JP3113158B2 - Precast concrete column members - Google Patents
Precast concrete column membersInfo
- Publication number
- JP3113158B2 JP3113158B2 JP06264440A JP26444094A JP3113158B2 JP 3113158 B2 JP3113158 B2 JP 3113158B2 JP 06264440 A JP06264440 A JP 06264440A JP 26444094 A JP26444094 A JP 26444094A JP 3113158 B2 JP3113158 B2 JP 3113158B2
- Authority
- JP
- Japan
- Prior art keywords
- recess
- column
- grout material
- pillar
- floor slab
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000011178 precast concrete Substances 0.000 title claims description 9
- 239000011440 grout Substances 0.000 claims description 37
- 239000000463 material Substances 0.000 claims description 31
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 239000011800 void material Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、グラウト材が注入され
る凹所を柱主体部の下面に有するプレキャストコンクリ
ート製の柱部材に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column member made of precast concrete having a recess into which a grout material is injected, on a lower surface of a column main portion.
【0002】[0002]
【従来の技術】この種のプレキャストコンクリート製の
柱部材は、一般に、コンクリート製の柱主体部と、大部
分が柱主体部内に埋め込まれかつ一部が柱主体部から上
方へ突出する複数の柱主筋と、柱主体部内に上下方向に
間隔をおいて埋設された複数のフープ筋と、柱主体部内
にあってそれぞれが柱主筋の下端部を受け入れた複数の
スリーブ継手とを含む。柱主体部は、接合用のグラウト
材が注入されるコッターすなわち凹所を下面中央部に有
する。2. Description of the Related Art In general, a column member made of precast concrete of this kind includes a pillar main portion made of concrete and a plurality of pillars mostly embedded in the column main portion and partially projecting upward from the column main portion. It includes a main bar, a plurality of hoop bars buried in the column main portion at intervals in the vertical direction, and a plurality of sleeve joints in the column main portion each of which receives the lower end of the column main bar. The pillar main portion has a cotter, that is, a concave portion into which a grout material for bonding is injected, in the center of the lower surface.
【0003】このような柱部材は、床スラブと柱部材と
の間に間隙を維持するためのスペーサを床スラブに配置
し、床スラブから上方へ突出する各柱主筋をスリーブ継
手に受け入れた状態に柱部材を床スラブに建て込み、柱
部材と床スラブとの間の間隙を閉鎖する型枠を柱主体部
の下端部の周りに配置し、グラウト材を少なくとも1つ
のスリーブ継手から、柱部材と床スラブとの間、凹所、
および各スリーブ継手内に注入することにより、床スラ
ブに接合される。これにより、柱と床スラブとはグラウ
ト材により一体的に接合され、また柱と床スラブとの位
置関係は凹所内に注入されたグラウト材により維持され
る。[0003] In such a column member, a spacer for maintaining a gap between the floor slab and the column member is arranged on the floor slab, and each column main bar projecting upward from the floor slab is received in a sleeve joint. The pillar member is built into the floor slab, a formwork for closing the gap between the pillar member and the floor slab is arranged around the lower end of the pillar main body, and the grout material is removed from at least one sleeve joint by the pillar member. Between the floor slab and the recess,
And by being injected into each sleeve joint, it is joined to the floor slab. Thus, the pillar and the floor slab are integrally joined by the grout material, and the positional relationship between the pillar and the floor slab is maintained by the grout material injected into the recess.
【0004】しかし、この種の柱部材では、凹所が下方
に開口するにすぎないから、接合用のグラウト材の注入
時、凹所内の一部の空気が外部に逃げられず、その結果
凹所へのグラウト材の注入が不完全となり、凹所の上部
に空隙が形成される。このような空隙が形成されると、
柱と床との接続が不完全となり、十分な接合強度が得ら
れない。上記のような空隙は、特に、中央部に柱主筋を
備えない中柱として用いられる柱部材に形成されること
が多い。However, in this type of column member, since the recess only opens downward, a part of the air in the recess cannot escape to the outside when the grout material for bonding is injected. Injection of the grout material into the place becomes incomplete, and a void is formed in the upper part of the recess. When such a gap is formed,
The connection between the column and the floor is incomplete, and sufficient joint strength cannot be obtained. The above-mentioned gap is often formed particularly in a pillar member used as a middle pillar that does not have a pillar main bar at the center.
