先张预应力混凝土雁形板（加肋型）征求意见稿

ńᣇ䴷傼㇇㘬ᶯ⁚ੁ䫒ㅻ䟷ਆᶯ䶒অቲ䝽㖞DŽ

ᵜമ䳶䳱ᖒᶯ⭘Ҿᣇ䴷䇮䱢ࡇᓖѪᓖԕлൠ४ˈф䐘ᓖ

ᣔቲ৊ᓖ˖ı

PPDŽ؍ᴰཆቲ䫒ㅻⲴ␧ࠍ൏



Pˈн֌ᡚ䶒ᣇ䴷傼㇇DŽ

Ņ䳱ᖒᶯቻⴆоᣇ仾ḡ䘎㔃䇑㇇ˊѫ㾱ᶀᯉ䘹⭘

㓿࠶᷀ˈᣇ仾ḡՐࡠቻⴆⲴ㦧䖭ሩ䳱ᖒᶯⲴᖡ૽ᶱሿˈ

ਟ⮕৫н䇑ˈਚ䴰൘ᶴ䙐к⭘ࡊᙗᵶԦሶᣇ仾ḡоቻⴆ䳱

␧ࠍ൏ᕪᓖㅹ㓗˖&

ü&

DŽ

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ņ䳱ᖒᶯቻⴆнⴤ᧕᢯ਇѝ䟽㓗਺䖖㦧䖭ˈн֌⯢ࣣ傼

≤⌕˖Ոݸ䟷⭘Პ䙊⹵䞨ⴀ≤⌕ˈҏਟ䟷⭘ⸯ⑓

⹵䞨ⴀ≤⌕DŽ

㇇DŽ



ѫ㾱᧗ࡦᤷḷ㓶僘ᯉᇌ䟷⭘ѝ㋇⸲DŽ

Ł᢯䖭࣋䇑㇇ᰦˈਆᆹޘㅹ㓗ѪҼ㓗ˈ㔃ᶴ䟽㾱ᙗ㌫ᮠ

㋇僘ᯉ˖䟷⭘㋂ᖴPP̚

PPⲴ⺾⸣ᡆ⹤⺾থ⸣DŽ

¤0=1.0ˈ㔃ᶴˈᣇ࣋⁑රнᇊᙗ㌫ᮠ¤Rd=



DŽ

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亴ᓄ࣋䫒ㅻ˖

㓗DŽণ᤹㦧䖭᭸ᓄḷ߶㓴ਸ䇑㇇ᰦˈᶴԦਇ᣹䗩㕈␧ࠍ൏

亴ᓄ࣋␧ࠍ൏䳱ᖒᶯ<<%/+䟷⭘¶+⎸䲔ᓄ࣋㷪᯻㚻䫒

᣹ᓄ࣋нᓄབྷҾ␧ࠍ൏䖤ᗳᣇ᣹ᕪᓖḷ߶٬ItkDŽ

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亴ᓄ࣋␧ࠍ൏䳱ᖒᶯ<<%/6

䟷⭘¶6

䫒㔎㓯ˈ

f@İ/o

DŽ¢<⭘ᖡ૽䇑㇇Ⲵ䐘ѝᥐᓖ䲀٬

fptk



03DDŽ

亴ᓄ࣋␧ࠍ൏䳱ᖒᶯ<<%/6



䟷⭘¶6



䫒㔎㓯ˈ

ˊ㔃ᶴᶴ䙐

fptk



03DDŽ

ቻⴆⲴঅቲᡯቻˈᒣ䶒ᇊս䖤ڊ䟷⭘ᵜമ䳶䳱ᖒᶯ



ᶯ䶒⁚ੁ䫒ㅻ৺㓥ੁ࠶ᐳ䫒ㅻ˖&5%

ߧ䖗ᑖ㚻䫒

㓯ᓄ᤹ᵜമ䳶

亥ǃ

亥䳱ᖒᶯቻⴆᒣࢆ䶒മⲴ㿴ᇊ⺞ᇊDŽ

ㅻDŽ



䳱ᖒᶯоᢈằ䘎᧕ᶴ䙐ˈ㿱

亥㢲⛩䈖മ˄Ҽ˅DŽަԆ䶎亴ᓄ࣋䫒ㅻ˖+5%

✝䖗ᑖ㚻䫒ㅻDŽ

