溶接金
網と上端鉄筋溶接金網にボイドブロックを組み込んだハ
ーフユニットを搬入施工するボイドスラブ施工方法を行
うことができる。
Further, the upper and lower rebar arrangement diagram according to the structural design at the factory is converted into a distribution map of dimensions that can be delivered, and is incorporated into the welding mesh and the void block fixing bracket for the upper and lower rebar manufactured according to the diagram. Using a void block and a simple floating stopper, according to the situation at the construction site,
(1) A void slab construction method in which the lower end reinforcement mesh, the void block, and the upper end reinforcement mesh are separately carried in, or (2) the lower unit reinforcement mesh and the half unit in which the void block is incorporated in the upper reinforcement mesh are carried in. It can be performed.

【0012】(1)(2)の方法とも、主要部分はすべ
て工場で製作するので、熟練工は不要であり、採寸加工
した溶接金網と軽量ボイドブロックの組み合わせで、
従来のような鉄筋工をボイド工の二工種の作業が、一工
種の作業として専門職でない作業員のみで行える。
As methods of [0012] (1) (2), all the major part is because the production at the factory, skilled workers is not required, a combination of measurements worked welded wire mesh and lightweight void block,
The conventional two types of work, namely, the reinforcement work and the void work, can be performed by only non-professional workers as one work.

【0013】また、箱型ユニットのように、常時クレー
ンを使用しなくても施工ができ、各種開口部の鉄筋切断
作業も上端鉄筋と下端鉄筋が分離しているので容易に電
動鉄筋切断器具を利用でき、危険率の高いガス切断器具
の使用はなく安全な作業である。
Further, as in the case of a box-type unit, construction can be carried out without using a crane at all times, and the reinforcing bar cutting work for various openings can be easily performed by the electric reinforcing bar cutting device because the upper and lower reinforcing bars are separated. It is a safe operation without the use of available and high risk gas cutting equipment.

【0014】その上、箱型ユニットと違い上端鉄筋と下
端鉄筋の分離施工により、溶接金網の製造時に継ぎ手部
分の必要長さを織り込んで採寸製造することができるの
で、差し筋をほとんど使用せず、溶接金網間の簡単な結
束作業だけで済み、熟練者を一人も必要としない。
In addition, unlike the box-type unit, by separating the upper reinforcing bar and the lower reinforcing bar, the required length of the joint portion can be woven in at the time of manufacturing the welded wire mesh, so that the measurement can be performed. Only a simple bundling operation between welding wire meshes is required, and no skilled person is required.

【0015】以上のように本発明は、ボイドブロック固
定金具、ハーフユニット及び簡易浮き止め金具、並びに
これらを用いたボイドスラブ施工方法を使うことによ
り、ボイド配置作業を簡素化し作業効率を上げるととも
に、今後の熟練工不足に対処した簡易作業形態であると
いうことを特徴として、人件費と工期短縮等による工事
費の削減等を提供することを目的とする。
[0015] As described above, the present invention, the void blocks a solid
Metal fittings, half units and simple floating fittings, and
By using the void slab construction method using these, it is possible to simplify the void arrangement work and improve the work efficiency, and it is a simple work form that copes with the shortage of skilled workers in the future. The purpose is to provide cost reduction.

【0016】[0016]

【実施例】以下に、本発明の実施例を図面に基づいて説
明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0017】図1は、本発明のボイド型枠をボイドブロ
ック固定金具でブロック形状にしたボイドブロックを使
用してボイドスラブを形成した全体的な施工斜視図であ
る。
FIG. 1 is an overall construction perspective view in which a void slab is formed using a void block in which the void form of the present invention is formed into a block shape with a void block fixing bracket.

【0018】ボイド型枠をボイドブロック固定金具に組
み込んだボイドブロックの説明図、図2、図3、図
8、図9、図13に示す
[0018] The illustration of incorporating voids block voids formwork voids block fixing bracket, FIG. 2, FIG. 3, FIG.
8, 9, 13.

