JPH02269227A - Construction method of foundation structure body for building and member used for this construction method - Google Patents
Construction method of foundation structure body for building and member used for this construction methodInfo
- Publication number
- JPH02269227A JPH02269227A JP8824889A JP8824889A JPH02269227A JP H02269227 A JPH02269227 A JP H02269227A JP 8824889 A JP8824889 A JP 8824889A JP 8824889 A JP8824889 A JP 8824889A JP H02269227 A JPH02269227 A JP H02269227A
- Authority
- JP
- Japan
- Prior art keywords
- foundation
- rising
- panels
- panel
- foundation rising
- 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.)
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Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は建造物等の基礎構造体の施工方法及びそれに使
用される部材、さらに詳しくは型枠を組立てて該型枠内
にコンクリートを打設することにより、建造物等の基礎
構造体を施工する方法及び該施工方法に使用される構築
材等の部材に関する。Detailed Description of the Invention (Field of Industrial Application) The present invention relates to a method for constructing a foundation structure such as a building and members used therein, and more specifically, a method for assembling a formwork and pouring concrete into the formwork. The present invention relates to a method of constructing a foundation structure such as a building, and members such as construction materials used in the construction method.
(従来の技術)
従来、この種基礎構造体の施工方法としては、例えば第
11図に示す様なものが存在する。(Prior Art) Conventionally, as a construction method of this type of foundation structure, there is a method as shown in FIG. 11, for example.
即ち、この従来のものは、地盤14に掘削された長穴1
5に所謂側ぐり基礎38を施した後、先ず基礎ベース部
39をコンクリートにて施工する。そして、下端部に折
曲片40が設けられたパネル41を、該折曲片40の釘
孔を介して釘42・・・を打ち込んで前記基礎ベース部
39上面に固定し、このパネル41を対面させて所定形
状の型枠43を形成する。その後、この型枠43内にコ
ンクリート31を打設して基礎立上がり部44を形成し
、建造物等の基礎構造体を施工するものである。That is, this conventional method has a long hole 1 drilled in the ground 14.
5, a so-called side-bore foundation 38 is provided, and then a foundation base portion 39 is first constructed with concrete. Then, the panel 41 with the bent piece 40 provided at the lower end is fixed to the upper surface of the basic base part 39 by driving nails 42 through the nail holes of the bent piece 40. A formwork 43 having a predetermined shape is formed so as to face each other. Thereafter, concrete 31 is poured into this formwork 43 to form a foundation rising portion 44, and a foundation structure such as a building is constructed.
そして、当該手段によると前記型枠43を取外すことな
く、そのままの状態で建造物等のその後の施工作業が行
えるという利点を有する。According to this means, there is an advantage that subsequent construction work of a building or the like can be carried out without removing the formwork 43 as it is.
(発明が解決しようとする課題)
しかしながら、上記従来の施工方法に於いては、パネル
41を固定すべく地盤14上にはコンクリートにて基礎
ベース部39を施工しなければならず、しかもパネル4
1の固定作業は該基礎ベース部39のコンクリートが硬
化した後に行う必要があるために、これにより工期が非
常に延びるという大なる問題点を有していたのである。(Problem to be Solved by the Invention) However, in the above-mentioned conventional construction method, it is necessary to construct the foundation base part 39 with concrete on the ground 14 in order to fix the panel 41.
Since the fixing work No. 1 needs to be carried out after the concrete of the foundation base portion 39 has hardened, this poses a major problem in that the construction period is significantly extended.
それ故に、本発明は上記従来の問題点を解決するだめに
なされたものであり、その目的とするところは、従来の
利点を維持しつつ、建造物等の基礎構造体の施工が極め
て簡易に行え、しかも全体としての基g1槙遺体の工期
を大幅に短縮することができる建造物等の基礎構造体の
施工方法及び該施工方法に使用される構築材等の部材を
提供する点にある。Therefore, the present invention was made to solve the above-mentioned conventional problems, and its purpose is to extremely simplify the construction of foundation structures such as buildings while maintaining the conventional advantages. The purpose of the present invention is to provide a method for constructing a foundation structure such as a building, which can be easily carried out, and which can significantly shorten the overall construction period for the foundation, and members such as construction materials used in the method.
