JPH0626195A - Coupling device for structure execution - Google Patents
Coupling device for structure executionInfo
- Publication number
- JPH0626195A JPH0626195A JP5144193A JP5144193A JPH0626195A JP H0626195 A JPH0626195 A JP H0626195A JP 5144193 A JP5144193 A JP 5144193A JP 5144193 A JP5144193 A JP 5144193A JP H0626195 A JPH0626195 A JP H0626195A
- Authority
- JP
- Japan
- Prior art keywords
- tool
- engagement
- coupling
- construction
- engaging
- 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
Landscapes
- Foundations (AREA)
- Retaining Walls (AREA)
- Fencing (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、木造建築の基礎、コン
クリート建築の地中梁、内壁、外壁、擁壁、門柱、階段
の蹴込部または塀等を構築する型枠あるいは堰板等を結
合する構築物施工用結合具に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention combines a foundation of a wooden construction, an underground beam of concrete construction, an inner wall, an outer wall, a retaining wall, a gate pillar, a formwork or a weir board for constructing a stair riser or a fence. The present invention relates to a structure construction coupling tool.
【0002】[0002]
【従来技術】例えば木造建築の基礎の施工は従来は次の
ように行われている。まず施工箇所の基礎部分の地面を
適当な深さに掘り、ここにグリ石を入れ、その上からコ
ンクリートを打つ。次にコンクリート上に基礎用型枠を
組み、この型枠内にコンクリートを打ち、コンクリート
が固化したら型枠を解体している。2. Description of the Related Art For example, the construction of a foundation of a wooden construction is conventionally performed as follows. First, dig the ground of the foundation part of the construction site to an appropriate depth, put the stone in this place, and pour concrete from it. Next, the formwork for the foundation is assembled on the concrete, concrete is poured into this formwork, and when the concrete is solidified, the formwork is dismantled.
【0003】[0003]
【発明が解決しようとする課題】けれども、上記した従
来の基礎の施工方法には次のような課題があった。すな
わち、型枠のコンクリートと接触する枠板には解体後も
コンクリートの滓が付着しているので、次の施工の支障
とならないように清掃する必要がある。また枠板には剥
離剤としてあらかじめ油が塗布される。このためトラッ
クへの積み降ろしの際はトラックばかりでなく作業者の
衣服もひどく汚れてしまう。更には、型枠の枠板はコン
クリートの圧力で膨らんだり、甚だしい場合は分解した
りするので、補強を十分に行う必要がある。このため型
枠の組立ておよび解体には多くの人手を必要とし、人件
費等の経費がかさむ。また人手が十分に確保できなけれ
ば工期遅れの要因となる。本願発明者は上記課題を解決
するために、堰板を所要の間隔をおいて相対向して結合
して構築部材を構成し、これを施工箇所に据えて堰板間
の空間部にコンクリートを充填し、固化後もそのまま解
体しない施工方法を案出したが、本発明はこの際に堰板
を所要の間隔をおいて相対向して結合する手段を提供す
るものである。However, the above-mentioned conventional method of constructing a foundation has the following problems. In other words, since the slag of concrete adheres to the frame plate of the formwork that comes into contact with the concrete even after dismantling, it is necessary to clean it so as not to hinder the next construction. Also, oil is applied to the frame plate in advance as a release agent. For this reason, not only the truck but also the clothes of the worker are seriously soiled when the truck is loaded and unloaded. Furthermore, the frame plate of the formwork swells under the pressure of concrete and decomposes in extreme cases, so it is necessary to sufficiently reinforce it. For this reason, many workers are required for assembling and disassembling the formwork, resulting in a high labor cost. If manpower is not secured enough, it will cause a delay in construction period. In order to solve the above-mentioned problems, the inventor of the present application constructs a building member by connecting barrier plates to face each other at a required interval, and installs this at a construction site to place concrete in the space between the barrier plates. A construction method has been devised which does not dismantle as it is even after being filled and solidified, but the present invention provides a means for connecting the dam plates so that they face each other at a required interval.