【0005】[0005]
【解決しようとする課題】本発明の目的は、グラウト材
が柱部材の下面の凹所内全体に注入されるようにするこ
とにある。SUMMARY OF THE INVENTION It is an object of the present invention to allow grout material to be injected entirely into a recess in the lower surface of a column member.
【0006】[0006]
【解決手段、作用、効果】本発明のプレキャストコンク
リート部材は、コンクリート製の柱主体部の下面の凹所
を柱主体部の側方に連通させる少なくとも1つの溝を前
記柱主体部の下面に有し、前記凹所は平面的に見て柱主
筋を結ぶ仮想的なループの内側にあって四角形の形状に
形成されており、前記溝は、その長さ方向全体にわたっ
て前記凹所の深さ寸法以上の深さ寸法を有するととも
に、前記四角形の角部に対応する前記凹所の部位に開口
されていることを特徴とする。The precast concrete member according to the present invention has at least one groove in the lower surface of the column main portion, which connects the recess on the lower surface of the column main portion to the side of the column main portion. The recess is formed in a rectangular shape inside a virtual loop connecting the main pillars in plan view, and the groove has a depth dimension of the recess over the entire length thereof. It is characterized in that it has the above-described depth dimension and is opened at the concave portion corresponding to the corner of the square.
【0007】凹所内の空気は、凹所へのグラウト材の注
入にともなって、溝を経て柱主体部の外部に押し出され
る。このため、グラウト材が凹所内全体に注入され、凹
所内に空隙が残存するおそれがなく、柱と床とが十分な
強度で接合される。[0007] The air in the recess is pushed out of the column main body through the groove as the grout material is injected into the recess. For this reason, the grout material is injected into the entire recess, and there is no possibility that a void remains in the recess, and the pillar and the floor are joined with sufficient strength.
【0008】本発明によれば、柱主体部の下面の凹所を
柱主体部の側方に連通させる少なくとも1つの溝を柱主
体部の下面に有するから、凹所内の空気が凹所へのグラ
ウト材の注入にともなって溝を経て柱主体部の外部に押
し出され、グラウト材が柱部材の下面の凹所内全体に注
入される。According to the present invention, since at least one groove for communicating the recess on the lower surface of the pillar main portion to the side of the pillar main portion is provided on the lower surface of the pillar main portion, the air in the recess flows into the recess. As the grout material is injected, the grout material is extruded through the groove to the outside of the column main portion, and the grout material is injected into the entire recess in the lower surface of the column member.
【0009】前記溝を柱主体部の下面に開放させること
が好ましい。これにより、溝自体も、柱と床スラブとの
位置関係を維持する作用をする。Preferably, the groove is opened to the lower surface of the column main body. Thereby, the groove itself also functions to maintain the positional relationship between the column and the floor slab.
【0010】[0010]
【実施例】図1および図2を参照するに、プレキャスト
コンクリート柱部材10は、コンクリートにより形成さ
れた四角柱状の柱主体部12と、柱主体部12内を上下
方向に伸びて柱主体部12からさらに上方に突出する複
数の柱主筋14と、上下方向に間隔をおいて柱主体部1
2内に埋め込まれた複数のフープ筋16と、柱主体部1
2内にあってそれぞれが柱主筋14の下端部を受け入れ
ている複数のスリーブ継手18とを含むプレキャスト鉄
筋コンクリート柱部材である。Referring to FIGS. 1 and 2, a precast concrete column member 10 includes a quadrangular column-shaped column main portion 12 made of concrete, and a column main portion 12 extending vertically in the column main portion 12. And a plurality of pillar main bars 14 projecting further upward from the pillar main body 1 at intervals in the vertical direction.
2 and a plurality of hoop streaks 16 embedded in
2 is a precast reinforced concrete column member including a plurality of sleeve joints 18 each of which receives a lower end of the column main bar 14.
【0011】各柱主筋14の大部分は柱主体部12に埋
め込まれており、各柱主筋14の一部は柱主体部12か
ら上方へ突出する。各スリーブ継手18は、柱主体部1
2の下部に上下方向に伸びるように配置されており、ま
た下方に開口する。各スリーブ継手18は、空気抜き用
の複数の穴すなわち通路20により柱主体部12の周り
すなわち側方に連通されている。Most of the main pillars 14 are buried in the pillar main portion 12, and a part of each pillar main bar 14 projects upward from the pillar main portion 12. Each sleeve joint 18 has a column main body 1
It is arranged at the lower part of 2 so as to extend in the vertical direction, and opens downward. Each of the sleeve joints 18 is communicated around or laterally around the column main body 12 by a plurality of holes or passages 20 for air release.
