JP2551915Y2 - Concrete outflow prevention device - Google Patents
Concrete outflow prevention deviceInfo
- Publication number
- JP2551915Y2 JP2551915Y2 JP2309292U JP2309292U JP2551915Y2 JP 2551915 Y2 JP2551915 Y2 JP 2551915Y2 JP 2309292 U JP2309292 U JP 2309292U JP 2309292 U JP2309292 U JP 2309292U JP 2551915 Y2 JP2551915 Y2 JP 2551915Y2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- column
- column member
- outflow prevention
- prevention device
- 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 - Lifetime
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は薄肉のプレキャスト板か
らなる柱部材(以下PC柱部材と称す)の内部空間にコ
ンクリートを打設する際に、PC柱部材の下端と床面と
の間隙からのコンクリートの流出を防止するコンクリー
ト流出防止具に関するものである。BACKGROUND OF THE INVENTION The present invention relates to a method for casting concrete in an internal space of a column member made of a thin precast plate (hereinafter referred to as a PC column member). The present invention relates to a concrete outflow prevention device for preventing outflow of concrete.
【0002】[0002]
【従来の技術】近年、建造物の柱を構築するに際し、プ
レキャストされた中空状のPC柱部材を所定位置に立設
し、このPC柱部材の内部空間にコンクリートを打設す
ることにより、PC柱部材と一体化された構造材として
柱を構築する工法が提案され、実用化されている(例え
ば特開平2−194226号公報、同2−167960
号公報など)。2. Description of the Related Art In recent years, when a pillar of a building is constructed, a precast hollow PC pillar member is erected at a predetermined position, and concrete is poured into the internal space of the PC pillar member. A construction method of constructing a pillar as a structural material integrated with a pillar member has been proposed and put into practical use (for example, JP-A-2-194226 and JP-A-2-167960).
Issue publication).
【0003】上記PC柱部材を用いて柱を構築する際に
は、床面に立設したPC柱部材のレベル調整により、P
C柱部材の下端と床面との間に通常20〜30mmの間
隙が形成される。そのため上記工法においてはPC柱部
材の内部空間にコンクリートを打設する際に、コンクリ
ートが流出しないように該間隙を閉塞することが重要で
ある。上記間隙を閉塞するために従来より所定の長さに
切断した角型木材(以下角材という)をPC柱部材の下
端の周囲外壁に当接させコンクリート釘で床面に固定す
る方法が採用されている。When a column is constructed using the above-mentioned PC column member, the level of the PC column member erected on the floor surface is adjusted so that the P column is adjusted.
A gap of usually 20 to 30 mm is formed between the lower end of the C column member and the floor surface. Therefore, in the above-mentioned construction method, it is important to close the gap so that concrete does not flow out when concrete is poured into the internal space of the PC column member. Conventionally, in order to close the gap, a method has been adopted in which square wood (hereinafter referred to as "square material") cut to a predetermined length is brought into contact with the outer peripheral wall at the lower end of the PC column member and fixed to the floor with concrete nails. I have.
【0004】[0004]
【考案が解決しようとする課題】ところが、PC柱部材
の寸法(断面積)は、床構造の支持荷重で決定されるた
め、高層ビルにおいては、上層階にゆくにしたがってP
C柱部材の寸法が順次減少するように設計される。また
建築構造が異なれば当然PC柱部材の寸法は異なる。従
来は作業者が現場でPC柱部材の寸法に応じて最適な長
さに切断しているが、建築現場に大量の角材を搬入する
作業、PC柱部材の寸法取り作業および角材の切断作業
は狭い現場では危険を伴う作業である。特に最近の労働
者不足により上記作業に従事する作業者の高齢化が進
み、該作業の合理化、省力化が望まれている。However, the dimensions (cross-sectional area) of the PC column members are determined by the supporting load of the floor structure.
It is designed so that the dimension of the C column member is gradually reduced. Also, if the building structure is different, the dimension of the PC column member is naturally different. In the past, workers cut to the optimum length at the site according to the dimensions of the PC column members.However, the work to carry a large amount of timber to the construction site, the dimensioning work for the PC column members and the cutting work of the timber are It is dangerous work in a small site. In particular, due to the recent shortage of workers, workers engaged in the above work are aging, and there is a demand for rationalization and labor saving of the work.