(課題を解決するための手段)
即ち、上記目的を達成するために、本発明は地盤14上
に基礎構造体22の基礎ベース部32を形成すべく、少
なくとも二段上の固定具1を所定間隔隔てて設けた後、
前記基礎ベース部32に連設する基礎立上がり部33を
形成すべく、前記固定具1,1間に基礎立上がりパネル
11、11を対面装着せしめて型枠24を形成し、次に
該型枠24内にコンクリート31を打設することにより
前記基礎ベース部32と基礎立上がり部33とからなる
構造体を一体形成する建造物等の基礎構造体の施工方法
である。(Means for Solving the Problems) That is, in order to achieve the above object, the present invention provides a method for fixing fixtures 1 at least two stages higher in order to form the foundation base portion 32 of the foundation structure 22 on the ground 14. After placing them at intervals,
In order to form the foundation rising part 33 connected to the foundation base part 32, the foundation rising panels 11, 11 are mounted facing each other between the fixtures 1, 1 to form a formwork 24, and then the formwork 24 This is a construction method for a foundation structure such as a building, in which a structure consisting of the foundation base portion 32 and the foundation rising portion 33 is integrally formed by pouring concrete 31 inside.
また、本発明は建造物等の基礎構造体を施工するための
構築材であって、基礎構造体22の基礎立上がり部33
を形成するための基礎立上がりパネル11と、基礎構造
体22の基礎ベース部32を形成するための固定具1と
からなり、しかも該固定具1には前記基礎立上がりパネ
ル11を対面装着するための受体9,9が設けられてな
る構築材である。Further, the present invention relates to a construction material for constructing a foundation structure of a building, etc.
It consists of a foundation rising panel 11 for forming the foundation rising panel 11 and a fixture 1 for forming the foundation base portion 32 of the foundation structure 22, and the fixture 1 has a base rising panel 11 for mounting the foundation rising panel 11 facing each other. This is a construction material in which receivers 9, 9 are provided.
さらに、本発明は基礎構造体22の基礎立上がり部33
を形成すべく固定具1,1間に架設される基礎立上がり
パネルであって、基礎立上がりパネルI1. 11の対
向内面側には、該基礎立上がりパネル11、++の間隔
を保持すべく基礎立上がりパネル11゜11間に架設さ
れる保持具27の両端部を装着可能な受部12が設けら
れてなる基礎立上がりパネルである。Furthermore, the present invention provides a foundation rising portion 33 of the foundation structure 22.
A foundation rising panel installed between fixtures 1 and 1 to form a foundation rising panel I1. A receiving part 12 is provided on the opposing inner surface of the base rising panel 11 to which both ends of a holder 27 installed between the base rising panels 11 and 11 can be attached to maintain the distance between the base rising panels 11 and ++. This is a basic rising panel.
また、本発明は基礎構造体22の基礎立上がり部33を
形成すべく基礎立上がりパネル11、11を対面装着す
るための固定具であって、前記基礎立上がりパネル+1
.11を装着するための受体9,9が上下移動調整自在
に構成されてなる固定具である。The present invention also provides a fixture for attaching the foundation rising panels 11, 11 facing each other to form the foundation rising portion 33 of the foundation structure 22, the fixture for mounting the foundation rising panels 11, 11 facing each other.
.. This is a fixture in which receivers 9, 9 for mounting 11 are configured to be vertically movable and adjustable.
さらに、本発明は基礎構造体22の基礎立上がり部33
を形成すべく固定具1,1間に対面装着された基礎立上
がりパネル11.11の間隔を保持するための保持具で
あって、該基礎立上がりパネル11、11の端部に外嵌
着可能に構成されてなる基礎立上がりパネル保持具であ
る。Furthermore, the present invention provides a foundation rising portion 33 of the foundation structure 22.
A holder for maintaining the interval between the foundation rising panels 11 and 11 mounted face-to-face between the fixtures 1 and 1 to form a structure, and capable of being externally fitted onto the ends of the foundation rising panels 11 and 11. This is a basic rising panel holder consisting of:
(作用)
従って、上記構成を特徴とする基礎構造体の施工方法に
於いては、基礎立上がりパネル11.11で構成された
型枠24内にコンクリート31を打設すると、固定具1
に於いて基礎構造体22の基礎ベース部32が形成され
ると共に、基礎立上がりパネル11゜11間に於いて基
礎立上がり部33が同時に一体形成されることとなる。(Function) Therefore, in the method of constructing a foundation structure characterized by the above configuration, when concrete 31 is poured into the formwork 24 made up of the foundation rising panels 11.11, the fixing fixtures 1
In this step, the foundation base portion 32 of the foundation structure 22 is formed, and at the same time, the foundation rising portion 33 is integrally formed between the foundation rising panels 11.
