跌水施工图

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跌水与陡坡

或 Qeb 2gH
对平底弧形闸门泄流，
在 2 5 9 0,0e/H 0 .6 5 范围内，可用下述经验公式：
= （ 0 .9 7 -0 .8 1） -（ 0 .5 6 -0 .8 1） e
1 8 0
1 8 0H
3）平底胸墙孔口泄流计算
Qab 2gH0,a为孔口高度，b为孔口总净宽。
求 T 1 和 T 2：
T1
Q1 3
M 1 H 1 2 2.099
T2
Q2 3
M 2 H 2 2 2.099
6.8
1.521 3.1
0.985
3 1.727
2
3 1.511
2
求 b c 和n c： L 1 5.5m 3 1.79m
5.37m
将T1、T2、H1、H2 代入公式：
扭曲面连接：
在上游渠道边坡系数 m 1 ~ 2 、缺口边坡系数 nc 0.25 ~ 1.00
连接段长度 L1 3H max (H max 为上游渠道最大水深) 的条件下：
M
2.25
- 0.15
b平均 H
，
b平均 bc 0.8n c H
八字墙链接：
在上游渠道边坡系数 m 1 ~ 2、缺口边坡系数 nc 0.4 ~ 0.9
Ki
0 .0 1- i2 0.352.652i
0.953i2, 为陡坡坡度
适用范围i： 2 1~0.005
对于一般工程：取hk（临界水深）作为控制断面水深。
二、落差较小的陡坡水力计算
设计目的：推求陡坡末端的跃前水深，作为考虑衬砌材料和消能工设计计算的依据。
缺口下泄水流按自由跌落水流计算（ i2 ik ）：

【设计图纸】跌水叠泉设计施工图025(精选CAD图例)