【0005】一方PC柱部材のコンクリートの流出防止
に使用された角材は、他のPC柱部材に適用することが
できないために、一度使用された角材は再使用されるこ
となく廃棄されている。しかしながら資源の有効活用あ
るいは森林保護の点からコンクリート流出防止用への角
材の適用については国内外で非難の声があがっており、
角材を使用しないコンクリートの流出防止技術の早急な
開発が迫られている。[0005] On the other hand, since the timber used to prevent the concrete from flowing out of the PC column member cannot be applied to other PC column members, the used timber is discarded without being reused. However, there has been some criticism in Japan and abroad regarding the use of timber to prevent concrete spillage in terms of effective use of resources and forest protection.
There is an urgent need to develop concrete prevention technology that does not use square timber.
【0006】したがって本考案の目的はPC柱部材の下
端と床面との間隙を角材を使用せず、しかもPC柱部材
の寸法に係わらずコンクリート流出防止作業が容易で、
安全に行え、しかもかつ確実に上記間隙を閉塞すること
のできるコンクリート流出防止具を提供することにあ
る。本考案の他の目的は一度使用しても廃棄することな
く、再使用することのできるコンクリート流出防止具を
提供することにある。Accordingly, an object of the present invention is to use a gap between the lower end of the PC column member and the floor surface without using a timber, and to easily perform concrete outflow prevention work regardless of the dimensions of the PC column member.
It is an object of the present invention to provide a concrete outflow prevention tool which can be performed safely and can surely close the gap. Another object of the present invention is to provide a concrete outflow prevention device that can be reused without being discarded even once used.
【0007】[0007]
【課題を解決するための手段】本考案者らは、上記課題
はPC柱部材の寸法に一致するように摺動可能な部材を
用いることにより解決できることに着目し、更に検討し
た結果本考案に到達したものである。The inventors of the present invention focused on the fact that the above-mentioned problems could be solved by using a member slidable so as to match the dimensions of the PC column member. It has been reached.
【0008】すなわら本考案は、薄肉プレキャスト板か
らなる柱部材の下端と床面との間隙を閉塞してコンクリ
ートの流出を防止するコンクリート流出防止具であっ
て、該コンクリート流出防止具に柱部材の各辺の少なく
とも片側端で、かつ該柱部材の下端外壁に当接するよう
に床面に固定される角筒状の固定部材と、該固定部材内
に摺動可能に収容され、かつ長手方向にスリット状開口
が穿設された摺動部材および該固定部材に穿設された開
口に取着され、かつ該開口を介して先端部が摺動部材の
スリット状開口に挿通されるピンから構成されてなるこ
とを特徴とするコンクリート流出防止具である。The present invention is directed to a concrete outflow prevention device for closing a gap between a lower end of a column member made of a thin precast plate and a floor surface to prevent concrete from flowing out. A rectangular tubular fixing member fixed to the floor surface at least at one end of each side of the member and abutting against a lower end outer wall of the column member, and slidably housed in the fixing member; A sliding member having a slit-shaped opening formed in the direction and a pin which is attached to the opening formed in the fixing member and whose tip is inserted through the slit-shaped opening of the sliding member through the opening. It is a concrete outflow prevention tool characterized by being constituted.
【0009】[0009]
【作用】本考案のPC柱部材のコンクリート流出防止具
は、摺動部材の長さを調整することによりコンクリート
流出防止具をPC柱部材の一辺の長さに沿わせることが
できるため取付作業が容易であり、また工事完了後取り
外して、次回の工事に再使用することができる。The concrete outflow prevention device of the PC column member of the present invention can be mounted along the length of one side of the PC column member by adjusting the length of the sliding member. It is easy and can be removed after construction and reused for the next construction.