また、固定具1に基礎立上がりパネル11、11を対面
装着した際に、該基礎立上がりパネル11に設けられた
受部12.12に保持具27を架設することにより、基
礎立上がりパネル11、It間の間隔を一定に保持でき
るのである。In addition, when the foundation rising panels 11, 11 are mounted facing each other on the fixture 1, by installing the holder 27 on the receiving portion 12.12 provided on the foundation rising panel 11, the distance between the foundation rising panels 11, It This makes it possible to maintain a constant spacing.
さらに、固定具1に基礎立上がりパネル1lilを装着
するための受体9,9を上下移動調整自在に構成すると
、この受体9,9を上下方向に移動させることにより、
固定具1に対面装着された基礎立上がりパネル11、1
1相互間のレベルを調整できることとなる。Furthermore, if the receivers 9, 9 for attaching the basic rising panel 1lil to the fixture 1 are configured to be adjustable in vertical movement, by moving the receivers 9, 9 in the vertical direction,
Foundation rising panels 11, 1 mounted face-to-face on fixture 1
1. The level between the two can be adjusted.
また、固定具1.1に対面装着された基礎立上がりパネ
ル11、11の端部に保持具を外嵌着させることにより
、該基礎立上がりパネル11、11の端部の間隔を一定
に保持できることとなり、よってコンクリート31の打
設による基礎立上がりパネル++。Furthermore, by externally fitting the holder to the ends of the foundation rising panels 11, 11 that are mounted facing each other on the fixture 1.1, the distance between the ends of the foundation rising panels 11, 11 can be maintained constant. , Therefore, the foundation rising panel ++ by pouring concrete 31.
11の間隔の拡張を阻止できることとなる。This means that the expansion of the interval of 11 can be prevented.
(実施例) 以下、本発明の一実施例を図面に従って説明する。(Example) An embodiment of the present invention will be described below with reference to the drawings.
第1図(イ)に於いて、1は地盤上に固定される固定具
で、底板2の両端には側板3. 3が設けられてなり、
この側板3,3の内側には屈曲形成された一本以上の支
持棒4が設けられている。8は前記支持棒4の凸状部5
,5に固定ネジ6.6を介して取付けられた取付板で、
その上面には断面路コの字状の受体9,9が溶着されて
なり、また該取付板8は前記支持棒4の凸状部5,5の
上面に先端部分が当接する調整ネジ10により、上下方
向(へ方向)への移動調整可能に構成されている。In FIG. 1(A), reference numeral 1 denotes a fixture fixed on the ground, and side plates 3. 3 has been established,
One or more bent support rods 4 are provided inside the side plates 3, 3. 8 is a convex portion 5 of the support rod 4
, 5 with a mounting plate attached via fixing screws 6.6,
Receptacles 9, 9 each having a U-shaped cross section are welded to its upper surface, and the mounting plate 8 has an adjusting screw 10 whose tip portion contacts the upper surface of the convex portions 5, 5 of the support rod 4. It is configured to be able to adjust its movement in the vertical direction (toward direction).
第1図(0)に於いて、11は固定具1の受体9に嵌入
着される略矩形状の基礎立上がりパネルで、該基礎立上
がりパネル11は繊維混入セメントにて構成されており
、またその−側面略中央部には長平方向に沿って断面略
し字状の受部12が設けられてなる。In FIG. 1(0), reference numeral 11 denotes a substantially rectangular foundation rising panel that is fitted into the receiver 9 of the fixture 1, and the foundation rising panel 11 is made of fiber-mixed cement. A receiving portion 12 having an abbreviated cross-section is provided approximately at the center of the negative side along the elongated direction.
第1図(ハ)に於いて、13は前記基礎立上がりパネル
11と同様の材質で構成された略矩形状のベースパネル
を示す。In FIG. 1(c), reference numeral 13 denotes a substantially rectangular base panel made of the same material as the foundation rising panel 11.
