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JP4534156B2 - Steel formwork level difference processing structure - Google Patents
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JP4534156B2 - Steel formwork level difference processing structure - Google Patents

Steel formwork level difference processing structure Download PDF

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JP4534156B2
JP4534156B2 JP2005319421A JP2005319421A JP4534156B2 JP 4534156 B2 JP4534156 B2 JP 4534156B2 JP 2005319421 A JP2005319421 A JP 2005319421A JP 2005319421 A JP2005319421 A JP 2005319421A JP 4534156 B2 JP4534156 B2 JP 4534156B2
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level
foundation
top end
steel
ruler
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JP2007126857A (en
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崇史 小島
勝重 真鍋
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Sekisui House Ltd
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Description

本発明は、天端の仕上げレベルが異なる基礎を連結して施工する際に、高さの異なる鋼製型枠を用いて基礎を施工できる鋼製型枠段差処理構造に関する。   TECHNICAL FIELD The present invention relates to a steel formwork level difference processing structure capable of constructing a foundation using steel molds having different heights when connecting and constructing foundations having different finishing levels at the top.

住宅等の小規模建築物の基礎を施工する場合、基礎立上り部の型枠には、一般に、鋼製型枠が用いられる。この鋼製型枠の施工方法を簡単に説明すると、まず、砕石、割栗石等により施工された地業の上に載置された鋼製型枠受け具に鋼製型枠を所定間隔をあけて2列に対向するように載置するとともに、鋼製型枠の天端レベルを揃えて鋼製型枠を組み立てる。次いで、鋼製型枠の通り精度を確保するために、鋼製型枠の天端に定規部材(例えば、特許文献1参照。)を設置する。この定規部材は、アンカーボルトを所定位置に保持するためにも用いられるものである。なお、定規部材は、所定の精度を確保するために鋼製の平面部材により作製されたものが多い。これは、曲げ加工や溶接加工等を施された鋼製部材は、作製時や保管時等において精度にくるいが生じやすいためである。   When constructing the foundation of a small-scale building such as a house, a steel formwork is generally used as the formwork of the foundation rising portion. The construction method of this steel formwork will be briefly explained. First, the steel formwork is opened at a predetermined interval on the steel formwork holder placed on the ground industry constructed by crushed stone, crushed stone and the like. The steel molds are assembled by aligning the top levels of the steel molds so as to face the two rows. Next, a ruler member (see, for example, Patent Document 1) is installed at the top end of the steel mold in order to ensure accuracy according to the steel mold. This ruler member is also used to hold the anchor bolt in a predetermined position. The ruler member is often made of a flat steel member in order to ensure a predetermined accuracy. This is because a steel member that has been subjected to bending, welding, or the like is likely to be crumpled with precision during production or storage.

ところで、鋼製型枠の高さには、様々な寸法のものがある。ただし、上記したように、鋼製型枠の天端に設置される定規部材は平面部材により作製されているため、鋼製型枠の天端レベルを揃える必要がある。例えば、建物の外周部分に設けられる外周基礎と、建物の屋内部分に設けられる間仕切基礎とは、床部の高さ分だけ高さが異なり、間仕切基礎の天端レベルの方が外周基礎の天端レベルより低く仕上げられるが、外周基礎と間仕切基礎の連結部分においては、施工に用いる鋼製型枠は、間仕切基礎の天端レベルの方が低いにもかかわらず、高さ寸法が同じ鋼製型枠を用いている。
実開平1−33853号公報
By the way, there are various sizes of steel molds. However, as described above, since the ruler member installed at the top end of the steel mold is made of a flat member, it is necessary to align the top end level of the steel mold. For example, the perimeter foundation provided in the outer periphery of the building and the partition foundation provided in the indoor portion of the building differ in height by the height of the floor, and the top end level of the partition foundation is the top of the outer foundation. Although it is finished lower than the end level, the steel formwork used for construction is made of steel with the same height dimension even though the top end level of the partition foundation is lower at the connection part of the outer periphery foundation and the partition foundation. A formwork is used.
Japanese Utility Model Publication No. 1-33383