【0019】ボイドブロック固定金具は、図4のボイド
ブロック固定金具の斜視図のごとく、鉄筋を加工して製
作したボイド型枠固定、横連結及び上端鉄筋と下端鉄筋
の空間形状維持金具である。図4(a)及び図4(b)
は本実施例におけるボイドブロック固定金具の斜視図で
ある。 図4(a)において、1Aはボイドブロック固定
金具、1aは下部補強鉄筋、1bは下部補強鉄筋1aに
下部が溶接されボイド型枠の長手方向と直交する断面
外縁が当接される鉄筋を有する側面形状が逆V型に形成
されたボイド型枠固定筋、1cはボイド型枠固定筋1b
の上部に溶接された上部補強鉄筋である。 図4(b)に
おいて、1Bはボイドブロック固定金具、1dは下部角
形補強筋、1eは下部角形補強筋1dの長辺の各々に各
々の下部が溶接されボイド型枠の長手方向と直交する断
面の外縁が当接される鉄筋を有するボイド型枠固定筋、
1fはボイド型枠固定筋1eの各々の上部に長辺の各々
が溶接された上部角形補強筋である。
The void block fixing bracket is, as shown in the perspective view of the void block fixing bracket in FIG. 4, a void form fixing, lateral connection, and a space shape maintaining bracket for the upper and lower reinforcing bars manufactured by processing a reinforcing bar. 4 (a) and 4 (b)
Is a perspective view of a void block fixing bracket in the present embodiment.
is there. In FIG. 4A, 1A is a void block fixed.
Metal fittings, 1a for lower reinforcing bar, 1b for lower reinforcing bar 1a
The bottom is welded and the section of the void
Side profile with rebar with outer edges abutting formed in inverted V-shape
1a is a void form fixing bar 1b
Is the upper reinforcing bar welded to the upper part. In FIG. 4 (b)
In addition, 1B is a void block fixing bracket, 1d is a lower corner.
Shape reinforcing bars, 1e are attached to each of the long sides of the lower square reinforcing bar 1d.
The lower part is welded and cut perpendicular to the longitudinal direction of the void form.
Void form fixing bar having a reinforcing bar against which the outer edge of the surface is abutted,
1f has a long side on each of the void form fixing bars 1e.
Is a welded upper square reinforcing bar.

【0020】ボイドブロック固定金具の側面の形状は図
7の側面図のように、逆V型と角形で施工の諸条件で使
い分ける。
As shown in the side view of FIG. 7, the side shape of the void block fixing bracket is an inverted V type or a square type, and is used depending on various conditions of construction.

【0021】ボイドブロック固定金具は図5のように、
直径4mm以上の鉄製又はステンレス筋を、ボイド型枠
が2〜4本入るような正面形状に加工する。
The void block fixing bracket is as shown in FIG.
An iron or stainless steel bar having a diameter of 4 mm or more is processed into a front shape such that two to four void formwork can be accommodated.

【0022】形状の寸法は、使用するボイド型枠の断面
形状寸法にあわせた加工を行い、補強が必要な時には補
強加工を密にする。
The dimensions of the shape are adjusted in accordance with the sectional shape of the void form to be used, and when reinforcement is required, the reinforcement processing is made dense.

【0023】加工は図4及び図6の斜視図・平面図のよ
うに、側面形状が逆V型の場合、正面形状を軽量ボイ
ド型枠が2本〜4本入るように加工した鉄筋を両面に配
し、それと同寸法の上部と下部の補強鉄筋に溶接加工し
て成型する。
The processing as perspective-plan view of FIG. 4 and FIG. 6, when the side shape of reverse V-type, as the front shape Boi <br/> de formwork lightweight enters to 4 present two The reinforcing bar is arranged on both sides, and the upper and lower reinforcing bars of the same dimensions are welded and molded.

【0024】角形の場合は上部と下部用の角形の補強筋
を作り、それらと正面形状を軽量ボイド型枠が2本〜
4本入るように加工した鉄筋を両面に配し、溶接加工し
て成型する。
[0024] For prismatic make Reinforcement rectangular for the upper and lower, them with front shape void formwork lightweight two-
Four rebars are processed on both sides and welded and molded.

【0025】ここで、ボイドブロック固定金具の要旨を
以下にまとめる。
Here, the gist of the void block fixing bracket is summarized below.

【0026】(イ)ボイドブロック固定金具1と軽量素
材のボイド型枠を組み合わせて使用し、一定寸法の軽量
ボイド型枠を2本から4本単位の図2及び図3のよう
なボイドブロックを構成することにより、作業員一人で
建築現場内にて簡単にボイド型枠をブロック単位で移動
及び下端鉄筋上に配置できる。
(A) A combination of the void block fixing bracket 1 and a void mold made of a lightweight material is used to reduce the size of the lightweight
Voids blocked by configuring the mobile and lower reinforcing bars easily void formwork at the building site in a workers alone in block units such as voids formwork two of four units from the present Figures 2 and 3 Can be placed on top.

【0027】(ロ)ボイドブロック固定金具と下端鉄筋
及びボイドブロック固定金具同士を結束線または、結束
金具で結束することによりボイド型枠の下端鉄筋への固
定と図8のように横連結ができる。
(B) By bonding the void block fixing bracket, the lower end reinforcing bar, and the void block fixing bracket to each other with a binding wire or a binding bracket, the void formwork can be fixed to the lower end reinforcing bar and laterally connected as shown in FIG. .