第1図(ニ)に於いて、2Bは正面略コの字状の連結棒
29の両端に、凹部30a、 30bを設けて屈曲形成
された受部材30.30が溶着されてなる基礎立上がり
パネル保持金具である。In FIG. 1(d), 2B is a basic upright panel in which receiving members 30 and 30, which are bent and formed with recesses 30a and 30b, are welded to both ends of a connecting rod 29 that is approximately U-shaped from the front. It is a holding metal fitting.
本実施例は以上の様な構成からなり、次にこれを使用し
て基礎構造体を施工する場合について説明する。This embodiment has the above-mentioned configuration, and next, a case where a foundation structure is constructed using this will be explained.
先ず、予め地盤14に掘削した長穴15に所謂捨てコン
クリート16を打ち、その硬化後に墨出しを行う。First, so-called waste concrete 16 is poured into a long hole 15 drilled in the ground 14 in advance, and after it hardens, it is marked out.
次に、第2図に示す如く前記捨てコンクリート16上の
墨出しに従って固定具1を所定間隔隔てて設置し、該固
定具1の底板2の穿設孔2aを介してコンクリート釘1
7・・・を打ち込んで捨てコンクリート16上に固定す
る。Next, as shown in FIG. 2, the fixtures 1 are installed at predetermined intervals according to the markings on the concrete 16, and the concrete nails 1 are inserted through the holes 2a of the bottom plate 2 of the fixtures 1.
7... is cast and fixed on the discarded concrete 16.
そして、第3図の如く先ず固定具1・・・の支持棒4上
に跨がらせて基礎ベース配筋18を配筋し、さらに第4
図に示す様にして基礎立上がり筋20・・・を組む。尚
、この交差部分等は必要に応じて金具等を用いて補強す
る。As shown in FIG.
Assemble the basic standing reinforcements 20 as shown in the figure. Note that these intersections and the like are reinforced using metal fittings, etc., as necessary.
次に、第5因の様にベースパネル13を前記固定具1の
側板3の外面に当接させ、第6図の如く該ベースパネル
13の外側を±23で押えて、この状態を維持する。尚
、ベースパネル13・・・の継手部分には、支持材等を
使用してベースパネル13・・・を連結する。Next, as in the fifth factor, the base panel 13 is brought into contact with the outer surface of the side plate 3 of the fixture 1, and as shown in FIG. . Note that the base panels 13 are connected to the joint portions of the base panels 13 using supporting materials or the like.
その後、所定間隔隔てて並設された二個の固定具1の受
体9,9−刃側及び他方側に嵌入看して架設し、二枚の
基礎立上がりパネル11、Nを対面装着する。この際、
固定具1の受体9.9を調整ネジ10にて上下方向(A
方向)に移動調整して、基礎立上がりパネル11、11
の上端面の高さを同レベルにすることが可能である。Thereafter, the receivers 9, 9--the blade side and the other side of the two fixtures 1 arranged in parallel at a predetermined interval are fitted and constructed, and the two foundation rising panels 11 and N are mounted facing each other. On this occasion,
Adjust the receiver 9.9 of the fixture 1 in the vertical direction (A
direction) and move the foundation rising panels 11, 11.
It is possible to make the heights of the upper end surfaces of the two sides the same level.
次に、対面装着された基礎立上がりパネル11、11の
間隔を一定に保持すべく、この基礎立上がりパネルIt
、Itの受部12.12に棒25の両端に掛止片26゜
26が設けられた中間保持金具27を掛止する。この場
合、基礎立上がりパネル11の受部12は長手方向に連
設されてなるために、任意の位置に且つ複数個の中間保
持金具27を掛止させることができるのである。その後
、基礎立上がりパネル保持金具28の受部材30.30
の一方の凹部3Qa+ 30aを基礎立上がりパネル1
1、11の上端に嵌入着せしめて両パネルの間隔を保持
する。また、複数の基礎立上がりパネル11・・・を連
設させる場合には、第7図の如く所定間隔隔てて装着さ
れた基礎立上がりパネル保持金具28の受部材30の他
方の凹部30b間にL鋼45等を架設せしめると、連設
される基礎立上がりパネル11、 11・・・が略直線
状に構成できるという利点を奏する。Next, in order to maintain a constant interval between the foundation rising panels 11 and 11 mounted facing each other, the foundation rising panels It
, It is hooked onto the receiving portion 12.12 of the rod 25 with an intermediate holding fitting 27 having hooking pieces 26.26 at both ends thereof. In this case, since the receiving portions 12 of the foundation rising panel 11 are arranged continuously in the longitudinal direction, a plurality of intermediate holding fittings 27 can be latched at arbitrary positions. After that, the receiving member 30.30 of the foundation rising panel holding fitting 28
One of the recesses 3Qa+ 30a is used as the foundation for the rising panel 1
1 and 11 to maintain the distance between the two panels. In addition, when a plurality of foundation rising panels 11... are installed in succession, an L steel is placed between the other recesses 30b of the receiving members 30 of the foundation rising panel holding fittings 28 installed at predetermined intervals as shown in FIG. 45, etc., there is an advantage that the foundation rising panels 11, 11, .