ここで、以下のような問題点がある。まず、第1の問題点としては、図5に示すように、定規部材100と間仕切基礎101の天端102との間に空間が生じるため、アンカーホルダ103及び連結部材104を用いてアンカーボルト105を定規部材100に固定しなければならず、施工の手間がかかるとともに、アンカーホルダ103や連結部材104等の部材にコストがかかっていた。次に、第2の問題点としては、天端の仕上げレベルが低い間仕切基礎101の部分においては、必要な寸法よりも大きな鋼製型枠106を用いなければならず、そのため、施工に労力がかかるとともに作業性が悪く、また、鋼製型枠106の部材コストが必要以上にかかっていた。   Here, there are the following problems. First, as shown in FIG. 5, a space is generated between the ruler member 100 and the top end 102 of the partition foundation 101 as shown in FIG. Must be fixed to the ruler member 100, which takes time for construction and costs for members such as the anchor holder 103 and the connecting member 104. Next, as a second problem, in the portion of the partition foundation 101 where the finishing level of the top end is low, a steel mold 106 larger than a necessary size must be used, and therefore, labor is required for construction. At the same time, workability is poor, and the member cost of the steel mold 106 is more than necessary.

そこで、本発明は、天端の仕上げレベルが異なる基礎を連結して施工する際に、基礎の天端の仕上げレベルに合わせてそれぞれの天端がレベル差を有して組み立てられた鋼製型枠を使用して基礎を施工できるとともに、施工が容易で、かつ、コストを抑えることができる鋼製型枠段差処理構造を提供することを目的とする。   Therefore, the present invention is a steel mold in which each top end is assembled with a difference in level according to the finish level of the top end of the foundation when connecting foundations having different finish levels at the top end. It is an object to provide a steel mold step processing structure that can be constructed using a frame, that is easy to construct, and that can reduce costs.

上記目的を達成するために、請求項1記載の鋼製型枠段差処理構造は、天端の仕上げレベルが異なる基礎を連結して施工する際に、前記基礎の天端の仕上げレベルに合わせてそれぞれの天端がレベル差を有して組み立てられた鋼製型枠の天端に略平板状の定規部材がそれぞれ載置され、前記基礎のうち天端の仕上げレベルが高い高天端レベル基礎に載置された前記定規部材が、前記基礎のうち天端の仕上げレベルが低い低天端レベル基礎上に突出しており、前記高天端レベル基礎に載置された前記定規部材の前記低天端レベル基礎上に突出した部分と、前記低天端レベル基礎に載置された前記定規部材との間に、高さが前記レベル差に応じて設定された段差処理部材が配設されることにより、前記定規部材同士が前記レベル差を保持して固定されることを特徴としている。
In order to achieve the above-mentioned object, the steel formwork level difference processing structure according to claim 1 is adapted to the finishing level of the top of the foundation when the foundations having different finishing levels of the top are connected and constructed. A substantially flat ruler member is placed on the top end of the steel formwork assembled with each top end having a level difference, and placed on the high top end level foundation with a high finishing level of the top end among the foundations. The placed ruler member protrudes on a low top end level foundation with a low finishing level of the top end of the foundation, and on the low top end level foundation of the ruler member placed on the high top end level foundation A step processing member having a height set in accordance with the level difference is disposed between the projecting portion and the ruler member placed on the low ceiling end level foundation. The members keep the level difference and fix It is characterized in that.

