JPH0331656U - - Google Patents

Info

Publication number
JPH0331656U
JPH0331656U JP9219589U JP9219589U JPH0331656U JP H0331656 U JPH0331656 U JP H0331656U JP 9219589 U JP9219589 U JP 9219589U JP 9219589 U JP9219589 U JP 9219589U JP H0331656 U JPH0331656 U JP H0331656U
Authority
JP
Japan
Prior art keywords
block
shaped
pit
reinforcing
wall plate
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
JP9219589U
Other languages
Japanese (ja)
Other versions
JPH072882Y2 (en
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 filed Critical
Priority to JP1989092195U priority Critical patent/JPH072882Y2/en
Publication of JPH0331656U publication Critical patent/JPH0331656U/ja
Application granted granted Critical
Publication of JPH072882Y2 publication Critical patent/JPH072882Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【図面の簡単な説明】[Brief explanation of the drawing]

第1図及び第2図は本考案に係る第1の昇降立
体駐車場形成用ピツトを示したものであつて、第
1図は平面図、第2図は第1図に於ける−線
端縁図、第3図乃至第6図は本考案に係る第2の
昇降立体駐車場形成用ピツトを示したものであつ
て、第3図は平面図、第4図は第3図に於けるY
−Y線端縁図、第5図は第4図に於けるM部分の
拡大断面図、第6図は同上N部分の拡大断面図、
第7図乃至第10図は本考案に係る第3の昇降立
体駐車場形成用ピツトを示したものであつて、第
7図は平面図、第8図は第7図に於けるZ−Z線
端縁図、第9図は第8図に於けるQ部分の拡大断
面図、第10図は同上R部分の拡大断面図、第1
1図は既存の昇降立体駐車場を示す断面図である
。 1……コーナーブロツク、1a……底板部、1
b,1c……壁板部、1d……補強用鉄筋、2…
…U型排水溝、2a……補強用鉄筋、P……ピツ
ト、3……現場打ちコンクリート、3a……補強
用鉄筋、4……コーナーブロツク、4a……底板
部、4b,4c……壁板部、4d……突合わせ用
ガイド片部、4e……目地コンクリート打設用溝
、4f……補強用鉄筋、5……L型ブロツク、5
a……底板部、5b……壁板部、5c,5d……
突合わせ用ガイド片部、5e,5f……目地コン
クリート打設用溝、5g……補強用鉄筋、6……
U型排水溝、6a……補強用鉄筋、7……第1目
地コンクリート、7a……補強用鉄筋、8……第
2目地コンクリート、8a……補強用鉄筋、10
……コーナーブロツク、10a……底板部、10
b,10c……壁板部、10d……突合わせ用ガ
イド片部、10e……目地コンクリート打設用溝
、10f……補強用鉄筋、11……L型ブロツク
、11a……底板部、11b……壁板部、11c
…突合わせ用ガイド片部、11d……目地コンク
リート打設用溝、11e……補強用鉄筋、12…
…第1目地コンクリート、12a……補強用鉄筋
、13……防火用隔壁ブロツク、13a……補強
用鉄筋、14……第2目地コンクリート、14a
……補強用鉄筋。
Figures 1 and 2 show the first pit for forming an elevating multi-level parking lot according to the present invention, where Figure 1 is a plan view and Figure 2 is a view of the - line end in Figure 1. The edge views and FIGS. 3 to 6 show the pit for forming the second elevating multilevel parking lot according to the present invention, in which FIG. 3 is a plan view and FIG. Y
- Y-line edge view, FIG. 5 is an enlarged sectional view of the M section in FIG. 4, FIG. 6 is an enlarged sectional view of the N section of the same as above,
7 to 10 show a third vertical parking structure forming pit according to the present invention, in which FIG. 7 is a plan view, and FIG. 8 is a Z-Z diagram in FIG. 7. 9 is an enlarged sectional view of the Q portion in FIG. 8, and FIG. 10 is an enlarged sectional view of the R portion of the same as above.
Figure 1 is a sectional view showing an existing elevating multi-level parking lot. 1...Corner block, 1a...Bottom plate part, 1
b, 1c...Wall plate part, 1d...Reinforcement bar, 2...
...U-shaped drain, 2a... Reinforcement bar, P... Pit, 3... Cast-in-place concrete, 3a... Reinforcement bar, 4... Corner block, 4a... Bottom plate, 4b, 4c... Wall Plate portion, 4d... Guide piece for butting, 4e... Groove for placing joint concrete, 4f... Reinforcement bar, 5... L-shaped block, 5
a...Bottom plate part, 5b...Wall plate part, 5c, 5d...
Guide piece for butting, 5e, 5f... Groove for placing joint concrete, 5g... Reinforcing bar, 6...
U-shaped drainage ditch, 6a...Reinforcement bar, 7...First joint concrete, 7a...Reinforcement bar, 8...Second joint concrete, 8a...Reinforcement bar, 10
... Corner block, 10a ... Bottom plate part, 10
b, 10c...Wall plate part, 10d...Guide piece for butting, 10e...Groove for placing joint concrete, 10f...Reinforcement bar, 11...L-shaped block, 11a...Bottom plate part, 11b ...Wall board section, 11c
...Guide piece for butting, 11d... Groove for placing joint concrete, 11e... Reinforcement reinforcing bar, 12...
...First joint concrete, 12a...Reinforcement reinforcing bar, 13...Fire prevention bulkhead block, 13a...Reinforcement reinforcing bar, 14...Second joint concrete, 14a
...Reinforcing steel.