この様にして、型枠24の施工作業が極めて容易に行え
るのである。In this way, the work of constructing the formwork 24 can be carried out extremely easily.
次に、第8図の様に前記型枠24内にコンクリート31
を打設する。この場合に於いて、基礎立上がりパネル1
1.11間には中間保持金具27.基礎立上がりパネル
保持金具28が装着されてなるために、コンクリート3
1を打設しても基礎立上がりパネル11.11間の間隔
が拡張することもないのである。Next, as shown in FIG. 8, concrete 31 is placed inside the formwork 24.
to be poured. In this case, the foundation rising panel 1
1. There is an intermediate holding fitting between 11 and 27. Since the foundation rising panel holding fittings 28 are attached, the concrete 3
1, the distance between the foundation rising panels 11 and 11 will not expand.
さらに、基礎立上がりパネル11、11の下側面に沿っ
て前記基礎ベース部32上にコンクリート31を打設し
、このコンクリート31が硬化した後に、前記基礎立上
がりパネル保持金具28を取外し、これにて基礎構造体
22の施工が完了する。Further, concrete 31 is placed on the foundation base part 32 along the lower side of the foundation rising panels 11, 11, and after this concrete 31 has hardened, the foundation rising panel holding fittings 28 are removed, and the foundation Construction of the structure 22 is completed.
而して、これにより施工された基礎構造体22は、基礎
ベース部32と基礎立上がり部33が一体構成されてな
り、且つ型枠24の取外しも要しないために、この一連
の施工作業が極めて迅速に行え、よって工期を大幅に短
縮できることとなるのである。In the thus constructed foundation structure 22, the foundation base portion 32 and the foundation rising portion 33 are integrally constructed, and there is no need to remove the formwork 24, so this series of construction work is extremely simple. This can be done quickly, thus significantly shortening the construction period.
尚、上記実施例に於いては、ベースパネル13゜基礎立
上がりパネル11を夫々略矩形状に構成してなるが、そ
の形状は決してこれに限定されるものではなく、例えば
第9図(イ)の樺に略直角状に屈曲形成したり、同図9
図(0)の樺に上面略コの字状に形成したりすることも
可能であり、これらを組合わせると種々の形状を有する
型枠24を構成することができる。しかるに、各パネル
の具体的な形状は問わない。In the above embodiment, the base panel 13° and the foundation rising panel 11 are each formed into a substantially rectangular shape, but the shape is by no means limited to this, and for example, as shown in FIG. 9(a). 9 in the same figure.
It is also possible to form the upper surface of the birch shown in FIG. 0 in a substantially U-shape, and by combining these forms, it is possible to construct the formwork 24 having various shapes. However, the specific shape of each panel does not matter.
また、該実施例の如く繊維混入セメントにて各パネルを
構成すると、該パネルにより基礎構造体22の表面側の
強度が増強されるために、基礎構造体22のコンクリー
ト31の収縮により発生する所謂クラックが該基FiM
構造体22の表面にまで及ばないという利点を有するが
、各パネルの材質はこれに限定されるものではない。Furthermore, when each panel is made of fiber-containing cement as in this embodiment, the strength of the surface side of the foundation structure 22 is enhanced by the panels, so that the so-called so-called shrinkage of the concrete 31 of the foundation structure 22 is increased. The crack is the base FiM
Although it has the advantage that it does not extend to the surface of the structure 22, the material of each panel is not limited to this.
さらに、上記実施例の如く基礎立上がりパネル11には
、必ずしも中間保持金具25を装着するための受部12
を設ける必要はない。Furthermore, as in the above embodiment, the base rising panel 11 does not necessarily have a receiving portion 12 for attaching the intermediate holding fitting 25.