【0004】[0004]
【課題を解決するための手段】上記手段を提供するため
に講じた本発明の構成は次のとおりである。第1の発明
にあっては、構築物を構成する構築部材を結合する結合
具であって、この結合具は、係合受部を有する係合具
と、両端部に係合部を有し、この係合部は前記係合具の
係合受部に係合可能に形成してある結合部材と、を備え
た、構築物施工用結合具である。第2の発明にあって
は、係合具には、この係合具を構築部材に取付けたとき
に外れにくいようにする固定補強手段が設けてある、第
1の発明にかかる構築物施工用結合具である。第3の発
明にあっては、構築物を構成する構築部材を結合する結
合具であって、この結合具は、係合受部を有する係合具
と、両端部に係合部を有し、この係合部は前記係合具の
係合受部に係合可能に形成してある結合部材と、を備
え、前記係合具は、係合具基体と、この係合具基体を保
持する台具と、からなり、前記係合具基体は両側壁部が
表側に向けて狭まるように傾斜させてあり、前記台具は
保持片を有し、この保持片は前記係合具基体の両側壁部
を保持できるように先部が狭まるように傾斜させてあ
り、前記台具は前記係合具基体より変形しやすいように
形成してある、構築物施工用結合具である。使用の対象
となる構築物としては、例えば木造建築の基礎、コンク
リート建築の地中梁、内壁、外壁、擁壁、門柱、階段の
蹴込部または塀等があげられる。結合具は、これら構築
物に使用される型枠あるいは堰板等の構築部材に取付け
られる。係合具は、例えば埋め込んだり固着したりして
構築部材に取付けられる。その個数も適宜決められる。
構築部材の素材は限定せず、例えば内部に金網等の補強
材を入れたコンクリート板、合成樹脂板、セラミック
板、木板、石板等である。結合部材の長さは特に限定さ
れず、施工時の構築部材の厚さに合わせて適宜設定され
る。また、ボルト体を使用して螺子部に締めナットを移
動可能に螺合し、これにより支持長さを調整可能とする
こともできる。Means for Solving the Problems The constitution of the present invention taken to provide the above means is as follows. According to the first aspect of the present invention, there is provided a coupling tool for coupling a construction member constituting a construction, the coupling tool having an engagement receiving portion, and engaging portions at both end portions, The engagement portion is a coupling tool for constructing a structure, comprising: a coupling member that is formed to be engageable with the engagement receiving portion of the engagement tool. In the second aspect of the present invention, the engaging tool is provided with a fixing and reinforcing means for preventing the engaging tool from coming off when attached to the building member. It is a tool. According to a third aspect of the present invention, there is provided a joining tool for joining building members constituting a building, wherein the joining tool has an engaging receiving portion and engaging portions at both end portions. The engaging portion includes a coupling member that is formed to be engageable with the engaging receiving portion of the engaging tool, and the engaging tool holds the engaging tool base and the engaging tool base. A table, the engaging tool base is inclined so that both side wall portions are narrowed toward the front side, the supporting tool has a holding piece, and the holding piece is provided on both sides of the engaging tool base. It is a construction construction coupling tool in which the front portion is inclined so that the wall portion can be held, and the table is formed so as to be more easily deformed than the engaging tool base. Examples of structures to be used include foundations of wooden construction, underground beams of concrete construction, inner walls, outer walls, retaining walls, gate posts, stair risers or fences. The coupler is attached to a building member such as a formwork or dam used in these constructions. The engagement device is attached to the building member, for example, by being embedded or fixed. The number of them is also appropriately determined.
The material of the building member is not limited, and examples thereof include a concrete plate having a reinforcing material such as a wire mesh inside, a synthetic resin plate, a ceramic plate, a wooden plate, a stone plate, and the like. The length of the joining member is not particularly limited and is appropriately set according to the thickness of the construction member at the time of construction. It is also possible to use a bolt body to movably screw a tightening nut to the threaded portion, thereby making it possible to adjust the support length.
【0005】[0005]
【作用】構築物を構成する構築部材の所要箇所に係合具
を取付ける。構築部材の施工にあたっては、構築部材を
所要の位置に配置し、各係合具に係合部を係合させて結
合部材を装着し、結合部材の他方の係合部は他の所要の
箇所に係合させて構築部材を結合する。係合具に固定補
強手段が設けてあるものは、構築部材に取付けたときに
摩擦力等の固定力が増し、構築部材から外れにくい。係
合具が係合具基体と台具からなるものは、例えば施工時
にコンクリートの圧力で係合具へ引き抜き方向の力が作
用して係合具基体が表側へずれようとする場合、変形し
やすい台具の保持片は外側へ広がろうとする。よって、
構築部材がコンクリート製の堰板の場合、コンクリート
部には保持片の表面とほぼ垂直な力が作用し、保持片を
挟むコンクリート部に作用する引き抜き方向の力は分散
するので、係合具が外れにくい。Operation: An engaging tool is attached to a required portion of a building member that constitutes a building. In constructing the building member, the building member is arranged at a required position, the engaging portion is engaged with each engaging tool to mount the coupling member, and the other engaging portion of the coupling member is at another required location. To engage the building members. When the engaging tool is provided with the fixing and reinforcing means, the fixing force such as a frictional force is increased when the engaging tool is attached to the building member, and the engaging tool is unlikely to come off the building member. When the engaging tool is made up of the engaging tool base and the table, for example, when the force of the pulling direction acts on the engaging tool due to the pressure of concrete at the time of construction and the engaging tool base tries to shift to the front side, it is deformed. The holding piece of the easy stand tries to spread outward. Therefore,
When the construction member is a concrete dam, a force that is almost perpendicular to the surface of the holding piece acts on the concrete part, and the pulling-out direction force that acts on the concrete part that sandwiches the holding piece is dispersed. Hard to come off.