【0012】柱主体部12は、接合用のコッターすなわ
ち凹所22と、凹所22を柱主体部12の外側すなわち
側方に連通させる空気抜き用の複数の溝24とを柱主体
部12の下面に有する。凹所22は、柱主体部12の下
面中央に形成されており、また柱主体部12の下方に開
口している。The pillar main portion 12 includes a joining cotter or recess 22 and a plurality of air vent grooves 24 for connecting the recess 22 to the outside of the pillar main portion 12, that is, to the side. To have. The recess 22 is formed at the center of the lower surface of the pillar main body 12 and opens below the pillar main body 12.
【0013】凹所22は、平面的に見て柱主筋14を結
ぶ仮想的なループの内側に形成されている。各溝24
は、凹所22から柱主体部12の側面まで連続して伸び
ており、また下方に開口している。各溝24は、その長
さ方向全体にわたって、凹所22の深さ寸法以上の深さ
寸法を有する。The recess 22 is formed inside an imaginary loop connecting the pillar main bars 14 in plan view. Each groove 24
Extends continuously from the recess 22 to the side surface of the column main body 12 and opens downward. Each groove 24 has a depth equal to or greater than the depth of the recess 22 over the entire length thereof.
【0014】柱部材10を建て込む床スラブ26は、柱
部材10の柱主筋14と同数の柱主筋28を有する。各
柱主筋28は、下階の柱から伸びており、また上端部を
床スラブ26から上方に突出している。このような床ス
ラブ26は、床自体であってもよいし、下側の柱の一部
であってもよい。The floor slab 26 on which the column member 10 is erected has the same number of column main bars 28 as the column main bars 14 of the column member 10. Each column main bar 28 extends from a column on the lower floor, and has an upper end projecting upward from the floor slab 26. Such a floor slab 26 may be the floor itself or a part of a lower pillar.
【0015】柱部材10は、柱部材10と床スラブ26
との間に間隙30を維持するための1以上のスペーサ3
2を床スラブ26に配置し、各柱主筋28の突出部をス
リーブ継手18に受け入れた状態に柱部材10を床スラ
ブ26に建て込み、柱部材10と床スラブ26との間の
間隙30を閉鎖する型枠34を柱主体部12の下端部の
周りに配置し、高強度のセメントのようなグラウト材を
少なくとも1つの通路20から対応するスリーブ継手1
8に注入することにより、床スラブ26に組み付けられ
る。The column member 10 includes a column member 10 and a floor slab 26.
One or more spacers 3 to maintain a gap 30 between
2 are arranged on the floor slab 26, and the column members 10 are erected on the floor slab 26 with the protrusions of the main bars 28 of the columns received in the sleeve joints 18, and the gaps 30 between the column members 10 and the floor slab 26 are formed. A closing formwork 34 is arranged around the lower end of the pillar body 12 and a high-strength cement-like grout is removed from at least one passage 20 through the corresponding sleeve joint 1.
8 to assemble into the floor slab 26.
【0016】グラウト材は、少なくとも1つの通路20
から、間隙30、凹所22、各溝24、各スリーブ継手
18、および他の各通路20内に注入される。グラウト
材の注入にともなって、各スリーブ継手18内の空気は
対応する通路20を介して柱主体部12の外に押し出さ
れ、間隙30内の空気は溝24を介してまたスリーブ継
手18および通路20を介して柱主体部12の外に押し
出され、凹所22内の空気は溝24を介してまた間隙3
0、スリーブ継手18および通路20を介して柱主体部
12の外に押し出される。このため、グラウト材は、各
通路20、凹所22、各溝24、各スリーブ継手18、
および間隙30内に充填される。The grout material is provided in at least one passage 20.
Are injected into the gaps 30, recesses 22, grooves 24, sleeve joints 18, and other passages 20. With the injection of the grout material, the air in each sleeve joint 18 is pushed out of the column main body 12 through the corresponding passage 20, and the air in the gap 30 is released through the groove 24 and the sleeve joint 18 and the passage. The air in the recess 22 is pushed out of the pillar main body 12 through the groove 20 and the gap 3
0, it is pushed out of the pillar main body 12 through the sleeve joint 18 and the passage 20. For this reason, the grout material is provided in each passage 20, recess 22, each groove 24, each sleeve joint 18,
And the gap 30 is filled.