Claims (1)

【実用新案登録請求の範囲】 (1) 底板部1aと、当該底板部1aの直角の二
辺から立ち上がる壁板部1b,1cを一体的に連
設して成るプレキヤスト製品であるコーナブロツ
ク1を、ピツトPの四隅に設置し、当該ピツトP
の中央部にプレキヤスト製品であるU型排水溝2
を設置し、当該排水溝2と前記コーナーブロツク
1とを、所要幅を具えた現場打ちコンクリート3
に依つて連結すると共に、当該現場打ちコンクリ
ート3の打設幅に依り、ピツトPの全長幅Lを設
定するように構成したことを特徴とする昇降立体
駐車場形成用ピツト。 (2) コーナーブロツク1とU型排水溝2との連
結を、当該コーナーブロツク1の補強用鉄筋1d
と、排水溝2の補強用鉄筋2aとを、現場打ち部
分の補強用鉄筋3aとを介して連結し、当該連結
部分を現場打ちコンクリート3に依り覆設したこ
とを特徴とする請求項(1)記載の昇降立体駐車場
形成用ピツト。 (3) 底板部4aと、当該底板部4aの直角の二
辺から立ち上がる壁板部4b,4cを一体的に連
設し、更に、当該壁板部4b,4cの端縁外面側
には、突合わせ用ガイド片部4dを設けることに
依り、その内面側に目地コンクリート打設用溝4
eを形成して成るプレキヤスト製品であるコーナ
ーブロツク4を、ピツトPの四隅に設置し、底板
部5aと、該底板部5aから直角に立ち上がる壁
板部5bとを一体的に連設し、更に、当該壁板部
5bの両端縁外面側には、突合わせ用ガイド片部
5c,5dを設けることに依り、その内面側に目
地コンクリート打設用溝5e,5fを形成して成
るプレキヤスト製品であるL型ブロツク5を、前
記コーナーブロツク4に連ね、また、プレキヤス
ト製品であるU型排水溝6を、前記L型ブロツク
5に連ねて、ピツトPの中央部に設置し、上記コ
ーナーブロツク4に於ける壁板部4b,4cに設
けた突合わせ用ガイド片部4dと、L型ブロツク
5における壁板部5bに設けた突合わせ用ガイド
片部5cとを連ねることに依り合致される夫々の
溝4eと溝5e内に第1目地コンクリート7を打
設し、更に、上記L型ブロツク5における壁板部
5bに設けた突合わせ用ガイド片部5dと、U型
排水溝6の側壁上縁寄りとを突き合わせると共に
、当該L型ブロツク5における溝5f内に第2目
地コンクリート8を打設したことを特徴とする昇
降立体駐車場形成用ピツト。 (4) 第1目地コンクリート7を介してのコーナ
ーブロツク4とL型ブロツク5の連結を、コーナ
ーブロツク4の補強用鉄筋4fと、L型ブロツク
5の補強用鉄筋5gとを、補強用鉄筋7aを介し
て連結すると共に、当該連結部分に第1目地コン
クリート7を覆設し、また、上記した第2目地コ
ンクリート8を介してのL型ブロツク5とU型排
水溝6との連結を、L型ブロツク5の補強用鉄筋
5gと、U型排水溝6の補強用鉄筋6aとを、補
強用鉄筋8aを介して連結すると共に、当該連結
部分に第2目地コンクリート8を覆設するように
構成した請求項(3)記載の昇降立体駐車場形成用
ピツト。 (5) 底板部10aと、当該底板部10aの直角
の二辺から立ち上がる壁板部10b,10cとを
一体的に連設すると共に、当該壁板部10b,1
0cの端縁外面側に突合わせ用ガイド片部10d
を設けることに依り、その内面側に目地コンクリ
ート打設用溝10eを形成して成るプレキヤスト
製品であるコーナーブロツク10を、ピツトPの
隅角部に設置し、底板部11aと、該底板部11
aから直角に立ち上がる壁板部11bとを一体的
に連設すると共に、当該壁板部11bの端縁外面
側に突合わせ用ガイド片部11cを設けることに
依り、その内面側に目地コンクリート打設用溝1
1dを形成して成るプレキヤスト製品であるL型
ブロツク11を、前記コーナーブロツク10に連
ね、また、ピツトPの内部中心に立設するための
プレキヤスト製品である防火用隔壁ブロツク13
を、前記したL型ブロツク11の間に挟み込んで
支持固定するように連ね、また、上記コーナーブ
ロツク10に於ける壁板部10b,10cに設け
た突合わせ用ガイド片部10dと、L型ブロツク
11における壁板部11bに設けた突合わせ用ガ
イド片部11cとを連ねることに依り合致される
夫々の溝10eと溝11d内に第1目地コンクリ
ート12を打設し、更に、L型ブロツク11と防
火用隔壁ブロツク13との間には、第2目地コン
クリート14を打設するように構成したことを特
徴とする昇降立体駐車場形成用ピツト。 (6) 第1目地コンクリート12を介してのコー
ナーブロツク10とL型ブロツク11の連結を、
コーナーブロツク10の補強用鉄筋10fと、L
型ブロツク11の補強用鉄筋11eとを、補強用
鉄筋12aとで連結すると共に、当該連結部分に
第1目地コンクリート12を打設し、更に、上記
した第2目地コンクリート14を介しての防火用
隔壁ブロツク13とL型ブロツク11との連結を
、L型ブロツク11と底面部から引き出される補
強用鉄筋11eと、隔壁ブロツク13の補強用鉄
筋13aとを、補強用鉄筋14aで連結すると共
に、当該連結部分に第2目地コンクリート14を
打設するように構成した請求項(5)記載の昇降立
体駐車場形成用ピツト。
[Claims for Utility Model Registration] (1) A corner block 1 which is a precast product consisting of a bottom plate portion 1a and wall plate portions 1b and 1c rising from two right-angled sides of the bottom plate portion 1a are integrally connected. , installed at the four corners of the pit P, and
U-shaped drain groove 2, which is a precast product, is located in the center of the
The drainage ditch 2 and the corner block 1 are covered with cast-in-place concrete 3 having the required width.
A pit for forming an elevating multi-story parking lot, characterized in that the pit P is connected to the pit P by the cast-in-place concrete 3 and the total length width L of the pit P is set depending on the width of the cast concrete 3. (2) The corner block 1 and the U-shaped drain groove 2 are connected by reinforcing reinforcing bars 1d of the corner block 1.