【0006】[0006]
【実施例】本発明を図面に示した実施例に基づき更に詳
細に説明する。図1は本発明にかかる構築物施工用結合
具の第1の実施例を示す斜視図である。構築物施工用結
合具は、係合具12と結合部材2からなる。係合具12
は金属板を折曲して形成されている。係合具12は係合
具基体120を有し、係合具基体120は中空状に形成
され、係合受部である正面視四角形の収容凹部122を
有している。また、係合具基体120の表面側には上部
を切り欠き収容凹部122と通じる開口部125を形成
して係合片121が両側に設けてあり、両係合片121
の間には溝部124が形成してある。係合具基体120
の上下面には、係合具基体120よりやや幅広く形成し
てある固定補強手段である埋込板123、123が設け
てある。The present invention will be described in more detail based on the embodiments shown in the drawings. FIG. 1 is a perspective view showing a first embodiment of a constructing tool according to the present invention. The structure construction coupling tool includes an engagement tool 12 and a coupling member 2. Engagement tool 12
Is formed by bending a metal plate. The engagement tool 12 has an engagement tool base 120, the engagement tool base 120 is formed in a hollow shape, and has an accommodation recess 122 that is a square in a front view and is an engagement receiving part. Further, on the front surface side of the engagement tool base 120, an upper portion is cut out to form an opening 125 communicating with the accommodation recess 122, and engagement pieces 121 are provided on both sides.
A groove portion 124 is formed between them. Engaging tool base 120
Embedding plates 123, 123, which are fixing and reinforcing means formed slightly wider than the engaging member base 120, are provided on the upper and lower surfaces.
【0007】結合部材2は長方形の金属製の板体で、そ
の両側端部寄りには係合具12の係合片121と係合す
る係合部である係合括部21が設けてある。また、その
中間部には後述する止め具を装着する装着孔22が二箇
所に設けてある。そして、結合部材2の一端側を係合具
12の開口部125に差し込み、溝部124内を下降さ
せれば、係合括部21は両係合片121に係合する。図
2は係合具を取付けた堰板の裏面図、図3は堰板を結合
した状態を示す使用状態説明図である。図1ないし図3
を参照して本実施例の使用方法および作用を説明する。
符号A1は構築ユニットで、建築物の基礎を施工すると
きに直線部に使用されるもので、二枚の平板状の構築部
材である堰板1と、所要数の結合部材2を備えている。
堰板1はコンクリートで作られた長方形の板状体で、内
部には補強のためのメタルラス(図示省略)が埋め込ん
である。なおメタルラスの代わりにガラス繊維やワイヤ
メッシュ等を埋め込んでもよい。The coupling member 2 is a rectangular plate made of metal, and engaging tabs 21 which are engaging parts for engaging with the engaging pieces 121 of the engaging tool 12 are provided on both side ends thereof. . In addition, mounting holes 22 for mounting a stopper to be described later are provided at two positions in an intermediate portion thereof. Then, when one end side of the coupling member 2 is inserted into the opening 125 of the engaging tool 12 and the inside of the groove 124 is lowered, the engaging constricting portion 21 engages with both engaging pieces 121. FIG. 2 is a rear view of the weir plate to which the engagement tool is attached, and FIG. 3 is a use state explanatory view showing a state in which the weir plate is coupled. 1 to 3
The usage and operation of this embodiment will be described with reference to FIG.
A reference numeral A1 is a construction unit, which is used for a straight portion when constructing a foundation of a building, and is provided with a weir plate 1 which is two flat plate-shaped construction members and a required number of coupling members 2. .
The dam plate 1 is a rectangular plate-shaped body made of concrete, and a metal lath (not shown) for reinforcement is embedded inside. Note that glass fibers, wire mesh, or the like may be embedded instead of the metal lath.
【0008】堰板1の裏面10の上部及び下部にはそれ
ぞれ両側部及び中央部の三箇所に係合具12が表面と面
一に埋め込んである。なお係合具12は、埋込板12
3、123の作用によって固定力が増しているので容易
には外れない。そして、二枚の堰板1を裏面10同士を
向かい合わせにして平行に配置し、結合部材2の両側の
係合括部21を係合具12に係合して掛け渡し、両堰板
1の間隔を固定する。これにより両堰板1の間には平面
視で直線状の空間部4が形成される。なおこの状態では
両堰板1は固定されないが、使用時には後で述べるよう
に高さ調整具を使用して両堰板1の高さが固定されるの
で、構築ユニットA1全体としては堅固なものとなる。
そして長さ方向に連設される各構築ユニットA1の両端
部の結合部材2には締付具25(図5に図示)が架設さ
れる。締付具25は、挿通孔を有するL板状の挟持板2
51、252にボルト253を通し、ナット254で締
め付けるようにした構造である。Engagement tools 12 are embedded in the upper and lower portions of the back surface 10 of the barrier plate 1 at three positions on both sides and the center portion so as to be flush with the front surface. The engagement tool 12 is the embedded plate 12
Since the fixing force is increased by the action of 3,123, it cannot be easily removed. Then, the two dam plates 1 are arranged in parallel with the back surfaces 10 facing each other, and the engaging binding portions 21 on both sides of the coupling member 2 are engaged with and crossed over the engaging members 12, thereby forming both dam plates 1. Fix the interval of. As a result, a linear space portion 4 is formed between the dam plates 1 in a plan view. In this state, both weir plates 1 are not fixed, but at the time of use, the height of both weir plates 1 is fixed by using a height adjusting tool as described later, so that the construction unit A1 as a whole is solid. Becomes
Then, a fastener 25 (shown in FIG. 5) is installed on the connecting members 2 at both ends of each building unit A1 that is continuously provided in the length direction. The fastener 25 is an L plate-shaped holding plate 2 having an insertion hole.