节点一a节点二b钢筋混凝土板刷水泥浆一道2厚聚氨脂防水涂料刷基层处理剂一遍15厚1:3水泥砂浆保护层(内加有机硅防水剂）50厚毛面花岗岩板,水泥砂浆擦缝5厚1:1水泥砂浆加水重20%107胶镶帖10厚1:2.5水泥砂浆找平层刷水泥浆一道刷基层处理剂一遍10厚1:2.5水泥砂浆找平层2厚聚氨脂防水涂料15厚1:3水泥砂浆保护层(内加有机硅防水剂）5厚1:1水泥砂浆加水重20%107胶镶帖12厚毛面花岗岩板,水泥砂浆擦缝钢筋混凝土板常水位常水位常水位做法一常水位做法二花池花池花池花池花池跌水池平面图北1:200花池花池花池水池水池水池水池水池花池c一一b一a跌水池d一一75006000150060001500300400250R750R750250400300175017501600160030010003006850315010500400047001300673967396739673910080400010080400015003750375045°45°45°R15000R15000R1500R1500R1500R10000R4000R3750R2450R750R1500常水位剖面图平面图做法 2-0.15（常水位）20厚毛面花岗岩30厚1：4干硬性水泥砂浆，面上洒素水泥素水泥浆结合层一遍100厚钢筋混凝土板做法 1节点跌水汀步花池20厚1：2水泥砂浆（内加有机硅防水剂）现浇C20钢筋混凝土20厚花岗岩板贴面填种植土北平面图1:100南立面图1:501:5021001001004001002001002001200R2300R2300ceed11845厚玻璃马赛克]贴面,水泥浆擦缝15厚1:3水泥砂浆保护层(内加有机硅防水剂）钢筋混凝土板刷水泥浆一道刷基层处理剂一遍10厚1:2.5水泥砂浆找平层2厚聚氨脂防水涂料5厚1:1水泥砂浆加水重20%107胶镶帖做法三做法一做法三做法二做法一做法二做法三做法三11.0009.0008.500花池做法四50厚花岗岩板贴面现浇C20钢筋混凝土20厚1：2水泥砂浆（内加有机硅防水剂）做法四做法四做法三做法五20厚1：2水泥砂浆（内加有机硅防水剂）现浇C20钢筋混凝土12厚花岗岩板贴面做法五8厚1:2.5水泥砂浆（内加有机硅防水剂）做法六12厚1:3水泥砂浆现浇C20钢筋混凝土做法五%%c80不锈钢管%%c30不锈钢管花池花岗石道牙100X200X400%%c30PVC @1500管做法六做法六做法四做法五做法六做法六做法六做法五做法七现浇C20钢筋混凝土25厚1:4水泥砂浆18厚广场砖,1:1水泥砂浆勒缝做法七(人行道)车行道做法见建筑总平面图R2000581004220040040010040020058421005050100150505050505050150H2050100280H5020400300140130303014080100505050150505050200205050502028010055045015001009005040010030015015.00°15.00°15.00°15.00°15.00°15.00°75759001005001501800200R23502000185153020185750做法三常水位花岗岩板贴面节点四节点三节点五节点六f20厚1：2水泥砂浆（内加有机硅防水剂）100厚C20钢筋混凝土10厚真石漆面层20厚1：2水泥砂浆（内加有机硅防水剂）10厚真石漆面层水盘平面一f50505015035050200500.35（常水位）0.45%%p0.0025025025025025025025025025025030030055.00°4001002北立面图46003002000200030055.00°100300300300250250250250400100509001505050200100做法 3做法 3做法 4做法 4水底射灯做法 4做法 51:151:151:151:151:151:151:301851:153汀步3立面图4大堂入口跌水池儿童戏水池跌水池1-0.45（池底）%%p0.001001002000.45%%p0.001.501.500.45%%p0.00R400010450522552251500150010450522552251500150045045015005501200200020厚花岗岩板贴面现浇C20钢筋混凝土20厚1：2水泥砂浆（内加有机硅防水剂）20035.00°35.00°做法110厚天蓝色面砖铺设3厚水泥胶结合层20厚1：2.5水泥砂浆找平，内加有机硅防水剂细石混凝土找坡层（0~150厚），坡向排水口200厚钢筋混凝土板，内加防水剂40厚细石混凝土保护层4厚SBS改性沥青防水卷材基层处理剂一遍20厚1：2水泥砂浆找平层100厚C10垫层素土夯实10厚天蓝色面砖铺设3厚水泥胶结合层20厚1：2.5水泥砂浆找平，内加有机硅防水剂M5.0砂浆砌砖20厚1：2.5水泥砂浆找平，内加有机硅防水剂பைடு நூலகம்厚水泥胶结合层10厚天蓝色面砖铺设做法210厚1:2.5水泥砂浆找平层钢筋混凝土板做法35厚玻璃马赛克贴面,水泥砂浆擦缝5厚1:1水泥砂浆加水重20%107胶镶帖刷水泥浆一道15厚1:3水泥砂浆保护层(内加有机硅防水剂）2厚聚氨脂防水涂料刷基层处理剂一遍10厚毛面花岗岩板,水泥砂浆擦缝15厚1:2.5水泥砂浆,分层灌浆钢筋混凝土板做法420厚毛面花岗岩板,水泥砂浆擦缝30厚1:2.5水泥砂浆,分层灌浆钢筋混凝土板做法518001300250250平面图1:2055节点1:15R2300R2000f一做法五做法六1505050505020280100450做法六花池做法七(人行道)5001004001001501003501:15400600

【设计图纸】跌水叠泉设计施工图005(精选CAD图例)

