JPS58185828A - Structure of sump pit bottom - Google Patents
Structure of sump pit bottomInfo
- Publication number
- JPS58185828A JPS58185828A JP57067375A JP6737582A JPS58185828A JP S58185828 A JPS58185828 A JP S58185828A JP 57067375 A JP57067375 A JP 57067375A JP 6737582 A JP6737582 A JP 6737582A JP S58185828 A JPS58185828 A JP S58185828A
- Authority
- JP
- Japan
- Prior art keywords
- sump
- foundation bolt
- concrete
- sump pit
- bit
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/50—Anchored foundations
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
本発明はサンプビット紙の構造に係り、特にコンクリー
ト打設時の十分なコンクリート流れ込みを図す乍らサン
１タンク設直川基礎ボルトアンカーとして、十分なｇ１
度を自するサン１ビツト戚構造に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to the structure of sump bit paper, and in particular, it can be used as a foundation bolt anchor for a san 1 tank while ensuring sufficient concrete flow during concrete pouring.
It is related to the structure of a single-bit relative structure that has a certain degree of power.
便米のサンプビット底の構造は、紙板の補嘗として形鋼
を交差するように取付けながらサンプタンク設置用基礎
ボルトアンカーとしていたが、形鋼を父屋させて形鋼で
箱形にしているために、コンクリート打設時に十分マン
クリートを光＊させる事が困難であるためにこの形−箱
形内サングピソトＩＩ！：＆にコンクリート揚がり穴を
設けておき、コノクリート光櫃確認仮にサンプビット底
板の穴吐め紮しなければならないという欠点があった。The structure of the bottom of the sump bit in Tokimai used to be a base bolt anchor for installing a sump tank by attaching shaped steel crosswise as a supplement to the paper board, but the shaped steel was made into a box shape with the shaped steel being the main structure. Because of this, it is difficult to illuminate the mancrete sufficiently during concrete pouring, so this shape - box-shaped Sangupisoto II! : There was a drawback that a hole in the bottom plate of the sump bit had to be ligated in order to confirm the conocrete light box by making a concrete hole in the bottom of the sump bit.
＋発明の目的は、サンプビット底に特別にコンクリート
道かり穴を設けなくても、十分なコンタリート充填が口
１ｆｔしでありながらサンプタンク取付ｌｋ嘩ホルトー
ｆンカーとしても、傾度上十分なサンプビット紙の慣遣
を提供することにある。+ The purpose of the invention is to provide a sump bit that is sufficiently sloped to be filled with 1 ft of contour soil without having to specifically provide a concrete guide hole at the bottom of the sump bit, and that can also be used as a hole tank for mounting a sump tank. The aim is to provide paper customs.
ザンプヒノトはサンプタンクの漏洩防止を図ること金目
的としているために、十分にサンプタンクを固定するこ
とが必要なため基礎ボルトを取付’Ｌさらに翁度上十分
なアンカーが必要である。Since the purpose of the Zampuhinoto is to prevent leakage of the sump tank, it is necessary to secure the sump tank sufficiently, so it is necessary to install foundation bolts and to have sufficient anchors.
このアンカーとして形鋼を組み込む構造とするのでコン
タリート充填がむずかしくなるがコンクリート光＊をよ
くするために形鋼を切断すると強度来として役立たなく
なる。そこで’ｆ１度梁を切断せずｖｃ、かつコンタリ
ート充填が十分可能とできる嘴迄を提供−ｒるものであ
る。Since the structure incorporates shaped steel as an anchor, it is difficult to fill the concrete with concrete, but if the shaped steel is cut to improve concrete light*, it becomes useless in terms of strength. Therefore, we provide a beak that can be filled without cutting the beam at the f1 degree and that can be filled with contours.
以ト、４１：祐明の一実施例を第１図〜第３図により説
明する。第１図はサンプ構成を示すものであリ、１０サ
ンフ”タンクはサングビット設ｍ後に据付ｖ′ｆ（］ｌ
−行う。サンツーピット＃−ｉ２から５の部品から博成
されておりサンツービットの据付は全体を固定した後に
８のコンクリートを流し込んでいく。この場合第１図の
ａ−ａ断面図を第２図に示すが４の形−を箱形に組み込
んでいるために、この箱形内に十分コンクリートが流れ
込みずらいので３の妊仮にコンクリート揚がシ用穴とし
て６を設けておきコンクリートが充填されていることを
確認する方法をとっていたが、同じ（ａ ａ断面図の
第３図に示すように補強形鋼材の他に基礎ボルト用アン
カー用杉ｗＩＩ４ｔｌ−独立して設置させ九事により、
ＩＪｇｌｌｆ上も十分でかつ基礎ボルトアンカとしても
機能１に損うことがない。さらにこｎらが独立した構造
であるのでコンクリートの流ｔしがよく第２図に示すよ
うなコンクリートあがり八を設置する必要性がなくなる
。Hereinafter, an embodiment of 41: Yumei will be described with reference to FIGS. 1 to 3. Figure 1 shows the sump configuration, and the 10 sump” tank is installed after setting the sump bit.