The structure is such that a bolt 253 is passed through 51 and 252 and a nut 254 is tightened.
【0009】上記構築ユニットA1を使用した施工方法
を木造建築等の基礎を施工する場合を例にとり説明す
る。なお、堰板1の大きさ、形状を適宜設定することに
より、コンクリート建築等の地中梁、内壁や外壁、擁
壁、門柱、階段の蹴込部あるいは塀等に応用できるのは
いうまでもない。図4は構築部材の基礎部への据え付け
状態を示す概略平面図、図5は構築部材の高さ調整具と
通り調整具の構造及び使用状態を示す説明図、図6は通
り調整の方法を示す説明図である。構築ユニットは、図
4に示すように直線部用のA1の他、二枚のL板状の堰
板からなる角部用のA2、一枚の平板状の堰板と二枚の
L板状の堰板からなる三叉部用のA3、四枚のL板状の
堰板からなる十字部用のA4がある。図4に示すよう
に、基礎部の直線部分には構築ユニットA1が配置さ
れ、角部には構築ユニットA2が、三叉部には構築ユニ
ットA3が、十字部には構築ユニットA4が配置されて
いる。次に各構築ユニットの据え付け方法を説明する。
なおここでは構築ユニットA1の場合のみを説明し、他
の構築ユニットA2ないしA4については構築ユニット
A1に準じて施工すればよいので説明を省略する。A construction method using the construction unit A1 will be described by taking a case of constructing a foundation such as a wooden construction as an example. Needless to say, by appropriately setting the size and shape of the dam plate 1, it can be applied to underground beams such as concrete buildings, inner and outer walls, retaining walls, gate posts, stair risers or fences. . FIG. 4 is a schematic plan view showing the installation state of the building member on the base portion, FIG. 5 is an explanatory view showing the structure and use state of the height adjusting tool and the passing adjusting tool of the building member, and FIG. 6 shows the passing adjusting method. It is an explanatory view shown. The construction unit is, as shown in FIG. 4, in addition to A1 for a straight line portion, A2 for a corner portion composed of two L plate-shaped dam plates, one flat dam plate and two L plate shapes. There is an A3 for the three-pronged portion made of the weir plate, and an A4 for the cross portion made of four L-plate shaped weir plates. As shown in FIG. 4, the construction unit A1 is arranged in the straight part of the foundation, the construction unit A2 is arranged in the corner portion, the construction unit A3 is arranged in the three-pronged portion, and the construction unit A4 is arranged in the cross portion. There is. Next, a method of installing each building unit will be described.
Note that only the case of the building unit A1 will be described here, and the other building units A2 to A4 can be constructed in accordance with the building unit A1, and therefore description thereof will be omitted.
【0010】図5を参照する。 施工箇所にグリ石を敷き、その上からコンクリート
を水平に打ち、基礎面Bを作る。基礎面Bの構築部材を
施工する位置には縦筋等の鉄筋が立ててある。 みち糸(図示省略)等を基準として、構築ユニット
A1の高さを調整するための高さ調整具5の固定位置を
決める。ここで高さ調整具5の構造を説明する。高さ調
整具5は長方形の基板51を有し、その一端側には二枚
の調整片52、53が堰板1が挿入できる間隔をおいて
立設してある。調整片52、53には高さが違う多数の
ピン孔54、55がそれぞれ対応して設けてある。また
基板51には二箇所に釘孔56が設けてあり、釘57で
基礎面Bに固定するようにしている。Referring to FIG. Laying a stone on the construction site, and concrete is horizontally struck from above to make a foundation surface B. A reinforcing bar such as a vertical bar is erected at a position where the building member of the foundation surface B is to be constructed. The fixing position of the height adjusting tool 5 for adjusting the height of the construction unit A1 is determined with reference to a thread (not shown) or the like. Here, the structure of the height adjuster 5 will be described. The height adjusting tool 5 has a rectangular base plate 51, and two adjusting pieces 52, 53 are erected on one end side of the base plate 51 with a space therebetween so that the dam plate 1 can be inserted therein. The adjustment pieces 52 and 53 are provided with a large number of pin holes 54 and 55 having different heights, respectively. Further, the board 51 is provided with nail holes 56 at two positions, and is fixed to the base surface B by the nail 57.