本発明の請求項1の鋼製型枠段差処理構造によれば、天端の仕上げレベルが異なる基礎を連結して施工する際に、前記基礎の天端の仕上げレベルに合わせてそれぞれの天端がレベル差を有して組み立てられた鋼製型枠の天端に略平板状の定規部材がそれぞれ載置され、前記定規部材同士が段差処理部材により前記レベル差を保持して固定されるため、組み立てられた鋼製型枠のレベル差を段差処理部材により処理して鋼製型枠の天端に載置された定規部材を固定でき、そのため、基礎の天端の仕上げレベルに合わせてそれぞれの天端がレベル差を有して組み立てられた鋼製型枠を使用して基礎を施工できる。また、基礎の天端の仕上げレベルに合わせた鋼製型枠を用いるため、施工が容易で、かつ、コストを抑えることができる。   According to the steel formwork level difference processing structure of claim 1 of the present invention, when the foundations having different finishing levels at the top end are connected and constructed, each top end is adapted to the finishing level of the top end of the foundation. Since a substantially flat ruler member is placed on the top end of a steel mold assembled with a level difference, and the ruler members are fixed to each other while holding the level difference by a step processing member. The level difference of the assembled steel formwork can be processed by the step processing member to fix the ruler member placed on the top edge of the steel formwork, so that each according to the finishing level of the top edge of the foundation The foundation can be constructed using steel formwork assembled at the top of the steel with a level difference. Moreover, since the steel formwork matched with the finishing level of the top end of the foundation is used, the construction is easy and the cost can be reduced.

以下、本発明の実施の形態に係る鋼製型枠段差処理構造について図面に基づいて説明する。
図1は、本発明の実施の形態に係る鋼製型枠段差処理構造1の概略構成を示す斜視図である。鋼製型枠段差処理構造1は、図示するように、高さが600mmのH600鋼製型枠2、高さが500mmのH500鋼製型枠3、定規部材4、及び段差処理部材5を主体に構成される。以下、詳細に説明する。
Hereinafter, a steel mold step processing structure according to an embodiment of the present invention will be described with reference to the drawings.
FIG. 1 is a perspective view showing a schematic configuration of a steel mold step processing structure 1 according to an embodiment of the present invention. As shown in the figure, the steel mold form step processing structure 1 mainly comprises an H600 steel formwork 2 having a height of 600 mm, an H500 steel formwork 3 having a height of 500 mm, a ruler member 4, and a step treatment member 5. Configured. Details will be described below.

H600鋼製型枠2及びH500鋼製型枠3は、それぞれ所定の間隔をおいて2列に対向して並設されて基礎の立上り部を形成するために用いられる鋼製型枠である。本実施例では、外周基礎と間仕切基礎をT字状に連結して施工する場合を示しており、天端の仕上げレベルが高い外周基礎を施工する部分にH600鋼製型枠2を用い、天端の仕上げレベルが低い間仕切基礎を施工する部分にH500鋼製型枠3を用いている。   The H600 steel mold 2 and the H500 steel mold 3 are steel molds that are used to form the rising portion of the foundation by being juxtaposed facing each other in two rows at a predetermined interval. In this embodiment, a case where the outer peripheral foundation and the partition foundation are connected in a T-shape is shown, and the H600 steel formwork 2 is used for the part where the outer peripheral foundation having a high finishing level at the top end is used. The H500 steel formwork 3 is used for the part which constructs the partition foundation with a low finishing level of the end.

定規部材4は、略平板状の鋼板に複数のアンカーボルト支持孔40、コンクリート投入孔41、定規部材4を鋼製型枠又は段差処理部材5に固定するための固定孔42、及び定規部材4の位置出しをするための目印43が設けられたものであって、H600鋼製型枠2及びH500鋼製型枠3の天端に載置されて、H600鋼製型枠2及びH500鋼製型枠3の通り精度を確保するとともに、アンカーボルト105を所定位置に保持するために用いられるものである。   The ruler member 4 includes a plurality of anchor bolt support holes 40, a concrete charging hole 41, a fixing hole 42 for fixing the ruler member 4 to the steel mold or the step processing member 5, and the ruler member 4. The mark 43 for positioning is provided, placed on the top ends of the H600 steel mold 2 and the H500 steel mold 3, and made of H600 steel mold 2 and H500 steel. The mold 3 is used to ensure accuracy and to hold the anchor bolt 105 at a predetermined position.