【0028】(ハ)一定間隔に配置したボイドブロック
固定金具は、図16のように下端鉄筋と上端鉄筋との空
間形状維持のための補強スペーサーの役割も果たす。
(C) The void block fixing brackets arranged at regular intervals also function as reinforcing spacers for maintaining the spatial shape of the lower reinforcing bar and the upper reinforcing bar as shown in FIG.

【0029】次に、ボイドブロックの縦連結とボイド型
枠の断面形状を説明する。
Next, the vertical connection of the void blocks and the cross-sectional shape of the void form will be described.

【0030】ボイド型枠の縦連結は図9及び図10のよ
うにボイド型枠自体の縦方向に凹凸の連結用の切り込み
部分を作りボイド型枠及びボイドブロック同士の縦連結
を行う。
In the vertical connection of the void form, as shown in FIGS. 9 and 10, a notch portion for connecting unevenness is formed in the longitudinal direction of the void form itself, and the void form and the void block are vertically connected to each other.

【0031】切り込み部分には、図11の拡大図のよう
にボイド型枠間のはずれ防止のために凹凸部に切り込み
角度を持たせて製造する。
As shown in the enlarged view of FIG. 11, the cut portion is manufactured by giving a cut angle to the uneven portion in order to prevent the void form from coming off.

【0032】ボイド型枠の断面形状は、各建築現場の設
備配管や電気配線を容易にするために図12のボイド型
断面図のように、円形、楕円形、小判型、多角形を
各建築現場の状況に合わせて使用する。
The sectional shape of the void form may be circular, elliptical, oval, or polygonal as shown in the sectional view of the void form in FIG. 12 to facilitate equipment piping and electrical wiring at each building site. Use according to the situation of each building site.

【0033】あわせて、建築現場の状況次第でボイド型
枠自体の内部に設備配管や電気配線用の空間を開けて製
造する。
At the same time, depending on the situation at the construction site, the void formwork itself is manufactured by opening a space for equipment piping and electric wiring inside.

【0034】図13は、下端鉄筋3上にボイドブロック
固定金具1と軽量ボイド型枠2を組み合わせたボイドブ
ロックを縦横連結配置した配置平面図である。
FIG. 13 shows a void block obtained by combining a void block fixing bracket 1 and a lightweight void form 2 on a lower reinforcing bar 3.
FIG. 3 is an arrangement plan view in which locks are connected vertically and horizontally.

【0035】次に、ボイドブロック固定金具1と簡易浮
き止め金具5を使ったボイドスラブ施工方法を説明す
る。
Next, a method for constructing a void slab using the metal block fixing bracket 1 and the simple floating stopper 5 will be described.

【0036】まず、図16に示すように、スラブ部の仮
枠6上にコンクリート被り用の空間形状維持のためバー
型スペーサー7を設置する。
First, as shown in FIG. 16, a bar-type spacer 7 is placed on the temporary frame 6 of the slab to maintain a space shape for covering concrete.

【0037】構造設計の配筋に従って上端鉄筋4・下端
鉄筋3を運搬可能な寸法にするため、配力筋方向の分割
割付を行い、図14のように分割割付寸法の溶接金網を
工場で製作する。
In order to make the upper reinforcing bar 4 and the lower reinforcing bar 3 sized to be transportable in accordance with the reinforcing bar of the structural design, divisional allocation is performed in the direction of the reinforcing bar, and a welding wire mesh having the split allocation dimensions is manufactured at the factory as shown in FIG. I do.

【0038】なお、この施工方法で使用する溶接金網は
図14のように溶接金網間の継ぎ手作業の簡素化のため
に、主筋及び配力筋の一方もしくは、両方向に必要な継
ぎ手寸法を確保したものとなる。
As shown in FIG. 14, the welding wire mesh used in this construction method has a required joint dimension in one or both directions of the main reinforcing bars and the distribution bars in order to simplify the joint work between the welding wires. It will be.

【0039】溶接金網のうち下端鉄筋をバー型スペーサ
ー7の上に図15のごとく配力筋方向の継ぎ手に重ねて
配置し順次敷き詰めていく。
The lower reinforcing bar of the welding wire mesh is placed on the bar-shaped spacer 7 so as to overlap with the joint in the direction of the force distribution bar as shown in FIG.

【0040】大梁鉄筋及び小梁鉄筋と敷き詰めた下端鉄
筋から伸びた継ぎ手及び下端鉄筋溶接金網間の継ぎ手を
結束する。
The joints extending from the lower beam reinforcing bar and the lower beam reinforcing bar and the lower beam reinforcing bar are bound together.

【0041】続いて、仮枠6上に配置した下端鉄筋上に
工場でボイド型枠とボイドブロック固定金具とを組み合
わせて作ったボイドブロックを構造設計に基づいたボイ
ド型枠配置場所にボイドブロックを縦横連結及び結束固
定して図17のように配置する。
Subsequently, a void block formed by combining a void formwork and a void block fixing bracket at a factory on the lower reinforcing bar arranged on the temporary frame 6 is provided with a void block at a void formwork placement location based on a structural design. It is vertically and horizontally connected and bound and fixed as shown in FIG.