【0011】高さ調整具5は構築ユニットA1のうち内
側となる堰板1に対応して図6に示すように一枚当たり
両端部二箇所に配置される。位置を決めたら釘57で基
礎面Bに固定する。なお高さ調整具の他の構造として、
調整片の幅をやや広く形成し、その左右両側に多数のピ
ン孔を対称に設けるようにしてもよい。この高さ調整具
によると、構築ユニットA1の継ぎ目部分に配置すれば
両構築ユニットA1の高さを一個の高さ調整具で簡単に
調整できる。また高さ調整具を断面コ状の板体とし、両
側に立設された調整板の間隔を、向かい合って設置され
る堰板1の内面の間隔に対応するように形成して、調整
板のピン孔にピンを通し、内側外側の堰板1の高さを同
時に調整できるようにすることもできる。As shown in FIG. 6, the height adjusting tools 5 are arranged at two positions on both ends of the building unit A1 corresponding to the inner dam plate 1 of the building unit A1. After the position is determined, the nail 57 fixes the base surface B. As another structure of the height adjuster,
The width of the adjustment piece may be formed to be slightly wider, and a large number of pin holes may be symmetrically provided on the left and right sides of the adjustment piece. According to this height adjusting tool, the heights of both building units A1 can be easily adjusted with one height adjusting tool if they are arranged at the joint portion of the building unit A1. In addition, the height adjuster is a plate body having a U-shaped cross section, and the intervals between the adjustment plates that are erected on both sides are formed so as to correspond to the intervals between the inner surfaces of the barrier plates 1 that are installed facing each other. It is also possible to insert a pin into the pin hole so that the heights of the inner and outer barrier plates 1 can be adjusted at the same time.
【0012】 高さ調整具5に掛け渡すようにして堰
板1を調整片52、53の間に裏面10を外側へ向けて
挿入していく。そして、みち糸を基準に堰板1の上辺の
高さを決め、調整片52、53のピン孔54、55のう
ち最適なピン孔にピン58を平行に差し込み、堰板1を
支えるようにする。 前記内側の堰板1の外側に前記鉄筋を挟むようにし
て裏面10を向かい合わせて堰板1を立てる。外側の堰
板1は内側の堰板1と結合部材2を介して一定の間隔を
置いて結合され、みち糸を基準にして既に高さが設定し
てある内側の堰板1と同じ高さに調整される。そして各
構築ユニットA1両端部の結合部材2と、向かい合って
隣接する構築ユニットA1の端部の結合部材2との間に
は、それぞれ締付具25が掛け渡され締め付け固定して
あり、各構築ユニットA1間が許容値以上に広がらない
ようにしている。また他の方法として、コ形でステープ
ル状の止め具を装着孔22に両端部を挿入して装着して
もよいし、番線を装着孔22に通して括ってもよい。な
お、外側の堰板1は「ヘ」状に折曲された所要数の結合
部材6で支持される。結合部材6は長方形の金属板の中
央部に折曲のための薄肉部61を設け、その両側に型押
しにより補強部62を設けたものを中央部で所要の角度
に折曲して、両端部から折曲角部までの高さを調整する
構造である。The barrier plate 1 is inserted between the adjusting pieces 52 and 53 so as to be hung on the height adjusting tool 5, with the back surface 10 facing outward. Then, the height of the upper side of the dam plate 1 is determined on the basis of the thread, and the pin 58 is inserted in parallel to the most suitable pin hole of the pin holes 54, 55 of the adjusting pieces 52, 53 to support the dam plate 1. To do. The weir plate 1 is erected on the outer side of the inner weir plate 1 with the backside 10 facing each other so as to sandwich the reinforcing bar. The outer weir plate 1 is connected to the inner weir plate 1 via the connecting member 2 at a constant interval, and has the same height as the inner weir plate 1 whose height has already been set with reference to the thread. Adjusted to. Then, between the joining members 2 at both ends of each building unit A1 and the joining members 2 at the ends of the adjacent building units A1 facing each other, fasteners 25 are respectively laid and tightened and fixed. The space between the units A1 is prevented from expanding beyond the allowable value. As another method, a U-shaped and staple-shaped stopper may be mounted by inserting both ends into the mounting hole 22, or a number wire may be passed through the mounting hole 22 and bound. The outer barrier plate 1 is supported by a required number of connecting members 6 that are bent in a "F" shape. The connecting member 6 has a rectangular metal plate provided with thin portions 61 for bending at the center thereof, and reinforcing portions 62 provided on both sides thereof by embossing, and bent at a required angle at the center to form both ends. It is a structure that adjusts the height from the section to the corner.
【0013】 各構築ユニットA1の一端部上部には
通り調整具7が装着してある。ここで通り調整具7の構
造を説明する。通り調整具7は二個の調整体71、72
を備えている。調整体71、72はL板状の基板71
0、720を有している。基板710、720の両側縁
部にはそれぞれ補強板711、712及び補強板72
1、722が全長にわたり設けてある。また基板71
0、720の下端部には外側へ張り出してほぼU状とな
るように保持板713、723が設けてある。基板71
0、720の上面には長孔714、724が設けてあ
る。なお、調整体71の幅は調整体72の補強板72
1、722の間にスライド可能に嵌め込めるようにやや
狭く形成されている。調整体71、72は図5に示すよ
うに調整体71、72が両堰板1外面に当接するように
重合して組み合わされ、重なった長孔714、724の
貫通部分にボルトナット75を取付けて締め付け固定さ
れる。A passing adjuster 7 is attached to an upper portion of one end of each building unit A1. Here, the structure of the adjusting tool 7 will be described. The street adjuster 7 has two adjusters 71, 72.