段差処理部材5は、図1及び図2に示すように、異なる天端レベルを有するH600鋼製型枠2及びH500鋼製型枠3のそれぞれの天端に載置された定規部材4同士のレベル差を保持するための断面略コ字状をした鋼製部材である。この段差処理部材5は、H500鋼製型枠3の天端に載置された定規部材4上に載置される略長方形の下板50と、該下板50の一方の長辺の縁部から略垂直上方に突設された連結板51と、該連結板51の上端から前記下板50と同じ方向に略垂直に突設された上板52とからなる。連結板51の高さは、H600鋼製型枠2の天端に載置された定規部材4が略水平の状態となるように、上板52が定規部材4の下面を受止できるように、H600鋼製型枠2とH500鋼製型枠3の天端のレベル差に応じて設定される。また、下板50と上板52には、固定ピン挿通孔53が設けられている。   As shown in FIGS. 1 and 2, the level difference processing member 5 is formed between the ruler members 4 placed on the top ends of the H600 steel mold 2 and the H500 steel mold 3 having different top levels. It is a steel member having a substantially U-shaped cross section for maintaining a level difference. The step processing member 5 includes a substantially rectangular lower plate 50 placed on the ruler member 4 placed on the top end of the H500 steel mold 3 and an edge of one long side of the lower plate 50. And a top plate 52 projecting substantially vertically from the upper end of the connection plate 51 in the same direction as the lower plate 50. The height of the connecting plate 51 is such that the upper plate 52 can receive the lower surface of the ruler member 4 so that the ruler member 4 placed on the top end of the H600 steel mold 2 is in a substantially horizontal state. , H600 steel mold 2 and H500 steel mold 3 are set according to the level difference at the top. The lower plate 50 and the upper plate 52 are provided with fixing pin insertion holes 53.

以上の構成の鋼製型枠段差処理構造1を施工するには、図1に示すように、まず、施工する基礎の外周基礎部分にH600鋼製型枠2を、間仕切基礎部分にH500鋼製型枠3を用いて基礎の連結部分を形成する型枠を組み立てる。ついで、H600鋼製型枠2及びH500鋼製型枠3の天端にそれぞれ定規部材4を載置・固定するとともに、定規部材4同士の間に段差処理部材5を設置する。そして、図3に示すように、H600鋼製型枠2の天端に載置された定規部材4の固定孔42、及び段差処理部材5の上板52に設けられた固定ピン挿通孔53に固定ピン54を上方から挿通して上のレベルにある定規部材4と段差処理部材5を固定する。同様に、段差処理部材5の下板50に設けられた固定ピン挿通孔53、H500鋼製型枠3の天端に載置された定規部材4の固定孔42、及びH500鋼製型枠3の天端に設けられた固定孔30に固定ピン54を上方から挿通して段差処理部材5、下のレベルにある定規部材4、及びH500鋼製型枠3を固定する。   In order to construct the steel mold step difference processing structure 1 having the above configuration, as shown in FIG. 1, first, an H600 steel mold 2 is formed on the outer peripheral foundation portion of the foundation to be constructed, and an H500 steel is constructed on the partition foundation portion. The formwork which forms the connection part of a foundation using the formwork 3 is assembled. Next, the ruler member 4 is placed and fixed on the top ends of the H600 steel mold 2 and the H500 steel mold 3 respectively, and the step processing member 5 is installed between the ruler members 4. As shown in FIG. 3, the fixing hole 42 of the ruler member 4 placed on the top end of the H600 steel mold 2 and the fixing pin insertion hole 53 provided on the upper plate 52 of the step processing member 5. The ruler member 4 and the step processing member 5 at the upper level are fixed by inserting the fixing pins 54 from above. Similarly, the fixing pin insertion hole 53 provided in the lower plate 50 of the step processing member 5, the fixing hole 42 of the ruler member 4 placed on the top end of the H500 steel mold 3, and the H500 steel mold 3 A fixing pin 54 is inserted from above into a fixing hole 30 provided at the top end of the steel plate, and the step processing member 5, the ruler member 4 at the lower level, and the H500 steel mold 3 are fixed.