0.51.1.1.51.59.14.1-1100001000010000100001000010000100001000010000100001000010000建筑电气给排水结构暖通4000160001000800010001600040001130011300113001130050007650235035096503502350765050009650400050015005002750750750275050015005004000150070063001500100005001800120020200120018002620018001200202001200180026200120060012006003000202003000262003000202003000262006006006006006006006006002430170400570726157040017024302430170400570726157040017024303100900115005001600067306730300300300300400320040040002501503200150250400025015032001502504000400320040040001000300300200200300500308.28308.18309.08308.78309.28文化石贴面雨花石贴面黑色花岗石整打花池边3001000170040003002750100230010027503004000170010003002260020011002007000200110020015001150038506000150385020000150100300500150050027507505001500500275075030012603005012103003400300120003003400300121030050156072002800580020040004000200580030024010020011002001500300300300340白砂岩文化石贴面白砂岩文化石贴面鱼米石间大卵石铺池底304.28304.785050050501206001205010026050100150010035010025.00°65.00°25.00°65.00°300280030035050011009001100400206020602060201（2块）10厚钢板面刷黑漆1002060601%%c102钻空彩钢管500留20缝202060%%C10不锈钢铆钉铆固%%c50彩钢管支撑8厚钢板面刷黑漆35X60木方面刷清漆内装霓虹灯管50509001100110050050300300500931505750501001005050010厚钢板面刷黑漆8厚钢板面刷黑漆50X60木方面刷清漆（2块）留20缝%%c102钻空彩钢管%%c50彩钢管支撑内装霓虹灯管1600红色花岗石完形碎拼-10X160X200预埋铁板50X60木方面刷清漆303.77与铁板焊接10050150留20缝3503005029250865.00°10厚钢板面刷黑漆8厚钢板面刷黑漆65.00°（2块）%%C10不锈钢铆钉锚固40060201006060206020%%c50彩钢管支撑%%c102钻空彩钢管内装霓虹灯管25024010020011002001500250340白砂岩文化石贴面白砂岩文化石贴面 303.52200020002000100150010010013001001000010000100001000010000100001000010000100001000010000100001000010000100001000010000100001000010000100001000010000100130010010015001001500150010015001001612300280030030028003002800200170023408604006005900300.40120820100380156016405001205003700350350100312068017004005900300.40303.520306.300306.306.00°6.00°6.00°6.00°6.00°6.00°6.00°6.00°6.00°303.520301.00302.26301.00303.520301.80300.40R64750墙顶花池弧形水池GRC花盆花岗石出水口墙顶花池GRC花盆大花池305.520池边花池302.26301.00300.4022502001100200R64750花岗石浅浮雕墙大花池池边花池鱼米石贴池底、池壁30040035045003506.00°6.00°6.00°6.00°6.00°6.00°6.00°6.00°6.00°R6775075075080070075075075075075075075075075075075075075075075075075075030017502007505502001150350手打花岗石贴面手打花岗石贴面凹槽内种植毛竹池边花池花岗石浅浮雕墙花岗石出水口鱼米石贴柱面1700234086040053006801700400303.520306.300306.30301.00墙顶花池GRC花盆305.520手打花岗石贴面花岗石浅浮雕墙花岗石石灯鱼米石贴柱面鱼米石贴面水池边吐水浮雕墙详图1:200吐水浮雕墙顶平面图1:200吐水浮雕墙1-1剖面图100480-9803001002010013001001002401001500100x100x120手打花岗石小块油光石碎拼铺地锈板文化石碎拼贴面C15砼111:200吐水浮雕墙正立面图1:200吐水浮雕墙背立面图1:100剖面图1:100剖面图350504008004005085013004303170430340340黑色花岗石贴面黑色花岗石压顶红色花岗石压顶红色花岗石压顶50031005007005050800250150320015025040005050120013003403405003100500黑色花岗石压顶黑色花岗石贴面6006600600240012001800600390072009600900012000750075006000600037800120005500550044004400700070001980014000600300510010006002400200055005500200018006006001500410060012003400600240016003900550032001200440031822400960090009600480024001153560056001000180060060015004100600460060034006004100140070011003800380011007007001020552040016002000花岗石浅浮雕墙池边花池池顶花池1700200303.520306.300300.000200130020080037001020552040016002000花岗石浅浮雕墙池边花池池顶花池1700303.520306.300300.000200500鱼米石铺底花岗石出水口喷泉给水管14006000150550165020012105030050300100150304.78303.32303.5250厚黑色花岗石刻槽跌水板山西黑整打池沿1500150白砂岩文化石贴面雨花石铺池底白砂岩文化石贴面22001600160018001800210056°56°60019005003000510015007200