【0010】[0010]
【実施例】次に本考案のPC柱部材のコンクリート流出
防止具の一実施例を図面にて説明する。図1はPC柱部
材1と床面Lとの関係を示す断面図であり、中空状の矩
形断面として構成したPC柱部材1は、現場に搬入され
て柱を構築しようとする位置の床面Lに埋め込まれたレ
ベル調整用ボルト2上に立設される。このレベル調整用
ボルト2でPC柱部材のレベルが調整される。レベル調
整後通常PC柱部材1の下端と床面Lとの間は20〜3
0mmの間隙Sが形成される。そして上記PC柱部材と
床面との間隙Sを閉塞するコンクリート流出防止具3が
PC柱部材の下端の全周囲にコンクリート釘15により
固定される。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of a concrete column outflow prevention device for PC column members of the present invention will be described with reference to the drawings. FIG. 1 is a cross-sectional view showing a relationship between a PC column member 1 and a floor surface L. The PC column member 1 configured as a hollow rectangular cross section is carried into a site and a floor surface at a position where a column is to be constructed. It is set up on the level adjustment bolt 2 embedded in L. The level of the PC column member is adjusted by the level adjusting bolt 2. After the level adjustment, the distance between the lower end of the ordinary PC column member 1 and the floor L is 20 to 3
A gap S of 0 mm is formed. Then, the concrete outflow preventer 3 for closing the gap S between the PC column member and the floor surface is fixed around the entire lower end of the PC column member by concrete nails 15.
【0011】図2はコンクリート流出防止具3の平面
図、図3は断面図である。図2に示すように一対の角筒
状の固定部材4内に、固定部材4と該同一の断面形状を
有する摺動部材5が収容されている。該摺動部材には長
手方向にスリット状開口6が穿設されており、該スリッ
ト状開口6には固定部材4に穿設された開口を介して摺
動部材5の固定部材4からの脱落を防止するためのピン
7が挿入されている。該ピンの構造7は図4に示すよう
にスリット状開口に挿通される小径部10の両面にスリ
ット状開口の巾より大きな円板体11、12が一体に設
けられており、下部円板体12はスリット状開口の巾よ
り小さな巾となるように円板体の両端が切除されてい
る。13は上部円板体11の表面に設けられた、沿具取
付用の溝である。FIG. 2 is a plan view of the concrete outflow preventing device 3, and FIG. 3 is a sectional view. As shown in FIG. 2, a sliding member 5 having the same cross-sectional shape as the fixing member 4 is housed in a pair of rectangular cylindrical fixing members 4. The sliding member is provided with a slit-shaped opening 6 in the longitudinal direction, and the sliding member 5 is detached from the fixing member 4 through the opening formed in the fixing member 4 in the slit-shaped opening 6. A pin 7 is inserted to prevent the occurrence of the above. As shown in FIG. 4, the pin structure 7 is such that discs 11 and 12 larger than the width of the slit-shaped opening are integrally provided on both sides of a small-diameter portion 10 inserted into the slit-shaped opening. Numeral 12 has both ends of the disk cut off so as to have a width smaller than the width of the slit-shaped opening. Numeral 13 is a groove for mounting a gear along the surface of the upper disk 11.
【0012】固定部材4の底壁は図3に示すように角筒
の底壁よりも長く設けられている。この長く設けられた
部分にコンクリート釘を打ち込んで固定部材を床面に固
定するための開口16が穿設されている。角筒状の固定
部材4は通常図2及び図3に示す三角形状が好ましく用
いられるが、四角形状、六角形状などを採用しても構わ
ない。またその寸法は高さ30〜80mmの断面が二等
辺三角形の形状が好ましい。長さは通常250〜500
mmであり、PC柱部材の寸法により適宜決定すること
ができる。図2では摺動部材5の両端部を固定部材4で
支持する例を示しているが、断面寸法の小さなPC柱部
材の場合には摺動部材5の片端部を固定部材4で支持し
ても構わない。The bottom wall of the fixing member 4 is provided longer than the bottom wall of the rectangular tube as shown in FIG. An opening 16 for driving a concrete nail into the long portion to fix the fixing member to the floor surface is formed. Usually, the rectangular tubular fixing member 4 is preferably used in a triangular shape as shown in FIGS. 2 and 3, but a quadrangular shape, a hexagonal shape, or the like may be adopted. Further, the dimensions thereof are preferably such that the cross section having a height of 30 to 80 mm is an isosceles triangle. Length is usually 250-500
mm, which can be appropriately determined by the dimensions of the PC column member. FIG. 2 shows an example in which both ends of the sliding member 5 are supported by the fixing member 4. However, in the case of a PC column member having a small sectional dimension, one end of the sliding member 5 is supported by the fixing member 4. No problem.