このようにして鋼製型枠段差処理構造1を施工することにより、図4に示すように、天端の仕上げレベルが低い間仕切基礎に合わせてH500鋼製型枠3を用いるため、アンカーホルダ103や連結部材104を用いることなくアンカーボルト105を定規部材4に固定できる。そのため、アンカーホルダ103や連結部材104を施工する手間を省くことができるとともに、アンカーホルダ103や連結部材104を用いるためのコストを抑えることができる。   By constructing the steel formwork level difference processing structure 1 in this way, as shown in FIG. 4, the H500 steel formwork 3 is used in accordance with the partition foundation having a low top end finishing level. The anchor bolt 105 can be fixed to the ruler member 4 without using the connecting member 104. Therefore, the labor for constructing the anchor holder 103 and the connecting member 104 can be saved, and the cost for using the anchor holder 103 and the connecting member 104 can be reduced.

以上の説明より明らかなように、本発明の実施の形態に係る鋼製型枠段差処理構造1によれば、組み立てられたH600鋼製型枠2及びH500鋼製型枠3の天端のレベル差を段差処理部材5により処理してH600鋼製型枠2及びH500鋼製型枠3の天端に載置された定規部材4を固定できる。そのため、外周基礎及び間仕切基礎の天端の仕上げレベルに合わせてそれぞれの天端がレベル差を有して組み立てられたH600鋼製型枠2及びH500鋼製型枠3を使用して基礎を施工できる。また、天端レベルの低い間仕切基礎の天端の仕上げレベルに合わせてH500鋼製型枠3を用いるため、施工が容易で、かつ、コストを抑えることができる。   As is apparent from the above description, according to the steel mold form step processing structure 1 according to the embodiment of the present invention, the levels of the top ends of the assembled H600 steel formwork 2 and H500 steel formwork 3 are shown. The ruler member 4 placed on the top ends of the H600 steel mold 2 and the H500 steel mold 3 can be fixed by processing the difference with the step processing member 5. Therefore, the foundation is constructed using the H600 steel formwork 2 and the H500 steel formwork 3 that are assembled with a difference in level at the top edges of the top edges of the peripheral foundation and the partition foundation. it can. Moreover, since the H500 steel formwork 3 is used in accordance with the finishing level of the top edge of the partition foundation having a low top edge level, the construction is easy and the cost can be reduced.

なお、本発明は上記実施形態に限定されるものではなく、本発明の要旨の範囲内で種々の変形実施が可能である。例えば、本実施の形態では、H600鋼製型枠2及びH500鋼製型枠3を具体例として記載しているが、鋼製型枠の高さは、これらに限定されるものではなく、さまざまな高さの鋼製型枠に適用できる。また、天端の仕上げレベルの異なる基礎の連結は、T字状の連結に限るものではなく、直列に、すなわちI字状に連結する場合にも、本発明は適用可能である。また、段差処理部材5は、上記した断面略コ字状のものに限るものでなく、例えば断面函状のものであってもよい。   In addition, this invention is not limited to the said embodiment, A various deformation | transformation implementation is possible within the range of the summary of this invention. For example, in the present embodiment, H600 steel mold 2 and H500 steel mold 3 are described as specific examples, but the height of the steel mold is not limited to these, and various Applicable to steel formwork with high height. Further, the connection of the foundations having different finishing levels at the top end is not limited to the T-shaped connection, and the present invention can also be applied to the connection in series, that is, in an I-shape. Further, the step processing member 5 is not limited to the above-described substantially U-shaped cross section, and may be, for example, a box-shaped cross section.