【0042】ボイド型枠の素材はボイドブロックの軽量
化のために発泡スチロール、ペーパー、プラスチック等
の軽量素材を使用する。
As the material of the void form, a lightweight material such as styrofoam, paper, or plastic is used to reduce the weight of the void block.

【0043】下端鉄筋とボイドブロックをズレないよう
に結束固定した上に、分割割付した上端鉄筋溶接金網を
下端鉄筋溶接金網と同様に図18のごとく配力筋方向の
継ぎ手に重ねて配置し順次敷き詰めていく。
The lower reinforcing bar and the void block are fixed so as not to be displaced, and the upper and lower reinforcing steel wire meshes, which are divided and assigned, are placed on the joints in the direction of the distribution bars as shown in FIG. I will spread it.

【0044】上端鉄筋溶接金網の配置後、大梁鉄筋及び
小梁鉄筋と敷き詰めた上端鉄筋から伸びた継ぎ手及び上
端鉄筋溶接金網間の継ぎ手を結束する。
After arranging the upper rebar welded wire mesh, the joints extending from the upper beam rebar and the small beam rebar and the spread upper end rebar and the joint between the upper rebar weld wire meshes are bound.

【0045】図16が上下端鉄筋とボイドブロック配置
後の断面図である。
FIG. 16 is a cross-sectional view after the arrangement of the upper and lower rebars and the void blocks.

【0046】鉄筋の配筋終了後、ボイドスラブ全体がコ
ンクリート打設時に浮き上がり、コンクリートの被りが
とれなくなることを防止するために簡易浮き止め金具5
を設置する。
After the reinforcing bars have been arranged, a simple retaining metal fitting 5 is provided to prevent the entire void slab from rising when concrete is cast and preventing the concrete from being removed.
Is installed.

【0047】図19が簡易浮き止め金具の配置斜視図で
ある。
FIG. 19 is a perspective view showing the arrangement of the simple floating fittings.

【0048】次に、ボイドブロック固定金具と簡易浮き
止め金具を使ったボイドスラブ施工方法をより一層省力
化するハーフユニットを用いたボイドスラブ施工方法
説明する。
Next, a description will be given of a void slab construction method using a half unit which further saves labor in the void slab construction method using the void block fixing bracket and the simple floating stopper.

【0049】ハーフユニットを用いたボイドスラブ施工
方法は、下端鉄筋溶接金網の配置まではボイドブロック
を使ったボイドスラブ施工方法と同じであるが、あらか
じめ、上端鉄筋溶接金網をボイドブロック固定金具とボ
イド型枠の組み合わせであるボイドブロック工場で結
束固定したハーフユニットを製作、施工する方法であ
る。
Void slab construction using half unit
The method is void block until the bottom reinforcing bar welded wire mesh arrangement
This method is the same as the method of constructing a void slab using the method described above, but is a method in which a half unit in which a reinforcing bar welded wire mesh is previously bound and fixed to a void block , which is a combination of a void block fixing bracket and a void formwork, at a factory is manufactured and constructed.

【0050】図20は、ハーフユニットの斜視説明図、
図21は正面図、図22は側面図である。
FIG. 20 is a perspective explanatory view of a half unit.
FIG. 21 is a front view, and FIG. 22 is a side view.

【0051】施工手順は、図23のように、配置の終わ
った下端鉄筋上に、ボイドブロックを組み込んだハーフ
ユニットを、配力筋方向の継ぎ手上に、順次重ねて配置
していき、その後の作業はボイドブロックを用いたボイ
ドスラブ施工方法と同様に行う。
In the construction procedure, as shown in FIG. 23, the half units incorporating the void blocks are sequentially placed on the joints in the direction of the distribution muscles on the lower end reinforcing bar which has been arranged, and thereafter, are arranged. Working with a void using a void block
It is performed in the same way as the doslab construction method .

【0052】続いて、簡易浮き止め金具5の説明を行
う。
Next, the simple floating stopper 5 will be described.

【0053】従来の鉄筋とスラブ仮枠との浮き止め金具
は上端をフックに曲げたフックセパレーターを鉄筋に
引っかけ、一方を仮枠の下部でフォームタイ等で締め付
けて固定していた。
In the conventional metal fitting for retaining the reinforcing bar and the slab temporary frame, a hook separator whose upper end is bent into a hook shape is hooked on the reinforcing bar, and one of the two is fastened to the lower portion of the temporary frame with a form tie or the like.