There is no need to provide
また、基礎立上がりパネル保持金具28の形状等の構成
も該実施例に限定されるものではなく、第10図(イ)
の様に金属棒29の両端部29a、 29aを屈曲形成
して基礎立上がりパネル11、11の外側面を挾持しう
る様に平板34.34を取着したり、同図(0)の如く
所謂ターンバックル35のネジ材36の一端を屈曲形成
して、その先端に基礎立上がりパネル11の端部を挾持
しうる係止部37を設けて構成しても構わない。要は、
固定具1に対面装着された基礎立上がりパネル11、1
1の間隔を保持させるべく、該基礎立上がりパネル11
.11に外嵌着可能に構成されておればよい。Further, the configuration such as the shape of the base rising panel holding fittings 28 is not limited to the above embodiment, and is shown in FIG. 10(A).
Both ends 29a, 29a of the metal rod 29 are bent as shown in FIG. One end of the screw material 36 of the turnbuckle 35 may be bent, and a locking portion 37 capable of holding the end of the base rising panel 11 may be provided at the tip thereof. In short,
Foundation rising panels 11, 1 mounted face-to-face on fixture 1
In order to maintain the interval of 1, the base rising panel 11
.. 11 so that it can be fitted externally.
また、固定具1の側板3,3の外面に当接して対向配置
したベースパネル13は、本発明の必須の条件ではなく
、必要に応じて使用すればよい。Further, the base panel 13 disposed facing and in contact with the outer surfaces of the side plates 3, 3 of the fixture 1 is not an essential condition of the present invention, and may be used as necessary.
さらに、上記実施例の如く配筋を施す作業も決して本発
明の必須のものではない。Further, the work of arranging reinforcement as in the above embodiment is by no means essential to the present invention.
(発明の効果)
叙上の樺に、本発明は地盤上に基礎構造体の基礎ベース
部を形成するための固定具を設けた後、固定具間に基礎
立上がりパネルを対面装着せしめて型枠を形成し、該型
枠内にコンクリートを打設するものであるために、前記
固定具に於いて基礎ベース部が形成されると同時に、基
礎立上がりパネル間で基礎立上がり部が前記基礎ベース
部と一体的に施工できることとなる。(Effect of the invention) In contrast to the birch described above, the present invention provides a fixing device for forming a foundation base portion of a foundation structure on the ground, and then attaches foundation rising panels facing each other between the fixing devices to form a formwork. , and concrete is poured into the formwork. Therefore, at the same time as the foundation base part is formed in the fixing device, the foundation rising part is connected to the foundation base part between the foundation rising panels. This means that it can be constructed in one piece.
従って、別工程にて基礎ベース部と基礎立上がり部とを
施工していた従来のものに比して、基礎構造体の工期が
大幅に短縮できるという格別顕著な効果が得られたので
ある。Therefore, compared to the conventional method in which the foundation base part and the foundation upright part were constructed in separate processes, the construction period for the foundation structure could be significantly shortened, which was a particularly remarkable effect.
また、前記基礎立上がりパネルに保持具用受部を設ける
と、該基礎立上がりパネルを対面装着させた際に、この
受部間に保持具を架設させて装着すれば、これにより基
礎立上がりパネル間の間隔が保持されることとなり、よ
って基礎立上がりパネル間にコンクリートを打設しても
、その間隔が一定に保持できるという効果を奏する。Furthermore, if a support part for a holder is provided on the foundation rising panel, when the foundation rising panels are mounted facing each other, if the holder is constructed and installed between these receiving parts, this will allow the space between the foundation rising panels to be The spacing is maintained, so even if concrete is poured between the foundation rising panels, the spacing can be maintained constant.
また、前記固定具に基礎立上がりパネルを装着するため
の受体を上下移動調整自在に構成すると、該固定具に対
面装着された基礎立上がりパネル相互間のレベルを調整
することができ、よって精度の高い基礎構造体の施工が
行えることとなり、その後の建造物等の施工作業が良好
に行えるという利点がある。Furthermore, if the receiver for attaching the foundation rising panel to the fixing device is configured to be vertically adjustable, the level between the foundation rising panels mounted facing each other on the fixing device can be adjusted, thereby improving accuracy. This has the advantage that a high foundation structure can be constructed, and subsequent construction work for buildings, etc. can be carried out smoothly.