ᶯоᶯ൘к䗩㚻༴Ⲵ䘎᧕ᶴ䙐ˈ㿱

亥㢲⛩䈖മ亴෻Ԧ˖4

㓗䫒ᶯˈ+5%

㓗䭊ㅻDŽ

˄Ҽ˅DŽ䘎᧕⛩䰤䐍

PP̚

PPDŽ

മ䳶ਧ

മ਽࣐㚻ර䳱ᖒᶯ㕆ࡦ䈤᰾

亥⸱04

䇮䇑ṑሩᇑṨ

਺⧟˖+3%

㓗✝䖗䫒ㅻDŽ亴ᓄ࣋䫒ㅻᕐ᣹



亴ᓄ࣋䫒ㅻਟঅṩᕐ᣹ˈҏਟᡀᶏᮤփᕐ᣹DŽ

ˊ䳱ᖒᶯᯭᐕ㾱⛩



ᕐ᣹〻ᒿ˖᤹䎵ᕐ᣹〻ᒿᕐ᣹ˈণ

ė



³conˈ䭊



⁑ᶯᐕ〻പDŽ

ᵜമ䳶䳱ᖒᶯᇌ䟷⭘䮯㓯␧ࠍ൏ൠ㛾⁑⭏ӗˈҏਟ䟷⭘䮯Ѫ߿ቁ亴ᓄ࣋ᦏཡˈൠ㛾⁑৺ᕐ᣹ਠᓗǃ᢯࣋䫒ằㅹ

䜭ᓄ┑䏣ࡊᓖ৺っᇊᙗ㾱≲DŽ

㓯䫒⁑⭏ӗDŽ⭏ӗ㓯䮯ᓖᓄı

PDŽ



䫒ㅻᐕ〻␧ࠍ൏ޫᣔ





ᶯ䶒䫒ㅻ䟷⭘㔁᡾ᡀරᰦˈ䫒ㅻӔ৹⛩㾱≲ޘ䜘㔁ᶴԦ␧ࠍ൏㺘䶒ᣩ঻ᆼ∅ਾᓄ৺ᰦ⭘ກᯉ㮴㟌㾶ⴆ䘋㹼

⒯DŽ؍᡾DŽ␧ࠍ൏

䇱кቲ⁚ㅻੁл؍㔁᡾䫒ㅻᰦᓄѕṬ᧗ࡦ䫒ㅻս㖞DŽ





ս〫䟿нᗇ䎵䗷PPDŽ

ᯭ࣐亴ᓄ࣋

␧ࠍ൏ᐕ〻ᶴԦ␧ࠍ൏ᕪᓖ䗮

ˁ䇮䇑ᕪᓖᰦᯩਟᯭ࣐亴ᓄ࣋

亴



ᇌ䟷⭘亴᣼␧ࠍ൏DŽᖃ䟷⭘㠚᣼␧ࠍ൏ᰦˈᓄ䟷⭘ᓄ࣋䫒ㅻ᭮ᕐ

DŽ

ᕪࡦᔿ␧ࠍ൏ᨵ᣼ᵪ᣼ࡦ␧ࠍ൏ˈ␧ࠍ൏ᶀᯉ⭘䟿ᓄ䙀ⴈ䇑亴ᓄ࣋ㅻ䟷ਆঅṩ᭮ᕐᰦˈᇌ⭘ᯝ㓯䫣⭡⭏ӗ㓯ѝ䜘ੁ

ѝ䜘ሩ〠䙀ቲ䙀ṩ࢚ᯝDŽੁח䟿DŽ␧ࠍ൏ᨵ᣼ᰦ䰤˖⭘ཆ࣐ࡲᰦнቁҾ

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ᰦнቁҾ

࠶䫏DŽ

ᶴԦ䎧⁑



␧ࠍ൏ᐳᯉᆼ∅ˈ⭘ᒣᶯᥟࣘಘ

㘬ᶯ

ᡆᨂޕᥟࣘಘഐ䳱ᖒᶯᓅоൠ㛾⁑᧕ਸ䶒ᖸབྷˈᴹ䖳ᕪⲴ䱴⵰࣋ˈ

㚻ằ

ᥟᦓˈ⭘ⴤᶻࡍ↕ᮤᒣˈ⭘┊ㆂ৽༽⻮঻ˈ޽є⅑ᣩ

⁑нਟⴤ᧕⭘䎧䟽ᵪ䎧਺DŽᓄݸ⭘ॳᯔ亦ሶ䳱ᖒᶯоൠ㛾

ݹDŽ㝡ᔰ޽䎧਺DŽ

⍷ㆁ␧ࠍ൏Ⲵޘ䗷〻ѝˈᓄѕṬ᧗ࡦᶯ৊৺㺘䶒ᒣᮤ

ᓖDŽ⭘ᨂ䪾઼⁑රᶯỰḕ␧ࠍ൏৊ᓖˈ⭘

P䶐ቪ઼ຎቪỰḕ

ᐞPPDŽٿᐞfPPDŽᒣᮤᓖݱ䇨ٿ㺘䶒ᒣᮤᓖDŽᶯ৊ݱ䇨

മ䳶ਧ

മ਽࣐㚻ර䳱ᖒᶯ㕆ࡦ䈤᰾

⍷ㆁ␧ࠍ൏ᓄ൘аཙⲴ䱽⑙ᰦ⇥䘋㹼DŽ亥⸱05