【0017】グラウト材がこれの注入口として使用しな
い通路20の高さ位置まで注入されると、グラウト材の
一部がその通路20から流出し、所定量のグラウト材が
その通路20に連通するスリーブ継手18に注入された
ことを意味する。このため、グラウト材の注入口として
使用しない通路20は、グラウト材の一部が流出した後
にキャップ36で閉鎖される。When the grout material is injected to the level of the passage 20 which is not used as an inlet for the grout material, a part of the grout material flows out of the passage 20 and a predetermined amount of the grout material communicates with the passage 20. It means that it was injected into the sleeve joint 18. For this reason, the passage 20 not used as the grout injection port is closed by the cap 36 after a part of the grout flows out.
【0018】グラウト材の注入口として使用しない全て
の通路20がキャップ36により閉鎖されると、グラウ
ト材の注入口として使用した通路20もキャップ36に
より閉鎖される。これにより、グラウト材が、間隙3
0、凹所22、各溝24、各スリーブ継手18、および
各通路20内に充填される。柱部材10と床スラブ26
とは、注入されたグラウト材が固化するまで、上記状態
を維持される。When all the passages 20 not used as the grout inlet are closed by the cap 36, the passages 20 used as the grout inlet are also closed by the cap 36. As a result, the grout material is removed from the gap 3
0, recesses 22, grooves 24, sleeve joints 18, and passages 20 are filled. Column member 10 and floor slab 26
Means that the above state is maintained until the injected grout material is solidified.
【0019】上下の柱主筋14,28はスリーブ継手1
8内で固化したグラウト材により連結され、柱部材10
と床スラブ26とは注入されたグラウト材が固化するこ
とにより一体的に接合される。柱部材10と床スラブ2
6との位置関係は、凹所22内で固化したグラウト材に
より維持される。The upper and lower column main reinforcements 14 and 28 are the sleeve joint 1
8, connected by the grout material solidified in the
The floor grout and the floor slab 26 are integrally joined by solidification of the injected grout material. Column member 10 and floor slab 2
6 is maintained by the grout material solidified in the recess 22.
【0020】上記のように溝24を有する柱部材10に
よれば、凹所22内の空気がグラウト材の注入にともな
って溝24から柱主体部12と型枠34との間のわずか
な間隙を介して柱主体部12の外に押し出されるから、
グラウト材は凹所22内の隅々まで充填され、グラウト
材が充填されない空隙が凹所22の上隅部に形成され
ず、柱部材10と床スラブ26とが十分な強度で接合さ
れる。According to the column member 10 having the groove 24 as described above, the air in the concave portion 22 is filled with the grout material and the gap between the column main body 12 and the mold 34 is slightly reduced from the groove 24. Is pushed out of the pillar main body 12 through
The grout material is filled to every corner in the recess 22, and a gap not filled with the grout material is not formed in the upper corner of the recess 22, and the column member 10 and the floor slab 26 are joined with sufficient strength.
【0021】これに対し、溝24が形成されていない
と、凹所22が柱主体部12の外に連通されないから、
空気が凹所22の上隅部に残存し、それによりグラウト
材が充填されない空隙が凹所22の上隅部に形成され、
柱部材と床スラブとの接続が不完全となり、柱部材と床
スラブとの接合強度が不十分な値となる。On the other hand, if the groove 24 is not formed, the recess 22 does not communicate with the outside of the column main body 12.
Air remains in the upper corners of the recess 22, thereby forming voids in the upper corners of the recess 22 that are not filled with grout material,
The connection between the column member and the floor slab becomes incomplete, and the joint strength between the column member and the floor slab becomes an insufficient value.
【0022】図示の実施例のように、凹所22から柱主
体部12の外側面の異なる部位に達する複数の溝24を
形成すれば、グラウト材をいずれのスリーブ継手18か
ら間隙30に注入しても、凹所22ないの空気は凹所2
2から柱主体部12の外に確実に押し出され、凹所22
内に空隙が残存するおそれがない。If a plurality of grooves 24 are formed from the recess 22 to different portions on the outer surface of the column main body 12 as in the illustrated embodiment, grout material is injected from any of the sleeve joints 18 into the gap 30. However, the air without the recess 22 is
2 is securely pushed out of the pillar main body 12 and the recess 22
There is no danger of voids remaining inside.