【0054】当然固定作業は二人で行い、仮枠と鉄筋と
の高さが違う場合の寸法調整は数種類のセパレーター
使用していた。
Naturally, the fixing work was carried out by two persons, and several kinds of separators were used for dimensional adjustment when the height of the temporary frame and the reinforcing bar were different.

【0055】本発明の要旨は、一人でコンクリート打設
時の浮き止め防止作業ができ、一種類の金具で高さ寸法
調整が簡易にできる簡易浮き止め金具である。
The gist of the present invention is a simple floating stopper which can be used alone to prevent floating when concrete is poured and the height can be easily adjusted with one kind of fitting.

【0056】図24に簡易浮き止め金具の正面図を示
す。
FIG. 24 is a front view of the simple floating stopper.

【0057】まず、仮枠にドリルで穴を開け、簡易浮
き止め金具5を差し込み、固定金具13を仮枠に固定す
る。
First, a hole is made in the temporary frame 6 with a drill, the simple retaining metal 5 is inserted, and the fixing metal 13 is fixed to the temporary frame.

【0058】コーン12はコーン固定バネ11により図
25のように仮枠に隙間ができないようにバネの反発
力で固定される。
The cone 12 is fixed by the repulsive force of the spring by the cone fixing spring 11 so that there is no gap in the temporary frame 6 as shown in FIG.

【0059】鉄筋フック部8を上端鉄筋にひっか
け、寸法調整回転バックル部9を回転させ仮枠との寸
法調整をやり、固定する。
The reinforcing bar receiving hook 8 is hooked on the upper reinforcing bar 4 , and the size adjusting rotary buckle 9 is rotated to adjust the size with the temporary frame 6 and fixed.

【0060】コンクリート打設作業後は下部セパレータ
部10の下部にネジ切り用の切り込みを入れているの
で、仮枠より下の部分をトルクレンチ等で簡単に折っ
て取り外す。
After the concrete casting work, the lower separator
Since a notch for threading is provided in the lower part of the part 10, the part below the temporary frame 6 is easily folded and removed with a torque wrench or the like.

【0061】[0061]

【発明の効果】本発明によれば、次のような効果が得ら
れる。
According to the present invention, the following effects can be obtained.

【0062】ボイドブロック固定金具と軽量素材のボイ
ド型枠の組み合わせで製造するボイドブロックは、ボイ
ド型枠を建築現場で1本ずつ移動させたり、仮枠にあら
かじめ設置したボイド仮枠受け金具に1本ずつ固定する
必要のないことや、ボイドブロックの縦横の簡易連結方
式で、作業性を大幅に向上させる。
A void block manufactured by a combination of a void block fixing bracket and a void mold made of a lightweight material is manufactured by moving the void form one by one at a construction site, or adding one to a void temporary frame receiving bracket previously set in the temporary frame. Workability is greatly improved because there is no need to fix books one by one, and the simple connection method of vertical and horizontal void blocks.

【0063】ボイド型枠は建築現場の状況に合わせた断
面形状のものを使用するので、設備配管や電気配線作業
も省力化できる。
Since the void form has a sectional shape suitable for the situation at the construction site, the work of equipment piping and electric wiring can be saved.

【0064】ボイドスラブ施工方法は、工場で割付られ
運搬用に採寸加工された溶接金網及び軽量簡便なボイド
ブロックと簡易浮き止め金具を使うことによりほとんど
が工場製作となり、その結果、建築現場での熟練技術は
必要なくなり専門の職人は不要となった。
The method of constructing a void slab is almost entirely made in a factory by using a welded wire mesh allocated in a factory and dimensioned for transportation and a lightweight and simple void block and a simple floating metal fitting. Skills are no longer needed and specialized craftsmen are no longer needed.

【0065】そして、従来工種が鉄筋作業とボイド型枠
設置作業の二種類だったが、一種類の工種作業となり、
大幅な省力化と工期の短縮が可能となった。
Although the conventional types of construction were two types, that is, a reinforcing bar operation and a void formwork installation operation, the type of operation is now one type.
Significant labor saving and shortening of construction period became possible.

【0066】ボイドスラブ施工方法をより一層省力化し
ハーフユニットを用いたボイドスラブ施工方法は、よ
り一層現場組立作業を削減したプレハブ施工方法であ
る。
The void slab construction method using a half unit, in which the void slab construction method is further labor-saving, is a prefabricated construction method in which on-site assembly work is further reduced.

【0067】それは、少人数の作業員が短期間で作業す
ることに向いた施工方法といえる。
This is a construction method suitable for a small number of workers to work in a short period of time.

