JPH08105118A - Precast concrete column member - Google Patents

Precast concrete column member

Info

Publication number
JPH08105118A
JPH08105118A JP26444094A JP26444094A JPH08105118A JP H08105118 A JPH08105118 A JP H08105118A JP 26444094 A JP26444094 A JP 26444094A JP 26444094 A JP26444094 A JP 26444094A JP H08105118 A JPH08105118 A JP H08105118A
Authority
JP
Japan
Prior art keywords
recess
pillar
main body
column
grout material
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.)
Granted
Application number
JP26444094A
Other languages
Japanese (ja)
Other versions
JP3113158B2 (en
Inventor
Kenji Yoshimatsu
賢二 吉松
Hisayoshi Ishibashi
久義 石橋
Makoto Hamada
真 浜田
Tomoaki Tsujimura
知明 辻村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kumagai Gumi Co Ltd
Original Assignee
Kumagai Gumi Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kumagai Gumi Co Ltd filed Critical Kumagai Gumi Co Ltd
Priority to JP06264440A priority Critical patent/JP3113158B2/en
Publication of JPH08105118A publication Critical patent/JPH08105118A/en
Application granted granted Critical
Publication of JP3113158B2 publication Critical patent/JP3113158B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE: To fill a grounting material in the whole recessed place to connect a column member and a floor slab with a sufficient strength, by connecting the recessed part at the underface of the column member to the side of column body through grooves. CONSTITUTION: A recess 22 in which a grouting material is injected is provided at the underface of the column body 12 of a precast concrete column member 10. And a groove 24 connecting the recess 22 to the side of the column body 12 is provided at the underface of the column body 12. When the column member 10 is assembled with the floor slab 26 and a grouting material is injected, the air within the recess 22 is pushed out through the clearance 30, the groove 24, the sleeve joints 18, and air passages 20, to the outside of the column body 12. Accordingly, the grouting material is filled in respective air passages 20, the recess 22, grooves 24 sleeve joints 18, and the clearance 30 and hence the column member 10 is connected to the slab 26 at a sufficient strength.

Description

【発明の詳細な説明】Detailed Description of the Invention

【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 poured, on the lower surface of the column main body.

【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 A column member made of precast concrete of this type is generally composed of a concrete pillar main body and a plurality of pillars which are mostly embedded in the pillar main body and partially project upward from the pillar main body. It includes a main bar, a plurality of hoop bars embedded in the column main body at intervals in the vertical direction, and a plurality of sleeve joints in the column main part that respectively receive the lower ends of the column main bars. The column main body has a cotter, that is, a recess, in the center of the lower surface, into which the grout material for joining is injected.

【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。
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 protruding upward from the floor slab is received in the sleeve joint. A column member is built in the floor slab, and a formwork for closing the gap between the column member and the floor slab is arranged around the lower end of the column main body, and the grout material is formed from at least one sleeve joint to the column member. Between the floor and the floor slab,
And to the floor slab by pouring into each sleeve joint. Thereby, 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 portion of the air in the recess cannot escape to the outside when the grout material for joining is injected, resulting in the recess. The pouring of the grout material into the place becomes incomplete, and a void is formed above the recess. When such a void is formed,
The connection between the pillar and the floor is incomplete and sufficient joint strength cannot be obtained. In particular, the voids as described above are often formed in a pillar member used as an intermediate pillar without a pillar main bar in the central portion.

【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 An object of the present invention is to allow grout material to be injected into the entire recess of the lower surface of the 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つの溝を柱
主体部の下面に有することを特徴とする。
The precast concrete member according to the present invention has at least one groove on the lower surface of the pillar main body for communicating the recess on the lower surface of the concrete pillar main body to the side of the pillar main body. Is characterized by.

【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。
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. Therefore, the grout material is injected into the entire recess, and there is no risk of leaving voids 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 body to the side of the pillar main body is provided on the lower surface of the pillar main body, the air in the recess is directed to the recess. Along with the pouring of the grout material, the grout material is extruded through the groove to the outside of the pillar main body, and the grout material is poured into the entire recess of the lower surface of the pillar 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。
It is preferable that the groove is opened to the lower surface of the column main body. As a result, the groove itself also acts to maintain the positional relationship between the pillar 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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to FIGS. 1 and 2, a precast concrete pillar member 10 is a pillar main body portion 12 formed of concrete and having a rectangular prism shape, and a pillar main body portion 12 extending vertically in the pillar main body portion 12. A plurality of pillar main bars 14 protruding further upward from the pillar main body portion 1 at intervals in the vertical direction.
2 and a plurality of hoop muscles 16 embedded in the column main body 1
2 is a precast reinforced concrete column member that includes a plurality of sleeve joints 18 that each receive the lower end of the column main bar 14 in 2.

【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 column main bars 14 are embedded in the column main body portion 12, and a part of each column main bar 14 projects upward from the column main body portion 12. Each sleeve joint 18 has a pillar main body 1
It is arranged in the lower part of 2 so as to extend in the vertical direction, and opens downward. Each sleeve joint 18 is communicated with the column main body 12 around or laterally by a plurality of air vent holes or passages 20.