䇮䇑ṑሩᇑṨ

主吊绳主吊绳

副吊绳

副吊绳

≥45°

Vpc+Jftk

Jcr@üᣇ㻲Ự傼㌫ᮠݱ䇨٬DŽ>Jcr]=0.95]

Vck



䈅傼㻵㖞

㿱лമ

䱢ᣔ᧚ᯭˈቭ䟿߿ቁٮחṩᦞᇎ䱵࣐䖭ᛵߥ䟷ਆ䘲ᖃⲴ

䱴࣐᧚ᯭሩ㔃ᶴⲴ࣐ᕪ֌⭘DŽ



࣐䖭ᯩᔿ˖≤ǃ⸲ᡆ㓶⸣࣐䖭ˈ⋯ᶯ㓥ੁ൷ᐳDŽ

മ䳶ਧ

മ਽࣐㚻ර䳱ᖒᶯ㕆ࡦ䈤᰾

亥⸱08

䇮䇑ṑሩᇑṨ

ݸᕐ亴ᓄ࣋␧ࠍ൏䳱ᖒᶯ<<%/6

㌫ࡇ

ᶴԦ䘹⭘㺘

ḷᘇ䐘ᓖ/␧ࠍ൏ݱ䇨ᴰབྷཆ࣐ḷᘇ䐘ᓖ/␧ࠍ൏ݱ䇨ᴰབྷཆ࣐

රਧ⁚ᡚ䶒ㆰമ亥⸱රਧ⁚ᡚ䶒ㆰമ亥⸱

(mm)ᕪᓖㅹ㓗ᚂ䖭˄N1P

2(mm)ᕪᓖㅹ㓗ᚂ䖭˄N1P

2

ᶴԦ䘹⭘㺘10YYBL-S12.7-2075-18-1180001.5

C40

YYBL-S12.7-2075-12-112000C401.1YYBL-S12.7-2075-21-1210000.4

13

11

Ap=¶

s

Ap=

¶

sYYBL-S12.7-2075-18-2180002.2

C40

YYBL-S12.7-2075-15-115000C401.9YYBL-S12.7-2075-21-2210000.9

14

YYBL-S12.7-2075-18-3180002.3

12C45

YYBL-S12.7-2075-21-3Ap=¶

s210001.0

Ap=¶

s㔃ᶴᙗ㜭Ự傼⴨ޣᮠᦞ15

䈤᰾˖

ᴰབྷݱ䇨ཆ࣐ਟਈ㦧䖭㺘⽪ᱟ㘳㲁Ҷ䳱ᖒᶯ㠚䟽৺



.1Pቻ䶒䱢≤ᶴ䙐㦧䖭ਾݱ䇨࣐Ⲵ㦧䖭DŽ2

മ䳶ਧ

മ਽<<%/6

㌫ࡇᶴԦ䘹⭘㺘

亥⸱10

䇮䇑ṑሩᇑṨ

承载力检验荷载值[gu]

挠度检验

荷载基本组受拉主筋处最大抗裂检验系数

标志跨度混凝土等裂缝宽度达到允许值[as]

型号合值受压区混凝土破受拉主筋断裂允许值[gcr]

L(mm)级(mm)

q(kN/m)1.50mm;或挠度达

1坏1.50q(kN/m)1.50q(kN/m)

到跨度的50

1.35q(kN/m)