【0068】ボイドスラブ施工方法は、下端鉄筋とボイ
ド型枠及び上端鉄筋を分離して施工する事により、設備
等の各種開口部の補強筋の設置を容易にするとともに、
資材をボイドブロックや溶接金網にして建築現場へ搬入
するので、資材搬入の時間短縮にもなる。
The void slab construction method separates the bottom reinforcing bar from the void formwork and the top reinforcing bar, thereby facilitating the installation of reinforcing bars at various openings of facilities and the like.
Since the material is transported to the construction site in the form of a void block or a welded wire, the time for material transportation can be reduced.

【0069】簡易浮き止め金具は、仮枠と上端鉄筋との
高さ寸法調整を一種類の金具で行い、フラッシュ式アン
カー方式で締め具を使わず仮枠上の穴に差し込むだけで
仮枠との固定ができ、あわせて、必要時には仮枠に対し
コーンまたはハット金具をバネの力で固定すること
で、従来の作業は必ず仮枠の上下二人で行っていた鉄筋
浮き止め作業を一人で簡単にできるようにして、作業性
の大幅な向上を生み、人件費の削減となった。
In the simple floating stopper, the height of the temporary frame and the upper rebar is adjusted by one type of metal fitting, and the flash type anchor is used to insert the temporary frame into the hole on the temporary frame without using any fasteners. In addition, when necessary, the cone or hat bracket is fixed to the temporary frame with the force of a spring, so that the conventional work has always been performed by two people on the temporary frame. In this way, the workability has been greatly improved, and labor costs have been reduced.

【0070】そして、簡易浮き止め金具の利便性とボイ
ドブロック固定金具と軽量素材のボイド型枠との組み合
わせで製造するボイドブロックを使用することで、ボイ
ドスラブ施工方法での、工期の短縮と工費の節約が可能
となった。
[0070] Then, by using the void blocks to produce in combination with convenience and void block fixing bracket and lightweight materials of voids formwork simple lifting studs, Boi
With the doslab construction method, it was possible to shorten the construction period and save construction costs .

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

【図1】ボイドブロック使用したボイドスラブ全体の
斜視図
1 is a perspective view of the entire Void Slab Using voids block

【図2】ボイドブロック斜視図FIG. 2 is a perspective view of a void block.

【図3】ボイドブロック平面図FIG. 3 is a plan view of a void block.

【図4】(a) ボイドブロック固定金具の斜視図(b) ボイドブロック固定金具の斜視図FIG. 4 (a) is a perspective view of a void block fixing bracket, and (b) is a perspective view of a void block fixing bracket.

【図5】ボイドブロック固定金具の正面図 FIG. 5 is a front view of a void block fixing bracket .

【図6】ボイドブロック固定金具の平面図FIG. 6 is a plan view of a void block fixing bracket.

【図7】ボイドブロック固定金具の側面図FIG. 7 is a side view of a void block fixing bracket.

【図8】ボイドブロックの横連結の状態を示す平面図 FIG. 8 is a plan view showing a state of horizontal connection of the void blocks .

【図9】ボイドブロックの縦連結の状態を示す平面図 FIG. 9 is a plan view showing a state in which the void blocks are vertically connected .

【図10】ボイド型枠連結状態を示すFIG. 10 is a diagram showing a connection state of a void formwork.

【図11】ボイド型枠の連結部拡大図FIG. 11 is an enlarged view of a connection part of a void formwork.

【図12】ボイド型枠の断面図 FIG. 12 is a sectional view of a void formwork .

【図13】下端鉄筋上ボイドブロック配置した状態
を示す平面図
[13] while placing the voids blocks on the lower end reinforcing bars
A plan view showing

【図14】上・下端鉄筋溶接金網の平面図FIG. 14 is a plan view of the upper and lower rebar welded wire meshes.

【図15】上・下端鉄筋溶接金網の継ぎ手方法を示すFIG. 15 is a diagram showing a method of joining upper and lower rebar welded wire meshes;

【図16】ボイドブロック使用したボイドスラブの側
面図
[16] side of the Void Slabs Using the void block
Front view

【図17】下端鉄筋上ボイドブロック配置した状態
を示す斜視図
[Figure 17] while placing the voids blocks on the lower end reinforcing bars
Perspective view showing

【図18】ボイドブロック上上端鉄筋配置した状態
を示す斜視図
[Figure 18] while placing the upper reinforcing bars on voids block
Perspective view showing

【図19】簡易浮き止め金具配置した状態を示す斜視
FIG. 19 is a perspective view showing a state where a simple floating stopper is arranged.

【図20】ハーフユニットの斜視図FIG. 20 is a perspective view of a half unit .

【図21】ハーフユニットの正面図FIG. 21 is a front view of a half unit .

【図22】ハーフユニットの側面図FIG. 22 is a side view of a half unit .

【図23】ハーフユニットの配置方法示す斜視図FIG. 23 is a perspective view showing an arrangement method of a half unit .

【図24】簡易浮き止め金具正面図FIG. 24 is a front view of a simple retaining fitting.