and reinforcing reinforcing bars 2a of the drainage ditch 2 are connected via reinforcing reinforcing bars 3a of the cast-in-place part, and the connected part is covered with cast-in-place concrete 3 (claim 1). ) A pit for forming an elevating multi-level parking lot. (3) A bottom plate portion 4a and wall plate portions 4b and 4c rising from two right-angled sides of the bottom plate portion 4a are integrally connected, and further, on the outer surface side of the edge of the wall plate portions 4b and 4c, By providing the guide piece 4d for butting, a groove 4 for pouring joint concrete is formed on the inner surface side of the guide piece 4d.
A corner block 4, which is a precast product formed by forming a corner block 4, is installed at the four corners of the pit P, and a bottom plate part 5a and a wall plate part 5b rising at right angles from the bottom plate part 5a are integrally connected, and , is a precast product in which grooves 5e and 5f for pouring joint concrete are formed on the inner surface by providing butt guide pieces 5c and 5d on the outer surface of both end edges of the wall plate section 5b. A certain L-shaped block 5 is connected to the corner block 4, and a U-shaped drainage groove 6, which is a precast product, is connected to the L-shaped block 5 and installed in the center of the pit P. The matching guide pieces 4d provided on the wall plate portions 4b and 4c of the L-shaped block 5 and the matching guide piece 5c provided on the wall plate portion 5b of the L-shaped block 5 are connected to each other. A first joint concrete 7 is placed in the grooves 4e and 5e, and the butting guide piece 5d provided on the wall plate portion 5b of the L-shaped block 5 and the upper edge of the side wall of the U-shaped drainage groove 6 are A pit for forming an elevating and descending multi-level parking lot, characterized in that the two sides are butted together, and a second joint concrete 8 is placed in the groove 5f of the L-shaped block 5. (4) The corner block 4 and the L-shaped block 5 are connected via the first joint concrete 7, and the reinforcing reinforcing bars 4f of the corner block 4 and the reinforcing reinforcing bars 5g of the L-shaped block 5 are connected to the reinforcing reinforcing bars 7a. The L-shaped block 5 and the U-shaped drainage ditch 6 are connected via the L-shaped block 5 and the U-shaped drainage ditch 6, and the first joint concrete 7 is covered over the connected part, and the L-shaped block 5 and the U-shaped drain 6 are connected via the second joint concrete 8 mentioned above. The reinforcing reinforcing bars 5g of the mold block 5 and the reinforcing reinforcing bars 6a of the U-shaped drainage ditch 6 are connected via the reinforcing reinforcing bars 8a, and the second joint concrete 8 is covered in the connected portion. A pit for forming an elevating multi-level parking lot according to claim (3). (5) The bottom plate portion 10a and the wall plate portions 10b, 10c rising from two right-angled sides of the bottom plate portion 10a are integrally connected, and the wall plate portions 10b, 1