【0013】本考案のコンクリート流出防止具3は耐候
性、耐衝撃性に優れた樹脂、例えば硬質塩化ビニル等、
あるいはアルミニウム、鉄などの金属を用いて押出成型
により大量に、かつ安価に製造することがてきる。また
溶接等により製造することもできる。The concrete outflow prevention device 3 of the present invention is made of a resin having excellent weather resistance and impact resistance, such as hard vinyl chloride.
Alternatively, it can be produced in large quantities at low cost by extrusion using a metal such as aluminum or iron. It can also be manufactured by welding or the like.
【0014】次に本考案のコンクリート流出防止具3の
使用方法について説明する。まず図1に示すようにPC
柱部材1を床面Lに立設してレベル調整用ボルト2でレ
ベルを調整すると、角筒状の固定部材内に摺動部材を収
容した流出防止具3をPC柱部材1の下端に配置する。
次に該流出防止具3がPC柱部材1の一辺の長さに略一
致するように摺動部材5を延ばした後、固定部材4をP
C柱部材の下端の外壁に当接し、固定部材4の底壁に穿
設された開口16を介してコンクリート釘15を床面に
打ち込んで床面Lに固定する。Next, the method of using the concrete outflow prevention device 3 of the present invention will be described. First, as shown in FIG.
When the column member 1 is erected on the floor surface L and the level is adjusted with the level adjusting bolts 2, the outflow prevention tool 3 in which the sliding member is accommodated in the rectangular tubular fixing member is arranged at the lower end of the PC column member 1. I do.
Next, after extending the sliding member 5 so that the outflow prevention member 3 substantially matches the length of one side of the PC column member 1, the fixing member 4 is
The concrete nail 15 is driven into the floor surface through an opening 16 formed in the bottom wall of the fixing member 4 while being in contact with the outer wall at the lower end of the C column member, and is fixed to the floor surface L.
【0015】このようにしてPC柱部材1の全周囲に流
出防止具3を固定する。この状態では図5に示すように
PC柱部材1と摺動部材5との間に固定部材を形成する
角筒状体の厚み分の隙間が形成される。そのためこの隙
間にパテあるいは発泡シート等の充填材14を埋め込ん
で、該隙間を閉塞する。このようにしてPC柱部材の下
端と床面Lとの間隙Sをコンクリート流出防止具3で完
全に閉塞すると、次にPC柱部材の内部空間にコンクリ
ートが打設される。PC柱部材の内部空間に打設された
コンクリートが硬化した後に、床面から取り外されたコ
ンクリート流出防止具3はピン7を抜いて摺動部材5を
固定部材4から抜き出して分離した後、固定部材4及び
摺動部材5を洗浄すると再度コンクリート流出防止具と
して使用することができる。In this way, the outflow prevention member 3 is fixed to the entire periphery of the PC column member 1. In this state, as shown in FIG. 5, a gap is formed between the PC column member 1 and the sliding member 5 for the thickness of the rectangular tubular body forming the fixing member. Therefore, a filler 14 such as a putty or a foam sheet is buried in the gap to close the gap. When the gap S between the lower end of the PC column member and the floor surface L is completely closed by the concrete outflow prevention tool 3 in this manner, concrete is then poured into the internal space of the PC column member. After the concrete poured into the internal space of the PC column member has hardened, the concrete outflow prevention tool 3 removed from the floor surface is pulled out of the pin 7 and the sliding member 5 is pulled out of the fixing member 4 to be separated and fixed. When the member 4 and the sliding member 5 are washed, they can be used again as a concrete outflow prevention tool.