さらに、固定具に対面装着された基礎立上がりパネルの
端部に基礎立上がりパネル保持具を外嵌着すると、この
基礎立上がりパネル間の端部の間隔を一定に保持させる
ことができ、よってコンクリートの打設による基礎立上
がりパネル間の拡張を阻止しうるという利点がある。Furthermore, if a foundation rising panel holder is externally fitted to the ends of the foundation rising panels that are attached to the fixtures facing each other, the spacing between the ends of the foundation rising panels can be maintained constant, thereby preventing concrete pouring. This has the advantage of preventing expansion between foundation rising panels due to construction.
第1図は本発明の一実施例を示し、同図(イ)は固定具
の正面図、同図(0)は基礎立上がりパネルの斜視図、
同図(ノリはベースパネルの斜視図、同図(ニ)は基礎
立上がりパネル保持具の正面図。
第2図は固定具を捨てコンクリート上に固定する工程を
示す説明図。
第3図は基礎ベース配筋を施す工程を示す説明図。
第4図は基礎立上がり配筋を施す工程を示す説明図。
第5図はベースパネルの施工状態を示す説明図。
第6図は固定具に基礎立上がりパネルを装着した状態を
示す一部断面正面図。
第7図は基礎立上がりパネル保持具にL鋼を架設した状
態を示す一部拡大斜視図。
第8図は型枠内にコンクリートを打設する工程を示す一
部断面正面図。
第9図(イ)及び(0)は基礎立上がりパネルの他の実
施例を示す斜視図。
第10図(イ)及び(0)は基礎立上がりパネル保持具
の他の実施例を示す斜視図。
第11図は従来例を示す一部断面正面図。
1・・・固定具 9・・・受体11・・・
基礎立上がりパネル 12・・・受部14・・・地盤
22・・・基礎構造体24・・・型枠
27・・・保持具31・・・コンクリー
ト32・・・基礎ベース部33・・・基礎立上がり部
出願人 大阪セメント株式会社
住友林業株式会社
代理人 弁理士 原本 昇
第
図
/
/
第
図
]6
第
図
(イ)
(ロ)
第10図
(イ)
(ロ)
第11
図FIG. 1 shows an embodiment of the present invention, in which (A) is a front view of the fixture, (0) is a perspective view of the foundation rising panel,
The same figure (glue is a perspective view of the base panel, the same figure (d) is a front view of the foundation rising panel holder. Figure 2 is an explanatory diagram showing the process of discarding the fixing device and fixing it on concrete. Figure 3 is the foundation An explanatory drawing showing the process of placing base reinforcement. Fig. 4 is an explanatory drawing showing the process of placing foundation rising reinforcement. Fig. 5 is an explanatory drawing showing the construction state of the base panel. Fig. 6 is an explanatory drawing showing the process of placing base reinforcement on the fixture. A partially sectional front view showing the panel installed. Fig. 7 is a partially enlarged perspective view showing the L steel installed on the foundation rising panel holder. Fig. 8 shows concrete being poured into the formwork. A partially sectional front view showing the process. Figures 9 (a) and (0) are perspective views showing other examples of the foundation rising panel. Figures 10 (a) and (0) are views of the foundation rising panel holder. A perspective view showing another embodiment. Fig. 11 is a partially sectional front view showing a conventional example. 1... Fixture 9... Receiver 11...