Is equipped with. The adjusting bodies 71 and 72 are L plate-shaped substrates 71.
It has 0 and 720. Reinforcing plates 711 and 712 and a reinforcing plate 72 are provided on both side edges of the substrates 710 and 720, respectively.
1,722 are provided over the entire length. Also the substrate 71
Retaining plates 713 and 723 are provided at the lower end portions of 0 and 720 so as to project outward and have a substantially U shape. Board 71
Slots 714 and 724 are provided on the upper surface of 0 and 720. The width of the adjusting body 71 is the reinforcing plate 72 of the adjusting body 72.
It is formed to be slightly narrow so that it can be slidably fitted between the first and the second parts 722. As shown in FIG. 5, the adjusting bodies 71 and 72 are combined and combined so that the adjusting bodies 71 and 72 come into contact with the outer surfaces of both the dam plates 1, and the bolt nuts 75 are attached to the penetrating portions of the overlapping long holes 714 and 724. Are tightened and fixed.
【0014】そして図6に示すように各通り調整具7の
保持板713、723間には内外交互に角型鋼管8が装
着される。これによって各構築ユニットA1の全長にわ
たって通り調整ができると共に全体の補強にもなる。な
お構築ユニットA1の最端部には平板状の端板9が釘、
締付けボルト等の固定手段により固定され、コンクリー
トが流出しないようにしてある。また端板9は本実施例
では構築ユニットA1とは別体であるが、例えば端部に
塞壁を有する最端部専用の構築ユニットを用いる等し
て、より迅速な施工ができるようにしてもよい。 必要に応じて各堰板1下部と基礎面Bとの隙間にモ
ルタル等を詰めてコンクリートが流出しないようにし、
空間部4に堰板1上面と面一になるようにコンクリート
を流し込み、固化した後、角型鋼管8と通り調整具7を
構築ユニットA1から取り外し、施工が終了する。この
ように、構築ユニットA1(およびA2、A3、A4)
はコンクリート固化後も解体されず、堰板1そのものが
基礎等の構築物となる。As shown in FIG. 6, the square steel pipes 8 are alternately mounted inside and outside between the holding plates 713 and 723 of the adjusting tool 7. As a result, it is possible to adjust the length of each building unit A1 over the entire length and also to reinforce the entire structure. At the end of the building unit A1, a flat plate-shaped end plate 9 is nailed,
It is fixed by fixing means such as tightening bolts to prevent concrete from flowing out. Although the end plate 9 is a separate body from the construction unit A1 in this embodiment, for example, a construction unit dedicated to the endmost portion having a closing wall at the end is used to enable quicker construction. Good. If necessary, mortar etc. is filled in the gap between the lower part of each dam plate 1 and the foundation surface B to prevent concrete from flowing out,
Concrete is poured into the space portion 4 so as to be flush with the upper surface of the barrier plate 1 and solidified, and then the square steel pipe 8 and the passage adjuster 7 are removed from the construction unit A1, and the construction is completed. Thus, building unit A1 (and A2, A3, A4)
Is not dismantled even after solidification of concrete, and the dam plate 1 itself becomes a structure such as a foundation.
【0015】図7は本発明にかかる構築物施工用結合具
の第2の実施例を示す斜視図である。構築物施工用結合
具は係合具12aと結合部材2を組み合わせた構造であ
る。結合部材2は図1に示すものと同一の構造である。
係合具12aは金属板を折曲して形成してあり、係合具
基体120aと台具127からなる。係合具基体120
aは、前記係合具基体120とほぼ同様の構造である
が、両側壁部126は表側が狭まるように傾斜させてあ
り、両係合片121が収容凹部122内部側へ傾斜させ
てある。台具127は背板128を有し、背板128の
中間部両側には表側が狭まるように傾斜させて保持片1
29が設けてあり、上下部には背面側へ突出して四箇所
に装着片130が設けてある。各装着片130には、堰
板1の補強用の鉄筋9に装着するための挿通穴131が
設けてある。なお台具127は薄手の金属板で形成され
ており、係合具基体120aに比較して剛性をやや弱め
てある。なお図面において、図1に示す係合具12と同
一または同等箇所には同一の符号を付して示している。FIG. 7 is a perspective view showing a second embodiment of the connector for constructing a structure according to the present invention. The structure construction coupling tool has a structure in which the engagement tool 12a and the coupling member 2 are combined. The coupling member 2 has the same structure as that shown in FIG.
The engaging tool 12a is formed by bending a metal plate, and includes an engaging tool base 120a and a stand 127. Engaging tool base 120
Although a has substantially the same structure as the engaging member base 120, both side wall portions 126 are inclined so that the front side is narrowed, and both engaging pieces 121 are inclined toward the inside of the accommodation recess 122. The base 127 has a back plate 128, and the holding piece 1 is tilted so that the front side is narrowed on both sides of the middle part of the back plate 128.