【図25】簡易浮き止め金具の仮枠への固定方法を示す
FIG. 25 is a diagram showing a method of fixing the simple retaining metal to the temporary frame.

【符号の説明】[Explanation of symbols]

1,1A,1B ボイドブロック固定金具1a 下部補強鉄筋 1b,1e ボイド型枠固定筋 1c 上部補強鉄筋 1d 下部角形補強筋 1f 上部角形補強筋 2 ボイド型枠 3 下端鉄筋 4 上端鉄筋 5 簡易浮き止め金具 6 仮枠 7 バー型スペーサー 8 鉄筋フック部 9 寸法調整回転バックル部 10 下部セパレーター部 11 コーン固定バネ 12 コーン 13 固定金具 14 固定金具止めボルト 1, 1A, 1B Void block fixing bracket 1a Lower reinforcing bar 1b, 1e Void form fixing bar 1c Upper reinforcing bar 1d Lower square reinforcing bar 1f Upper square reinforcing bar 2 Void form 3 Lower reinforcing bar 4 Upper reinforcing bar 5 Simple floating stopper 6 Temporary Frame 7 Bar Type Spacer 8 Reinforcement Reception Hook 9 Dimension Adjustment Rotating Buckle 10 Lower Separator 11 Cone Fixing Spring 12 Cone 13 Fixing Fixture 14 Fixing Fixing Bolt