【0016】[0016]
【考案の効果】以上のように本考案のPC柱部材のコン
クリート流出防止具は摺動部材の長さを調整することに
よりコンクリート流出防止具をPC柱部材の一辺に沿わ
せることがでるため取付作業が容易で、また工事完了後
はピンを取り外すと、固定部材と摺動部材とに簡単に分
離できて洗浄再使用が可能であるという優れた効果を奏
している。As described above, the concrete outflow prevention device of the PC column member of the present invention can be mounted along the one side of the PC column member by adjusting the length of the sliding member. The work is easy, and when the pin is removed after the construction is completed, the fixing member and the sliding member can be easily separated and the cleaning and reuse can be performed.
【図1】コンクリート流出防止具の使用状態を示す断面
図である。FIG. 1 is a sectional view showing a use state of a concrete outflow prevention device.
【図2】コンクリート流出防止具の平面図である。FIG. 2 is a plan view of a concrete outflow prevention device.
【図3】コンクリート流出防止具の断面図である。FIG. 3 is a cross-sectional view of a concrete outflow prevention device.
【図4】摺動部材の抜け防止ピンの斜視図である。FIG. 4 is a perspective view of a pin for preventing a sliding member from coming off.
【図5】コンクリート流出防止具の使用状態を示す平面
図である。FIG. 5 is a plan view showing a use state of the concrete outflow prevention device.
1 PC柱部材 2 レベル調整用ボルト 3 コンクリート流出防止具 4 固定部材 5 摺動部材 6 スリット状開口 7 開口 8 ピン DESCRIPTION OF SYMBOLS 1 PC column member 2 Level adjustment bolt 3 Concrete outflow prevention tool 4 Fixing member 5 Sliding member 6 Slit opening 7 Opening 8 Pin
フロントページの続き (72)考案者 松村 律雄 東京都千代田区神田司町2−3 株式会 社大林組東京本社内 審査官 新井 夕起子Continuing on the front page (72) Inventor Ritsuo Matsumura 2-3, Kandajimachi, Chiyoda-ku, Tokyo Examiner, Obayashi Corporation Tokyo Headquarters Investigator Yukiko Arai
Claims (1)
端と床面との間隙を閉塞してコンクリートの流出を防止
するコンクリート流出防止具であって、該コンクリート
流出防止具は柱部材の各辺の少なくとも片側端で、かつ
該柱部材の下端外壁に当接するように床面に固定される
角筒状の固定部材と、該固定部材内に摺動可能に収容さ
れ、かつ長手方向にスリット状開口が穿設された摺動部
材および該固定部材に穿設された開口に取着され、かつ
該開口を介して先端部が摺動部材のスリット状開口に挿
通されるピンから構成されてなることを特徴とするコン
クリート流出防止具。1. A concrete outflow preventing device for closing a gap between a lower end of a column member made of a thin precast plate and a floor surface to prevent concrete from flowing out, wherein the concrete outflow preventing device is provided on each side of the column member. A rectangular tubular fixing member fixed to the floor at least at one end and abutting against a lower end outer wall of the column member; a slit-shaped opening slidably received in the fixing member and extending in the longitudinal direction; And a pin which is attached to an opening formed in the sliding member and the fixed member, and whose distal end is inserted through the slit-shaped opening of the sliding member through the opening. A concrete outflow prevention device characterized by the above-mentioned.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2309292U JP2551915Y2 (en) | 1992-03-17 | 1992-03-17 | Concrete outflow prevention device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2309292U JP2551915Y2 (en) | 1992-03-17 | 1992-03-17 | Concrete outflow prevention device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0577445U JPH0577445U (en) | 1993-10-22 |
JP2551915Y2 true JP2551915Y2 (en) | 1997-10-27 |
Family
ID=12100796
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2309292U Expired - Lifetime JP2551915Y2 (en) | 1992-03-17 | 1992-03-17 | Concrete outflow prevention device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2551915Y2 (en) |
-
1992
- 1992-03-17 JP JP2309292U patent/JP2551915Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0577445U (en) | 1993-10-22 |
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