29 are provided, and mounting pieces 130 are provided at four positions on the upper and lower portions so as to project to the back side. Each mounting piece 130 is provided with an insertion hole 131 for mounting on the reinforcing bar 9 for reinforcing the dam plate 1. Note that the stand 127 is formed of a thin metal plate and has a slightly lower rigidity than the engagement tool base 120a. In the drawings, the same or equivalent parts as those of the engagement tool 12 shown in FIG. 1 are designated by the same reference numerals.
【0016】この構造の係合具12aによれば、前記係
合具12に比較して堰板1への固定がより確実である。
すなわち、図7に示すように係合具12aを堰板1に取
付け、結合部材2を係合させて両側の堰板1を結合した
後、空間部にコンクリートを充填したときには、その圧
力で係合具12aへ結合部材2による引き抜き方向の力
が作用する。この際、係合片121は収容凹部122内
部側へ傾斜させてあるので、結合部材2による引張力に
対して強く、変形や破損を起こしにくい。また、係合具
12aへ引張力が作用したときに係合具基体120aが
表側へずれようとする場合、変形しやすい台具127の
両保持片129は外側へ広がろうとするので、堰板1の
コンクリート部には保持片129の表面とほぼ垂直な力
が作用する。これによって、保持片129を挟むコンク
リート部に作用する引き抜き方向の力は分散するので、
係合具12aが抜け外れにくい。なお、本発明は図示の
実施例に限定されるものではなく、特許請求の範囲の記
載内において種々の変形が可能である。According to the engaging tool 12a having this structure, the fixing to the dam plate 1 is more reliable than the engaging tool 12.
That is, as shown in FIG. 7, after attaching the engaging tool 12a to the dam plate 1 and engaging the joining member 2 to join the dam plates 1 on both sides, when the space is filled with concrete, the pressure is applied. The pulling-out force of the connecting member 2 acts on the fitting 12a. At this time, since the engagement piece 121 is inclined toward the inside of the accommodation recess 122, it is strong against the tensile force of the coupling member 2 and is unlikely to be deformed or damaged. Further, when the engaging tool base body 120a tries to shift to the front side when a tensile force is applied to the engaging tool 12a, both holding pieces 129 of the stand tool 127, which are easily deformed, try to spread to the outside. A force substantially perpendicular to the surface of the holding piece 129 acts on the concrete portion 1 of FIG. By this, the force in the pull-out direction that acts on the concrete portion sandwiching the holding piece 129 is dispersed,
The engagement tool 12a does not easily come off. The present invention is not limited to the illustrated embodiments, and various modifications can be made within the scope of the claims.
【0017】[0017]
【発明の効果】本発明は上記構成を備え、次の効果を有
する。 (a)本発明にかかる構築物施工用結合具は、例えば従
来の型枠を使用した施工方法とは相違して、コンクリー
トの固化後も解体せずに構築部材そのものが構築物とな
るようにした施工方法において、構築部材の結合が容易
確実にできる。 (b)固定補強手段を有する構築物施工用結合具にあっ
ては、構築部材への固定力が増すので、例えば施工時に
結合部材を係合させて構築部材を結合した後、空間部に
コンクリートを充填したときに、その圧力で係合具へ結
合部材による引き抜き方向の力が作用した場合でも係合
具が抜け外れにくい。 (c)請求項3記載の構築物施工用結合具にあっては、
施工時に例えばコンクリートの圧力で係合具へ結合部材
による引き抜き方向の力が作用し、係合具基体が表側へ
ずれようとする場合、変形しやすい台具の保持片は外側
へ広がろうとするので、構築部材のコンクリート部には
保持片の表面とほぼ垂直な力が作用する。これによっ
て、保持片を挟むコンクリート部に作用する引き抜き方
向の力は分散するので、係合具がより抜け外れにくくな
る。The present invention having the above-mentioned structure has the following effects. (A) Unlike the construction method using a conventional formwork, the structure construction coupling tool according to the present invention is constructed so that the construction member itself does not become disassembled even after solidification of concrete and becomes a construction. In the method, the joining of the building elements can be done easily and reliably. (B) Since the fixing force to the building member is increased in the structure construction coupling tool having the fixing and reinforcing means, for example, after the construction member is coupled by engaging the coupling member at the time of construction, concrete is added to the space portion. When filled, even if a force in the pull-out direction by the coupling member acts on the engagement tool due to the pressure, the engagement tool is unlikely to come off. (C) In the connector for constructing a structure according to claim 3,
During construction, for example, when the force of the connecting member pulls out to the engagement tool due to the pressure of concrete, and the engagement tool base body tries to shift to the front side, the holding piece of the stand, which is easily deformed, tries to spread to the outside. Therefore, a force almost perpendicular to the surface of the holding piece acts on the concrete portion of the building member. As a result, the force in the pull-out direction that acts on the concrete portion sandwiching the holding piece is dispersed, so that the engaging tool is more unlikely to come off.
【図1】本発明にかかる構築物施工用結合具の第1の実
施例を示す斜視図である。FIG. 1 is a perspective view showing a first embodiment of a connector for constructing a structure according to the present invention.