-Do. Sun2 Pit #-I is constructed from parts number i2 to 5, and the installation of the sun2 pit involves pouring concrete number 8 after fixing the whole thing. In this case, the a-a cross-sectional view of Figure 1 is shown in Figure 2, but since the shape of 4 is incorporated into a box shape, it is difficult for concrete to flow into the box shape, so concrete pumping is difficult for concrete to flow into the box shape. However, as shown in Figure 3 of the cross-sectional view of A, in addition to the reinforcing shaped steel, there were Cedar wII4TL for anchor - Due to the nine things installed independently,
The IJgllf is also sufficient and there is no loss in function 1 as a foundation bolt anchor. Furthermore, since these are independent structures, concrete pouring is easy and there is no need to install a concrete sink as shown in FIG.
本発明によればサンツービット底板の補強ト基礎ボルト
アンカ一部を分嘔独立させたために、コンクリート充填
性が非常に向上する。According to the present invention, since a part of the reinforcement foundation bolt anchor of the Sun2bit bottom plate is made independent, the concrete filling performance is greatly improved.
この友めに丈ンブピット底に空気溜りが出来なくなり偏
傾性の向上が期待できる。文通がり穴の設置及び穴埋め
作業がなくなり工場及び現地作業の工程短縮、原価低減
が期待できる。This prevents air pockets from forming at the bottom of the long pit and can be expected to improve the tiltability. There is no need to install or fill in holes for correspondence, so it can be expected to shorten factory and on-site work processes and reduce costs.
第１図はサンプタンク及びサンプピット据付状態図、第
２図は従来構造のａ −ｍ ｓ説明図、第３図は・ド発
明構造のａ−ａ部説明図、第４図はサン１ピントｍのサ
ンプタンク基礎ボルト部構成図である。
ｌ・・ＩＴンブタンク、２・・・サンプピット本体、３
・・・す／ブビットＤ毛板、４・・・サンプピット底板
補強兼基礎ボルトアンカー、５・・・基礎ボルト、６・
・・コンクリート元填確認穴、７・・・基礎ボルトアン
カー、茅１１２］Fig. 1 is an installation state diagram of the sump tank and sump pit, Fig. 2 is an explanatory diagram of the a-m s of the conventional structure, Fig. 3 is an explanatory diagram of the a-a part of the inventive structure, and Fig. 4 is an explanatory diagram of the a-a section of the inventive structure. FIG. 3 is a configuration diagram of the sump tank foundation bolt part. l... IT tank, 2... Sump pit body, 3
...S/Buvit D hair plate, 4...Sump pit bottom plate reinforcement and foundation bolt anchor, 5...Foundation bolt, 6.
・・Concrete preload confirmation hole, 7・・Foundation bolt anchor, 112 thatch]
Claims (1)
ボルトアンカーと基礎ボルトより成るサンプビット紙構
造において、サンプビット底板補強と基礎ボルトアンカ
ーを分子ＩＩｉ独立させたことを特徴とするサンプビッ
ト底の構造。1. In a sump bit paper structure consisting of a sump bit bottom plate, a sump bit paper machine auxiliary fl, 4 foundation bolt anchors, and foundation bolts, a sump characterized in that the sump bit bottom plate reinforcement and foundation bolt anchors are made independent of molecules IIi. Bit bottom structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57067375A JPS58185828A (en) | 1982-04-23 | 1982-04-23 | Structure of sump pit bottom |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57067375A JPS58185828A (en) | 1982-04-23 | 1982-04-23 | Structure of sump pit bottom |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS58185828A true JPS58185828A (en) | 1983-10-29 |
Family
ID=13343197
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP57067375A Pending JPS58185828A (en) | 1982-04-23 | 1982-04-23 | Structure of sump pit bottom |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58185828A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100979138B1 (en) | 2008-02-18 | 2010-08-31 | 엄기형 | Elevator pit structure |
| CN106149741A (en) * | 2016-08-31 | 2016-11-23 | 中铁隧道集团二处有限公司 | For the deep collection water-stop in water-rich sand layer foundation pit construction |
-
1982
- 1982-04-23 JP JP57067375A patent/JPS58185828A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100979138B1 (en) | 2008-02-18 | 2010-08-31 | 엄기형 | Elevator pit structure |
| CN106149741A (en) * | 2016-08-31 | 2016-11-23 | 中铁隧道集团二处有限公司 | For the deep collection water-stop in water-rich sand layer foundation pit construction |
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