Claims (7)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 2本の下部補強鉄筋と、前記下部補強鉄
筋に下部が溶接されボイド型枠の長手方向と直交する断
面の外縁が当接される鉄筋を有する側面形状が逆V型に
形成されたボイド型枠固定筋と、前記ボイド型枠固定筋
の上部に溶接された上部補強鉄筋と、を備えていること
を特徴とするボイドブロック固定金具。
1. Two lower reinforcing bars and the lower reinforcing iron
The lower part is welded to the streak and the section perpendicular to the longitudinal direction of the void form is cut.
The shape of the side surface with the reinforcing bar where the outer edge of the surface comes into contact is inverted V-shaped
The formed void form fixing muscle and the void form fixing muscle
And a top reinforcing bar welded to the top of
A void block fixing bracket characterized by the following.
【請求項2】 下部角形補強筋と、前記下部角形補強筋
の長辺の各々に各々の下部が溶接されボイド型枠の長手
方向と直交する断面の外縁が当接される鉄筋を有するボ
イド型枠固定筋と、前記ボイド型枠固定筋の各々の上部
に長辺の各々が溶接された上部角形補強筋と、を備えて
いることを特徴とするボイドブロック固定金具。
2. A lower square reinforcing bar, and said lower square reinforcing bar.
The bottom of each of the long sides is welded to the length of the void formwork
Bore with a reinforcing bar against which the outer edge of the cross section orthogonal to the direction
Id formwork fixing muscles and upper portions of each of the void formwork fixing muscles
And upper square reinforcing bars each of which has a long side welded to
A metal fitting for fixing a void block.
【請求項3】 請求項1又は2に記載のボイドブロック
固定金具と、前記ボイドブロック固定金具の前記ボイド
型枠固定筋に挿通された前記ボイド型枠と、を備えてい
ることを特徴とするボイドブロック。
3. A void block according to claim 1 or 2.
A fixing bracket and the void of the void block fixing bracket
The void formwork inserted through the formwork fixing muscle.
A void block, characterized in that:
【請求項4】 請求項3に記載のボイドブロックと、前
記ボイドブロックと結束固定された上端鉄筋溶接金網
と、を備えていることを特徴とするハーフユニット。
4. A void block according to claim 3, wherein
Welded wire mesh with upper end rebar fixed to void block
And a half unit comprising:
【請求項5】 寸法調整回転バックル部と、前記寸法調
整回転バックル部の一端部に螺着された鉄筋受フック部
と、前記寸法調整回転バックル部の他端部に一端部側が
螺着された固定金具止めボルトと、前記固定金具止めボ
ルトの他端部に一端部が固着され他端部側が前記固定金
具止めボルトの一端部側に向いて拡開している固定金具
と、前記固定金具止めボルトに取り付けられたコーン
と、一端部が前記固定金具止めボルトの前記寸法調整回
転バックル部寄りに固着され他端部が前記コーンに固着
され前記コーンを前記固定金具側に付勢するコーン固定
バネと、を備えていることを特徴とする簡易浮き止め金
具。
5. A dimension adjusting rotary buckle part, and said dimension adjusting part.
Reinforcement receiving hook screwed to one end of the rotating buckle
And one end side at the other end of the dimension adjusting rotary buckle part.
The screwed fixing bracket fixing bolt and the fixing bracket fixing bolt
One end is fixed to the other end of the
Fixing metal that opens toward one end of the fixing bolt
And a cone attached to the fixing bracket fixing bolt
And one end portion of the fixing bolt
The other end is fixed to the cone with the roll buckle part
Fixed to urge the cone toward the fixture
A simple retaining pad comprising: a spring;
Utensils.
【請求項6】 仮枠上に下端鉄筋溶接金網を配置する工
程と、 前記工程で配置された前記下端鉄筋溶接金網上に、
(a)2本の下部補強鉄筋 と、前記下部補強鉄筋に下部
が溶接されボイド型枠の長手方向と直交する断面の外縁
が当接される鉄筋を有する側面形状が逆V型に形成され
たボイド型枠固定筋と、前記ボイド型枠固定筋の上部に
溶接された上部補強鉄筋と、を備えたボイドブロック固
定金具と、又は、(b)下部角形補強筋と、前記下部角
形補強筋の長辺の各々に各々の下部が溶接されボイド型
枠の長手方向と直交する断面の外縁が当接される鉄筋を
有するボイド型枠固定筋と、前記ボイド型枠固定筋の各
々の上部に長辺の各々が溶接された上部角形補強筋と、
を備えたボイドブロック固定金具と、前記ボイドブロッ
ク固定金具の前記ボイド型枠固定筋に挿通された前記ボ
イド型枠と、を備えたボイドブロックを配置し前記ボイ
ドブロック固定金具と前記下端鉄筋溶接金網との結束固
定、及び、前記ボイドブロック固定金具同士の結束固定
を行う工程と、 前記工程で結束固定された前記ボイドブロック固定金具
上に上端鉄筋溶接金網を敷き詰めていく工程と、 を備えていることを特徴とするボイドスラブ施工方法。
6. A process for arranging a reinforcing steel wire mesh at a lower end on a temporary frame.
And on the lower end reinforcing wire welded wire mesh arranged in the step,
(A) two lower reinforcing bars and lower portions on the lower reinforcing bars ;
Is welded and the outer edge of the cross section perpendicular to the longitudinal direction of the void form
Is shaped into an inverted V-shape with a reinforcing bar against which
Void formwork fixing muscles, and above the void formwork fixing muscles
Void block with welded top reinforcement
A metal fitting, or (b) a lower square reinforcing bar, and the lower corner
Void type with each lower part welded to each of the long sides of the shape reinforcement
A reinforcing bar whose outer edge of the cross section orthogonal to the longitudinal direction of the frame
Each of the void form fixing muscles having the
Upper square reinforcing bars each of which has a long side welded to each upper part,
A void block fixing bracket having
The bolt inserted into the void form fixing bar of the
And a void block having a void form.
Binding between the metal block fixing bracket and the lower reinforcing steel wire mesh.
And binding and fixing the void block fixing brackets
Performing, and the void block fixing bracket bound and fixed in the step
A step of laying a top reinforcing steel wire mesh on the top .
【請求項7】 仮枠上に下端鉄筋溶接金網を配置する工
程と、 前記工程で配置された前記下端鉄筋溶接金網上に、請求
項6に記載のボイドブロックと前記ボイドブロックと結
束固定された上端鉄筋溶接金網とを備えたハーフユニッ
トを配置する工程と、 を備えていることを特徴とするボイドスラブ施工方法。
7. A process for arranging a reinforcing steel wire mesh at a lower end on a temporary frame.
And on the lower end reinforcing wire welded wire mesh arranged in the step,
Item 7. The void block according to Item 6, wherein the void block is connected to the void block.
A half unit with a fixed upper reinforcing bar welded wire mesh
And a step of arranging the void slab.
JP30327497A 1997-09-29 1997-09-29 Void block fixing bracket, void block, half unit, simple floating stopper, and void slab construction method using these Expired - Fee Related JP3214693B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30327497A JP3214693B2 (en) 1997-09-29 1997-09-29 Void block fixing bracket, void block, half unit, simple floating stopper, and void slab construction method using these

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30327497A JP3214693B2 (en) 1997-09-29 1997-09-29 Void block fixing bracket, void block, half unit, simple floating stopper, and void slab construction method using these

Publications (2)

Publication Number Publication Date
JPH11107423A JPH11107423A (en) 1999-04-20
JP3214693B2 true JP3214693B2 (en) 2001-10-02

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ID=17918996

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Country Link
JP (1) JP3214693B2 (en)

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* Cited by examiner, † Cited by third party
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WO2009029994A1 (en) * 2007-09-05 2009-03-12 Unipod Pty Ltd Waffle pod spacing method and apparatus in a concrete slab
JP5419247B2 (en) * 2008-12-15 2014-02-19 滋 矢口 Deck plate
CN102286920B (en) * 2010-06-18 2015-11-25 五冶集团上海有限公司 Floating resistance device for inner mold

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