【図2】係合具を取付けた堰板の裏面図である。FIG. 2 is a rear view of the barrier plate to which the engagement tool is attached.
【図3】堰板を結合した状態を示す使用状態説明図であ
る。FIG. 3 is a use state explanatory view showing a state in which the barrier plates are joined.
【図4】構築部材の基礎部への据え付け状態を示す概略
平面図である。FIG. 4 is a schematic plan view showing a state in which a building member is installed on a base portion.
【図5】構築部材の高さ調整具と通り調整具の構造及び
使用状態を示す説明図である。5A and 5B are explanatory views showing a structure and a usage state of a height adjusting tool of a building member and a passing adjusting tool.
【図6】通り調整の方法を示す説明図である。FIG. 6 is an explanatory diagram showing a street adjustment method.
【図7】本発明にかかる構築物施工用結合具の第2の実
施例を示す斜視図である。FIG. 7 is a perspective view showing a second embodiment of the connector for constructing a structure according to the present invention.
12、12a 係合具 2 結合部材 120、120a 係合具基体 121 係合片 122 収容凹部 123 埋込板 124 溝部 125 開口部 126 側壁部 127 台具 129 保持片 12, 12a Engagement tool 2 Coupling member 120, 120a Engagement tool base 121 Engagement piece 122 Housing recess 123 Embedding plate 124 Groove 125 Opening 126 Side wall 127 Stand 129 Holding piece
Claims (3)
合具であって、この結合具は、 係合受部を有する係合具と、 両端部に係合部を有し、この係合部は前記係合具の係合
受部に係合可能に形成してある結合部材と、を備えた、 構築物施工用結合具。1. A coupling tool for coupling a building member constituting a structure, the coupling tool having an engagement receiving portion, and engaging portions at both ends thereof. And a coupling member formed so as to be engageable with the engagement receiving portion of the engagement tool.
付けたときに外れにくいようにする固定補強手段が設け
てある、請求項1記載の構築物施工用結合具。2. The structure construction coupling tool according to claim 1, wherein the engagement tool is provided with a fixing and reinforcing means for preventing the engagement tool from being disengaged when the engagement tool is attached to the construction member.
合具であって、この結合具は、 係合受部を有する係合具と、 両端部に係合部を有し、この係合部は前記係合具の係合
受部に係合可能に形成してある結合部材と、を備え、 前記係合具は、 係合具基体と、 この係合具基体を保持する台具と、からなり、 前記係合具基体は両側壁部が表側に向けて狭まるように
傾斜させてあり、前記台具は保持片を有し、この保持片
は前記係合具基体の両側壁部を保持できるように先部が
狭まるように傾斜させてあり、前記台具は前記係合具基
体より変形しやすいように形成してある、 構築物施工用結合具。3. A coupling tool for coupling a building member constituting a building, the coupling tool having an engagement receiving portion, and engaging portions at both ends thereof. A coupling member formed so as to be engageable with an engagement receiving portion of the engagement tool, wherein the engagement tool includes an engagement tool base, and a stand for holding the engagement tool base, The engaging tool base is inclined so that both side wall parts are narrowed toward the front side, and the table has a holding piece, and the holding piece holds both side wall parts of the engaging tool base. A construction construction coupling tool, wherein the tip is inclined so as to be narrow as possible, and the table is formed so as to be more easily deformed than the engagement tool base.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5144193A JPH0626195A (en) | 1993-02-16 | 1993-02-16 | Coupling device for structure execution |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5144193A JPH0626195A (en) | 1993-02-16 | 1993-02-16 | Coupling device for structure execution |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11215692A Division JPH05287761A (en) | 1992-04-04 | 1992-04-04 | Building construction member and construction method of structure using the same |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0626195A true JPH0626195A (en) | 1994-02-01 |
Family
ID=12887021
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5144193A Pending JPH0626195A (en) | 1993-02-16 | 1993-02-16 | Coupling device for structure execution |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0626195A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09316898A (en) * | 1996-05-29 | 1997-12-09 | Sansei:Kk | Concrete wall surface forming mold for building foundation concrete or the like and manufacture of the mold |
KR100681370B1 (en) * | 2003-09-07 | 2007-02-12 | 마이크로소프트 코포레이션 | Predicting motion vectors for fields of forward-predicted interlaced video frames |
WO2011145197A1 (en) * | 2010-05-20 | 2011-11-24 | 日本環境製造株式会社 | Building unit for concrete structure and method of executing construction using said building unit |
-
1993
- 1993-02-16 JP JP5144193A patent/JPH0626195A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09316898A (en) * | 1996-05-29 | 1997-12-09 | Sansei:Kk | Concrete wall surface forming mold for building foundation concrete or the like and manufacture of the mold |
KR100681370B1 (en) * | 2003-09-07 | 2007-02-12 | 마이크로소프트 코포레이션 | Predicting motion vectors for fields of forward-predicted interlaced video frames |
WO2011145197A1 (en) * | 2010-05-20 | 2011-11-24 | 日本環境製造株式会社 | Building unit for concrete structure and method of executing construction using said building unit |
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