Butt guide piece 10d on the outer side of the edge of 0c
A corner block 10, which is a precast product with a joint concrete pouring groove 10e formed on its inner surface, is installed at the corner of the pit P, and the bottom plate part 11a and the bottom plate part 11 are
By integrally connecting the wall plate part 11b that stands up at right angles from the wall plate part 11b, and by providing the butting guide piece part 11c on the outer side of the edge of the wall plate part 11b, joint concrete can be poured on the inner side of the wall plate part 11b. Installation groove 1
1d is connected to the corner block 10, and a fire prevention bulkhead block 13, which is a precast product, is installed in the center of the pit P.
are sandwiched and supported and fixed between the L-shaped blocks 11, and the butting guide pieces 10d provided on the wall plate portions 10b and 10c of the corner block 10 and the L-shaped blocks A first joint concrete 12 is placed in each of the grooves 10e and 11d which are matched by aligning the butting guide pieces 11c provided on the wall plate portion 11b in the wall plate portion 11, and further, the L-shaped block 11 A pit for forming an elevating multi-story parking lot, characterized in that a second joint concrete 14 is placed between the partition wall block 13 and the fire prevention bulkhead block 13. (6) Connection of corner block 10 and L-shaped block 11 via first joint concrete 12,
Reinforcement reinforcing bars 10f of corner block 10 and L
The reinforcing reinforcing bars 11e of the mold block 11 are connected to the reinforcing reinforcing bars 12a, and the first joint concrete 12 is cast in the connected portion, and the second joint concrete 14 described above is used for fire prevention. The partition wall block 13 and the L-shaped block 11 are connected by a reinforcing reinforcing bar 11e pulled out from the bottom of the L-shaped block 11 and the reinforcing reinforcing bar 13a of the partition block 13 by a reinforcing reinforcing bar 14a. The pit for forming an elevating multi-story parking lot according to claim 5, wherein the second joint concrete 14 is cast in the connecting portion.
JP1989092195U 1989-08-07 1989-08-07 Pit for elevator car park formation Expired - Lifetime JPH072882Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989092195U JPH072882Y2 (en) 1989-08-07 1989-08-07 Pit for elevator car park formation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989092195U JPH072882Y2 (en) 1989-08-07 1989-08-07 Pit for elevator car park formation