YYBL-S12.7-2075-12-112000C409.2712.5213.9113.9121.691.284

YYBL-S12.7-2075-15-115000C4011.6715.7617.5117.5128.451.001

YYBL-S12.7-2075-18-118000C4010.4714.1415.7115.7133.560.979

YYBL-S12.7-2075-18-218000C4012.5716.9718.8618.8634.670.985

YYBL-S12.7-2075-18-318000C4512.8717.3819.3119.3134.810.983

YYBL-S12.7-2075-21-121000C407.179.6810.7610.7636.191.008

YYBL-S12.7-2075-21-221000C408.6711.7113.0113.0137.771.014

YYBL-S12.7-2075-21-321000C458.9712.1113.4613.4638.041.003

图集号

图名YYBL-S12.7结构性能检验相关数据

页码15

设计校对审核

ݸᕐ亴ᓄ࣋␧ࠍ൏䳱ᖒᶯ<<%/6



㌫ࡇ

ᶴԦ䘹⭘㺘

ḷᘇ䐘ᓖ/␧ࠍ൏ᴰབྷݱ䇨ཆ࣐ਟḷᘇ䐘ᓖ/␧ࠍ൏ᴰབྷݱ䇨ཆ࣐ਟ

රਧ⁚ᡚ䶒ㆰമ亥⸱රਧ⁚ᡚ䶒ㆰമ亥⸱

(mm)ᕪᓖㅹ㓗ਈ㦧䖭˄N1P

2(mm)ᕪᓖㅹ㓗ਈ㦧䖭˄N1P

2

ᶴԦ䘹⭘㺘16YYBL-S15.2-2075-18-2180002.4

C40

YYBL-S15.2-2075-12-1120002.2YYBL-S15.2-2075-21-1210001.1

C40

YYBL-S15.2-2075-15-1150000.6YYBL-S15.2-2075-18-3180002.5

17C45

YYBL-S15.2-2075-21-2Ap=¶



s210001.1

19

Ap=

¶



s

YYBL-S15.2-2075-15-2150002.9

C40

YYBL-S15.2-2075-18-1180001.3

18

Ap=¶



s㔃ᶴᙗ㜭Ự傼⴨ޣᮠᦞ20

䈤᰾˖

ᴰབྷݱ䇨ཆ࣐ਟਈ㦧䖭㺘⽪ᱟ㘳㲁Ҷ䳱ᖒᶯ㠚䟽৺



.1Pቻ䶒䱢≤ᶴ䙐㦧䖭ਾݱ䇨࣐Ⲵ㦧䖭DŽ2

മ䳶ਧ

മ਽<<%/6



㌫ࡇᶴԦ䘹⭘㺘

亥⸱16

䇮䇑ṑሩᇑṨ

承载力检验荷载值[gu]

挠度检验抗裂检验系

荷载基本组受拉主筋处最大

标志跨度混凝土等裂缝宽度达到受压区混凝土允许值[as]数允许值

型号合值受拉主筋拉断

L(mm)级(mm)[gcr]

q(kN/m)1.50mm;或挠度达破坏

11.50q(kN/m)

到跨度的501.50q(kN/m)

1.35q(kN/m)