【0023】本発明は、上記実施例に限定されない。た
とえば、溝24は、その底面が段部を有さない限り、凹
所22の側の部位の深さ寸法が凹所22の深さ寸法とほ
ぼ同じまたはそれ以上であり、柱主体部12の外側面の
部位の深さ寸法が凹所22の側が凹所22の深さ寸法よ
り小さくまたは大きくなるように傾斜した底面を有して
いてもよい。The present invention is not limited to the above embodiment. For example, as long as the groove 24 does not have a step, the depth of the portion on the side of the recess 22 is almost the same as or greater than the depth of the recess 22, and The outer surface may have a bottom surface that is inclined such that the depth dimension of the recess 22 is smaller or larger than the depth dimension of the recess 22.
【図1】本発明のプレキャストコンクリート柱部材の一
実施例を示す底面図である。FIG. 1 is a bottom view showing one embodiment of a precast concrete column member of the present invention.
【図2】図1の2−2線に沿って得た断面図である。FIG. 2 is a sectional view taken along line 2-2 in FIG.
10 プレキャストコンクリート柱部材 12 柱主体部 14 柱部材の柱主筋 16 フープ筋 18 スリーブ継手 20 空気抜き用の通路 22 凹所 24 溝 26 床スラブ DESCRIPTION OF SYMBOLS 10 Precast concrete column member 12 Column main part 14 Column main bar of column member 16 Hoop bar 18 Sleeve joint 20 Air vent passage 22 Depression 24 Groove 26 Floor slab
───────────────────────────────────────────────────── フロントページの続き (72)発明者 辻村 知明 東京都新宿区津久戸町2番1号 株式会 社熊谷組東京本社内 (56)参考文献 特開 平6−57819(JP,A) 特開 平5−179758(JP,A) 特開 平6−73893(JP,A) 特開 平4−203148(JP,A) (58)調査した分野(Int.Cl.7,DB名) E04B 1/21 E04C 3/00 - 3/46 E04G 21/12 105 ──────────────────────────────────────────────────続 き Continuation of the front page (72) Inventor Tomoaki Tsujimura 2-1 Tsukudo-cho, Shinjuku-ku, Tokyo Co., Ltd. Kumagaya Gumi Tokyo headquarters (56) References JP-A-6-57819 (JP, A) JP-A-5-179758 (JP, A) JP-A-6-733893 (JP, A) JP-A-4-203148 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E04B 1 / 21 E04C 3/00-3/46 E04G 21/12 105
Claims (1)
の下面に有するプレキャストコンクリート柱部材であっ
て、前記凹所を前記柱主体部の側方に連通させる少なく
とも1つの溝を前記柱主体部の下面に有し、前記凹所は
平面的に見て柱主筋を結ぶ仮想的なループの内側にあっ
て四角形の形状に形成されており、前記溝は、その長さ
方向全体にわたって前記凹所の深さ寸法以上の深さ寸法
を有するととも、前記四角形の角部に対応する前記凹所
の部位に開口されている、プレキャストコンクリート柱
部材。1. A precast concrete column member having a recess into which a grout material is injected on a lower surface of a column main portion, wherein at least one groove communicating the recess with a side of the column main portion is formed in the column. The concave portion is formed on the lower surface of the main body portion, and the concave portion is formed in a rectangular shape inside a virtual loop connecting the main pillars in plan view, and the groove is formed over the entire length direction thereof. A precast concrete column member having a depth dimension equal to or greater than the depth dimension of the recess, and being opened at a site of the recess corresponding to a corner of the square.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP06264440A JP3113158B2 (en) | 1994-10-05 | 1994-10-05 | Precast concrete column members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP06264440A JP3113158B2 (en) | 1994-10-05 | 1994-10-05 | Precast concrete column members |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08105118A JPH08105118A (en) | 1996-04-23 |
| JP3113158B2 true JP3113158B2 (en) | 2000-11-27 |
Family
ID=17403229
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP06264440A Expired - Fee Related JP3113158B2 (en) | 1994-10-05 | 1994-10-05 | Precast concrete column members |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3113158B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114991321B (en) * | 2021-03-01 | 2023-11-21 | 广东博智林机器人有限公司 | Hole grouting device and hole grouting equipment |
-
1994
- 1994-10-05 JP JP06264440A patent/JP3113158B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH08105118A (en) | 1996-04-23 |
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