某大型园林景观跌水结构详图

环境艺术有限公司New Green land\PEnvironment & Art Limited Co.新绿地修改编号审定总负责人工程负责人设计总设计校对审核制图工程项目修改日期图纸名称修改内容设计证书比例日期图别业务号6060+0.36+0.52400120420+0.36-0.83-0.631580-0.65%%p0.00+0.18-0.42%%p0.00-0.25%%p0.002}2}底纵横一层}%%c6{\f宋体|b0|i0|c134|p2原土夯实}6%水泥石粉垫层80厚}2402401060240270120厚C20钢筋砼底纵横一层}%%c6{\f宋体|b0|i0|c134|p2原土夯实}6%水泥石粉垫层80厚}1:2水泥砂防水层20厚}福建黑贴面20厚}C15100厚}6%水泥石粉垫层80厚}原土夯实}砖砌体240宽M5灰砌筑}+0.18+0.36+0.42+0.52+0.34+0.24-0.10%%p0.00+0.34+0.52+0.52+0.52+0.52+0.52+0.18兰色玻玛贴面}120厚C20钢筋砼底纵横一层}%%c6{\f宋体|b0|i0|c134|p21:2水泥砂防水层20厚}6%水泥石粉垫层80厚}原土夯实}de110\f宋体|b0|i0|c134|p2水泵}A}白麻石贴面20厚}白麻石贴面20厚}米水刷石饰面}de50\f宋体|b0|i0|c134|p2米黄水刷石饰面}树池}DN25喷水口}300040003000150040003000R850R50030003000150040003500200035003500260001200013003801500%%c100A}1-1剖面 1:15}跌水池平面 1:60}地埋灯}%%c160\P{\f宋体|b0|i0|c134|p21:2}人行道}de50\f宋体|b0|i0|c134|p2de75\f宋体|b0|i0|c134|p2+0.42+0.42+0.42+0.42+0.423202401300600+0.4215070017001000福建黑贴面20厚}兰色玻玛贴面}800*80018018060601}1}2-2剖面 1:15}de110\f宋体|b0|i0|c134|p2福建黑盖面}平衡水泵井}米水刷石饰面}米黄水刷石饰面}兰色玻玛贴面}-0.32-0.52

【设计图纸】跌水叠泉设计施工图023(精选CAD图例)