Publications (2)

Publication Number Publication Date
JPH0331656U true JPH0331656U (en) 1991-03-27
JPH072882Y2 JPH072882Y2 (en) 1995-01-30

Family

ID=31641634

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989092195U Expired - Lifetime JPH072882Y2 (en) 1989-08-07 1989-08-07 Pit for elevator car park formation

Country Status (1)

Country Link
JP (1) JPH072882Y2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5126710U (en) * 1974-08-20 1976-02-27
JPS5926157U (en) * 1982-08-12 1984-02-18 昭和コンクリ−ト工業株式会社 Precast concrete garage

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5126710U (en) * 1974-08-20 1976-02-27
JPS5926157U (en) * 1982-08-12 1984-02-18 昭和コンクリ−ト工業株式会社 Precast concrete garage

Also Published As

Publication number Publication date
JPH072882Y2 (en) 1995-01-30

Similar Documents

Publication Publication Date Title
KR20230132070A (en) Precast Concrete Modular
JPH09295313A (en) How to make a submerged box
JPS6358149U (en)
US3464176A (en) Building construction
CN119266374B (en) Building floor structure and assembled building
KR102429154B1 (en) Precast Concrete Modular And Joint Structure with Core System Wall
KR102429151B1 (en) Precast Concrete Modular Structure
KR102865787B1 (en) Inverted U-shaped PC modular structure formed with a half-PC ceiling plate and PC modular structure construction method using the same
CN218437701U (en) Prefabricated floor slab
JPS63190339U (en)
JPH05311680A (en) Wiring pit ditch and its construction method
JPS6038768Y2 (en) L-shaped block with slope for construction
JPS6334012Y2 (en)
JPS6316536B2 (en)
JP2002106098A (en) Precast concrete board and floor structure
JPH0381441A (en) Construction method of stepped concrete floor
US3598356A (en) Key cast concrete construction system
JPH0738507Y2 (en) Hollow slab
JPH072882Y2 (en) Pit for elevator car park formation
JPS61146922A (en) Method of constructing foundation beam with double slab
JPS6017466Y2 (en) PC version joint reinforcement
JPS63233173A (en) Insulation structure between wall and frame
KR930003876Y1 (en) Assembly device for panel for concrete wall construction
JPS61211435A (en) Long span non-timbering slab construction method
JPS6378941A (en) Concrete block structure with strength in the wall thickness direction

Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term