本発明は、天端の仕上げレベルが異なる基礎を連結して施工する場合に利用可能である。   INDUSTRIAL APPLICABILITY The present invention can be used when connecting foundations with different top end finishing levels.

本発明の実施の形態に係る鋼製型枠段差処理構造の概略構成を示す斜視図である。It is a perspective view showing a schematic structure of a steel mold-frame level difference processing structure concerning an embodiment of the invention. 段差処理部材の概略構成を示す斜視図である。It is a perspective view which shows schematic structure of a level | step difference processing member. 定規部材、段差処理部材、及び鋼製型枠の固定状態を示す斜視図である。It is a perspective view which shows the fixed state of a ruler member, a level | step difference processing member, and a steel mold. 基礎の天端の仕上げレベルに合わせた鋼製型枠を用いたアンカーボルトの固定状態を示す断面図である。It is sectional drawing which shows the fixed state of the anchor bolt using the steel formwork matched with the finishing level of the top end of the foundation. 従来の基礎の天端の仕上げレベルよりも高い鋼製型枠を用いたアンカーボルトの固定状態を示す断面図である。It is sectional drawing which shows the fixed state of the anchor bolt using the steel formwork higher than the finishing level of the top end of the conventional foundation.

符号の説明Explanation of symbols

1 鋼製型枠段差処理構造
2 H600鋼製型枠
3 H500鋼製型枠
4 定規部材
5 段差処理部材
DESCRIPTION OF SYMBOLS 1 Steel formwork level difference processing structure 2 H600 steel formwork 3 H500 steel formwork 4 Ruler member 5 Level difference processing member

Claims (1)

天端の仕上げレベルが異なる基礎を連結して施工する際に、前記基礎の天端の仕上げレベルに合わせてそれぞれの天端がレベル差を有して組み立てられた鋼製型枠の天端に略平板状の定規部材がそれぞれ載置され、
前記基礎のうち天端の仕上げレベルが高い高天端レベル基礎に載置された前記定規部材が、前記基礎のうち天端の仕上げレベルが低い低天端レベル基礎上に突出しており、前記高天端レベル基礎に載置された前記定規部材の前記低天端レベル基礎上に突出した部分と、前記低天端レベル基礎に載置された前記定規部材との間に、高さが前記レベル差に応じて設定された段差処理部材が配設されることにより、前記定規部材同士が前記レベル差を保持して固定されることを特徴とする鋼製型枠段差処理構造。
When connecting foundations with different finishing levels at the top edge, the top edges of the steel formwork assembled with each top edge having a level difference according to the finishing level of the top edge of the foundation. Each substantially flat ruler member is placed,
The ruler member mounted on the high top end level foundation with a high top end finishing level among the foundations protrudes on the low top end level foundation with the top end finishing level low among the foundations, and the high top end level foundation The height of the ruler member placed on the lower top end level foundation and the ruler member placed on the lower top end level base are in accordance with the level difference By providing the set level difference processing member, the ruler members are fixed to each other while maintaining the level difference.
JP2005319421A 2005-11-02 2005-11-02 Steel formwork level difference processing structure Expired - Fee Related JP4534156B2 (en)

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Publication number Priority date Publication date Assignee Title
JPS59156936U (en) * 1983-03-31 1984-10-22 ナショナル住宅産業株式会社 foundation formwork
JPH0645000Y2 (en) * 1987-08-24 1994-11-16 積水ハウス株式会社 Anchor bolt arrangement ruler
JPH0728312Y2 (en) * 1989-08-28 1995-06-28 ミサワホーム株式会社 Sheath tube set jig
JP4152260B2 (en) * 2003-06-09 2008-09-17 旭化成ホームズ株式会社 Formwork method and material plate

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