Foundation rising panel 12... Receiving part 14... Ground
22...Foundation structure 24...Formwork
27...Holder 31...Concrete 32...Foundation base part 33...Foundation rising part Applicant Osaka Cement Co., Ltd. Sumitomo Forestry Co., Ltd. Agent Patent attorney Original Noboru Figure/ / Figure] 6 Figure (a) (b) Figure 10 (a) (b) Figure 11
Claims (1)
形成すべく、少なくとも二以上の固定具1を所定間隔隔
てて設けた後、前記基礎ベース部32に連設する基礎立
上がり部33を形成すべく、前記固定具1、1間に基礎
立上がりパネル11、11を対面装着せしめて型枠24
を形成し、次に該型枠24内にコンクリート31を打設
することにより前記基礎ベース部32と基礎立上がり部
33とからなる構造体を一体形成することを特徴とする
建造物等の基礎構造体の施工方法。 2、建造物等の基礎構造体を施工するための構築材であ
って、基礎構造体22の基礎立上がり部33を形成する
ための基礎立上がりパネル11と、基礎構造体22の基
礎ベース部32を形成するための固定具1とからなり、
しかも該固定具1には前記基礎立上がりパネル11を対
面装着するための受体9、9が設けられてなることを特
徴とする建造物等の基礎構造体の施工方法に使用される
構築材。 3、基礎構造体22の基礎立上がり部33を形成すべく
固定具1、1間に架設される基礎立上がりパネルであっ
て、該基礎立上がりパネル11、11の対向内面側には
、該基礎立上がりパネル11、11の間隔を保持すべく
基礎立上がりパネル11、11間に架設される保持具2
7の両端部を装着可能な受部12が設けられてなること
を特徴とする建造物等の基礎構造体の施工方法に使用さ
れる基礎立上がりパネル。 4、基礎構造体22の基礎立上がり部33を形成すべく
該基礎立上がりパネル11、11を対面装着するための
固定具であって、該基礎立上がりパネル11、11を装
着するための受体9、9が上下移動調整自在に構成され
てなることを特徴とする建造物等の基礎構造体の施工方
法に使用される固定具。 5、基礎構造体22の基礎立上がり部33を形成すべく
固定具1、1間に対面装着された基礎立上がりパネル1
1、11の間隔を保持するための保持具であって、該基
礎立上がりパネル11、11の端部に外嵌着可能に構成
されてなることを特徴とする建造物等の基礎構造体の施
工方法に使用される基礎立上がりパネル保持具。[Scope of Claims] 1. In order to form the foundation base portion 32 of the foundation structure 22 on the ground 14, at least two or more fixing devices 1 are provided at a predetermined interval, and then connected to the foundation base portion 32. In order to form the foundation rising part 33, the foundation rising panels 11, 11 are mounted facing each other between the fixtures 1, 1, and the formwork 24
A foundation structure for a building, etc., characterized in that a structure consisting of the foundation base part 32 and the foundation rising part 33 is integrally formed by forming concrete 31 in the formwork 24. Body construction method. 2. A construction material for constructing a foundation structure such as a building, which includes a foundation rising panel 11 for forming a foundation rising portion 33 of the foundation structure 22 and a foundation base portion 32 of the foundation structure 22. It consists of a fixture 1 for forming the
Moreover, the fixture 1 is provided with receivers 9, 9 for mounting the foundation rising panel 11 facing each other.A construction material used in a construction method for a foundation structure such as a building. 3. A foundation rising panel installed between the fixtures 1 and 1 to form the foundation rising portion 33 of the foundation structure 22, on the opposing inner surfaces of the foundation rising panels 11, 11, the foundation rising panel A holder 2 installed between the foundation rising panels 11 and 11 to maintain the distance between the base panels 11 and 11
1. A foundation rising panel used in a construction method for a foundation structure such as a building, characterized in that it is provided with a receiving portion 12 to which both ends of a foundation structure 7 can be attached. 4. A fixture for mounting the foundation rising panels 11, 11 facing each other to form the foundation rising portion 33 of the foundation structure 22, and a receiver 9 for mounting the foundation rising panels 11, 11; A fixture used in a construction method for a foundation structure such as a building, characterized in that the fixture 9 is configured to be vertically movable and adjustable. 5. Foundation rising panel 1 mounted face-to-face between fixtures 1 and 1 to form foundation rising portion 33 of foundation structure 22
Construction of a foundation structure of a building, etc., characterized in that it is a holder for maintaining the distance between the foundation panels 11 and 11, and is configured to be able to be fitted externally to the ends of the foundation rising panels 11, 11. Base stand-up panel retainer used in method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8824889A JPH02269227A (en) | 1989-04-07 | 1989-04-07 | Construction method of foundation structure body for building and member used for this construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8824889A JPH02269227A (en) | 1989-04-07 | 1989-04-07 | Construction method of foundation structure body for building and member used for this construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02269227A true JPH02269227A (en) | 1990-11-02 |
Family
ID=13937553
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8824889A Pending JPH02269227A (en) | 1989-04-07 | 1989-04-07 | Construction method of foundation structure body for building and member used for this construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02269227A (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5886268A (en) * | 1981-11-18 | 1983-05-23 | オーエム工業株式会社 | Apparatus for changing and supporting height of mold frame of fabric foundation |
-
1989
- 1989-04-07 JP JP8824889A patent/JPH02269227A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5886268A (en) * | 1981-11-18 | 1983-05-23 | オーエム工業株式会社 | Apparatus for changing and supporting height of mold frame of fabric foundation |
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