YYBL-S15.2-2075-12-112000C4012.5716.9718.8618.8622.951.121

YYBL-S15.2-2075-15-115000C407.7710.4911.6611.6626.211.104

YYBL-S15.2-2075-15-215000C4014.6719.8122.0122.0129.530.977

YYBL-S15.2-2075-18-118000C409.8713.3314.8114.8133.180.975

YYBL-S15.2-2075-18-218000C4013.1717.7819.7619.7634.940.976

YYBL-S15.2-2075-18-318000C4513.4718.1920.2120.2135.070.975

YYBL-S15.2-2075-21-121000C409.2712.5213.9113.9138.300.987

YYBL-S15.2-2075-21-221000C459.2712.5213.9113.9138.301.006

图集号

图名YYBL-S15.2结构性能检验相关数据

页码20

设计校对审核

㷪᯻㚻䫒эݸᕐ亴ᓄ࣋␧ࠍ൏䳱ᖒᶯ<<%/+㌫ࡇ

ᶴԦ䘹⭘㺘

ḷᘇ䐘ᓖ/␧ࠍ൏ݱ䇨ᴰབྷཆ࣐ḷᘇ䐘ᓖ/␧ࠍ൏ݱ䇨ᴰབྷཆ࣐

රਧ⁚ᡚ䶒ㆰമ亥⸱රਧ⁚ᡚ䶒ㆰമ亥⸱

(mm)ᕪᓖㅹ㓗ᚂ䖭˄N1P

2(mm)ᕪᓖㅹ㓗ᚂ䖭˄N1P

2

㷪᯻㚻䫒э

ᶴԦ䘹⭘㺘21YYBL-H5-2075-18-218000C401.0

ݸᕐ亴ᓄ࣋␧ࠍ൏䳱ᖒᶯ

YYBL-H5-2075-12-112000C401.1

25

22

25H5

10H5YYBL-H5-2075-18-318000C401.4

YYBL-H5-2075-12-2120002.4YYBL-H5-2075-21-121000C450.5

C4026

YYBL-H5-2075-15-1150000.8YYBL-H5-2075-21-221000C500.5

23

30H5

15H5㔃ᶴᙗ㜭Ự傼⴨ޣᮠᦞ27

YYBL-H5-2075-15-2150001.9

C40

YYBL-H5-2075-18-1180000.6

24

20H5

䈤᰾˖

ᴰབྷݱ䇨ཆ࣐ਟਈ㦧䖭㺘⽪ᱟ㘳㲁Ҷ䳱ᖒᶯ㠚䟽৺



.1Pቻ䶒䱢≤ᶴ䙐㦧䖭ਾݱ䇨࣐Ⲵ㦧䖭DŽ2

മ䳶ਧ

മ਽<<%+㌫ࡇᶴԦ䘹⭘㺘

亥⸱21

䇮䇑ṑሩᇑṨ

承载力检验荷载值[gu]

挠度检验抗裂检验

荷载基本组受拉主筋处最大弯曲受压区混

标志跨度裂缝宽度达到允许值系数允许

型号混凝土等级合值凝土受压开裂、受拉主筋断裂

L(mm)[as](mm)值[gcr]

q(kN/m)1.50mm;或挠度达

1破碎1.50q(kN/m)

到跨度的50

1.35q(kN/m)1.50q(kN/m)

YYBL-H5-2075-12-112000C409.2712.5213.9113.9121.691.241

YYBL-H5-2075-12-212000C4013.1717.7819.7619.7623.131.122

YYBL-H5-2075-15-115000C408.3711.3012.5612.5626.651.080

YYBL-H5-2075-15-215000C4011.3715.3517.0617.0628.310.992

YYBL-H5-2075-18-118000C407.4710.0911.2111.2131.261.004

YYBL-H5-2075-18-218000C408.6711.7113.0113.0132.310.987

YYBL-H5-2075-18-318000C409.8713.3314.8114.8133.180.993

YYBL-H5-2075-21-121000C457.179.6810.7610.7636.190.987

YYBL-H5-2075-21-221000C507.4710.0911.2111.2136.540.968

图集号

图名YYBL-H5结构性能检验相关数据

页码27

设计校对审核

600600600600

60006000@600060006000@600060006000

100

L

250

L

@6000@6000100

䈤᰾˖

മ䳶ਧ

ቻ䶒䳱ᖒᶯਟ⡷ᡀ㓴ᐳ㖞ˈ⇿㓴㠣ቁ൘

⡷䳱ᖒᶯㄟ䜘䟷⭘⹆⸼փປᇎˈമ਽䳱ᖒᶯቻⴆᒣ䶒৺㓥ࢆ䶒

~亥⸱28

䇱⁚ੁᮤփっᇊDŽ؍ԕ

䇮䇑ṑሩᇑṨ

850

100L100100L250L100

100L100

മ䳶ਧ

മ਽䳱ᖒᶯቻⴆ⁚ࢆ䶒

亥⸱29

䇮䇑ṑሩᇑṨ

䟷ݹ㖙120120

L

h0㷪ṃ@1500

ı

100

60

ı

180

50100300ı

⹆⸼փ

500-600

100600300100

㓥ੁ䗩䖤㓯㢲⛩а

125300ı

500-600

500-600

ı

100120

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300

50100ı

12050120

500-600120100100120

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৊⹆⸼փ

100300600300100

ı

500-600

ı

500-600

200ı

100ı



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ı

300ı

250

500-600

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㓥ੁѝ䖤㓯㢲⛩й

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