【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 body 12 has a cotter or recess 22 for joining and a plurality of air vent grooves 24 for communicating the recess 22 to the outside or side of the pillar main body 12 and the lower surface of the pillar main body 12. Have. The recess 22 is formed in 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
ぶ仮想的に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とほぼ同じ深さ寸法ま
たはそれ以上の深さ寸法を有する。
The recess 22 is formed virtually inside the loop connecting the column main bars 14 when viewed two-dimensionally. 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 substantially the same depth dimension as the recess 22 or more over its entire length.

【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 pillar member 10 is built has the same number of pillar main bars 28 as the pillar main bars 14 of the pillar member 10. Each pillar main bar 28 extends from the pillar on the lower floor, and the upper end thereof projects upward from the floor slab 26. The floor slab 26 may be the floor itself or a part of the 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 pillar member 10 includes a pillar member 10 and a floor slab 26.
One or more spacers 3 for maintaining a gap 30 between
2 is arranged in the floor slab 26, the pillar member 10 is built in the floor slab 26 in a state where the protrusions of the respective column main bars 28 are received in the sleeve joint 18, and a gap 30 between the pillar member 10 and the floor slab 26 is provided. A closing mold 34 is arranged around the lower end of the pillar body 12 and a high strength cement-like grout material is provided from at least one passage 20 to the corresponding sleeve fitting 1.
8 to be assembled to 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 has at least one passage 20.
From the gap 30, the recess 22, the grooves 24, the sleeve joints 18, and the 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 also passed through the groove 24 and the sleeve joint 18 and the passage. The air in the recess 22 is pushed out of the column main body 12 through the groove 20 and the gap 3 is formed through the groove 24.
0, the sleeve joint 18 and the passage 20 are pushed out of the column main body 12. Therefore, the grout material includes the passages 20, the recesses 22, the grooves 24, the sleeve joints 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 height position of the passage 20 which is not used as an inlet for the grout material, a part of the grout material flows out from the passage 20 and a predetermined amount of the grout material communicates with the passage 20. It means that it has been injected into the sleeve joint 18. Therefore, the passage 20 that is not used as an inlet for the grout material is closed by the cap 36 after a part of the grout material 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 material inlet are closed by the cap 36, the passages 20 used as the grout material inlet are also closed by the cap 36. As a result, the grout material becomes
0, the recess 22, the grooves 24, the sleeve joints 18, and the passages 20. Column member 10 and floor slab 26
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 bars 14 and 28 are sleeve joints 1.
The column members 10 are connected by the grout material solidified in
The floor slab 26 and the floor slab 26 are integrally joined by solidification of the injected grout material. Column member 10 and floor slab 2
The positional relationship with 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 recess 22 is injected into the grout material, and a slight gap is formed between the groove 24 and the column main body 12 and the mold 34. Since it is pushed out of the pillar main body 12 through
The grout material fills every corner of the recess 22, and voids that are not filled with grout material are not formed in the upper corners of the recess 22, and the pillar 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 is not communicated with the outside of the column main body 12,
Air remains in the upper corner of the recess 22, thereby forming a void in the upper corner of the recess 22 that is not filled with grout material,
The connection between the pillar member and the floor slab becomes incomplete, and the joint strength between the pillar 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。
As in the illustrated embodiment, by forming a plurality of grooves 24 extending from the recess 22 to different parts of the outer surface of the column main body 12, the grout material is injected into the gap 30 from any of the sleeve joints 18. However, the air in the recess 22 is not in the recess 2
2 is surely pushed out of the pillar main body portion 12, and the recess 22
There is no risk 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 bottom surface of the groove 24 does not have a step, the depth dimension of the portion on the side of the recess 22 is substantially the same as or greater than the depth dimension of the recess 22, and the groove 24 of The outer surface may have a bottom surface that is inclined such that the depth dimension of the recess 22 side is smaller or larger than the depth dimension of the recess 22.

【図面の簡単な説明】[Brief description of drawings]

【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 an embodiment of a precast concrete pillar 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。2 is a cross-sectional view taken along line 2-2 of FIG.

【符号の説明】[Explanation of symbols]

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 10 Precast Concrete Column Member 12 Column Main Part 14 Column Main Bar of Column Member 16 Hoop Bar 18 Sleeve Joint 20 Air Venting Channel 22 Recess 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 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Tomoaki Tsujimura 2-1, Tsukudocho, Shinjuku-ku, Tokyo Kumagai Gumi Tokyo Head Office

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 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する、プレキャ
ストコンクリート柱部材。
1. A precast concrete pillar member having a recess into which a grout material is injected, on the lower surface of a pillar main body, wherein at least one groove for communicating the recess to the side of the pillar main body is provided. A precast concrete pillar member that is provided on the lower surface of the main body.
JP06264440A 1994-10-05 1994-10-05 Precast concrete column members Expired - Fee Related JP3113158B2 (en)

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 true JPH08105118A (en) 1996-04-23
JP3113158B2 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)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114991321A (en) * 2021-03-01 2022-09-02 广东博智林机器人有限公司 Hole grouting device and hole grouting equipment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114991321A (en) * 2021-03-01 2022-09-02 广东博智林机器人有限公司 Hole grouting device and hole grouting equipment
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

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