7801100470500370300166572513204203401040700420315735ቤተ መጻሕፍቲ ባይዱ20240760360280170厚C20细石混凝土1:20池壁B常水位200X380XX630(260X470X720)300140475407528020012040020065039026020-0.525360-0.1000.060%%p0.0000.060110厚C20细石混凝土21:201.210%%p0.000常水位0.0601:20C-C剖面图常水位常水位花岗岩块石(三斧光）700X300X750常水位1:20B-B剖面图 1.8801.5601.2101.4100.7700.3701.8801.390120厚砖墙池壁C1:20常水位300-0.100-0.5252502706306752006406402200.0600.2600.3251.72547216313151617212012142352413811101.0002.5002.0001.5000.5001523414131716122324910cabbca1:201:20c-c剖面图 b-b剖面图 1:201:20-0.515-0.090a-a剖面图 0.7950.4800.060%%p0.0001.0500.4700.3250.7850.4250.0601:201.5601.0500.4051.725常水位-0.100-0.525-0.7705厚环形钢板260230300500310330706204902101302160440160280230110170常水位-0.090-0.515AA0.2300.3700.0600.230%%p0.0000.2601:200.7000.7701.3901.8802.0902.2204601708850.5000.8003500.0601.22020014902.3600.360%%p0.00010#镀锌铁丝网孔5X55厚环形钢板侧控溢水口41:105防水层加厚一层电缆管穿池壁1:10%%C6钢筋与管壁焊接常水位1551:20排水坑311700.4200.0600.0601.5001.230%%c100泻水管(接城市污水管网)2池底23bbaa0.4201:20272.2201.5002.3601.2200.8000.5000.0600.250270.4200.0601.2300.7301:201:20b-b剖面图 1:20a-a剖面图 0.3600.7301:506泵坑平面图潜水泵水池池壁1:51:202650.2600.0601.7251.5600.7850.4701.725常水位1.410192225926271519251127局部一平面图立面图1.725常水位2120131514161722132117161519202219A-A剖面图1:20局部二平面图1210111324231323241110局部三平面图4136立面图36158485252527262627991:50平面图局部一局部二局部三1:50立面图0.000X0Y0X1000X2000X3000X4000X5000X6000X7000X8000X9000Y1000Y2000Y3000Y4000Y5000CABBCA泵坑607071泄水坑28103807032未注钢筋均为%%13112@200未注钢筋均为%%13112@200350350350350350350350350350350350350未注钢筋均为%%13112@200350350350未注钢筋均为%%13112@200未注钢筋均为%%13112@200基础放大位置基础放大位置基础放大位置基础放大位置4002001220130-0.770-0.770-0.770-0.770-0.770-0.77071:5010x10方孔%%C2镀锌铁丝网铸铁箅子（上铺30厚花岗岩）R2081030120115310600150125300花岗岩块石(三斧光）1900X00 X2601.2601.5601.685常水位1.4103604506302007802405501501503509501202004201506003107012520015035014501501875-0.7700.060常水位%%p0.000-0.525-0.1003503503503503503500.2600.0601.2101.7251.5601.7251.2601.5601.685常水位1.410-0.7700.060常水位%%p0.000-0.525-0.1003503503503503503500.2600.0601.2101.7251.5601.2601.5601.685常水位1.410未注钢筋均为%%13112@2001:20D-D剖面图 -1.270350-0.770落水管240厚砖墙0.06021.8702.220素土夯实150厚级配碎石或碎砖垫层30厚防水卷材100厚C10素混泥土350350未注钢筋均为%%13112@200120厚砖墙200厚C20钢筋混凝土底板20厚1:2.5水泥砂浆找平层30厚花岗岩贴面(光面)-1.0551:2015厚1:2.5水泥砂浆抹面（掺防水剂）A-A剖面图 -0.100-0.5250.060707常水位%%p0.0003150~150厚花岗岩贴面（剁斧二道）地坪另详2.0902.22030厚花岗岩贴面（光面）20厚1:2.5水泥砂浆找平层150厚C20钢筋混凝土底板130泵坑泄水坑DD上部水池一上部水池二水池1:50平面布置图图中定位轴线设定见环施-2总平面定位图.\P池体应尽量采用干硬性混凝土,严格控制砂石中的含泥量,防止渗漏.\P图中池底、池壁均为150厚钢筋混凝土，内配单层双向%%c8@150.2.3.1.说明2.跌水池位置如总图所示，图中%%P0.000标高相对于入口广场的地坪。\P池体应尽量采用干硬性混凝土,严格控制砂石中的含泥量,防止渗漏.\P池底以1%的坡度向排水坑找坡。\P水池所用的防水卷材用三元乙丙或另定。\P整个水池采用循环用水，具体管网布置详见给排水图；水下灯光详见电施.\P管道及铸铁箅子外刷防锈漆三道。\P水景外贴面均用30厚光面花岗岩（五莲花或近似色），落水用50~150厚处用毛面。\P与池壁结合的部分及局部置石采用整块花岗岩（大小见详图）。\P泵坑底部及侧壁用15厚1：2.5水泥砂浆掺5%防水剂。3.1.建筑说明4.5.6.7.8.花岗岩块石(三斧光)8071:511:2321:2种植土水池上部水池二上部水池一2.底板下垫层作法:素土夯实后,先铺200厚块石垫层,再浇100厚C10素混凝土.4.在浇筑侧墙时,应结合水施作好预留套管.3.未注混凝土强度等级为C20.抗渗等级为S6,掺入混凝土微膨胀剂UEA10%.1.本工程设计图中的尺寸除注明者外,均以mm为单位,标高以m为单位;结构说明:2.底板下垫层作法:素土夯实后,先铺200厚块石垫层,再浇100厚C10素混凝土.4.在浇筑侧墙时,应结合水施作好预留套管.3.未注混凝土强度等级为C20.抗渗等级为S6,掺入混凝土微膨胀剂UEA10%.1.本工程设计图中的尺寸除注明者外,均以mm为单位,标高以m为单位;结构说明:67516657252658302702506301320315735420640200240760520104034070042022020064020035029152901901140200320470559401501502003705001170300990149017046011004708852103402351654252151095630780450150600310115200120420130064028036024055020015015015035035035095015030014026065039039049025015035035011006307202804502204504751508951202004201501370230150580360240400754020078030095060020035015035015020028901201610630200120420801502180200150020020020020039034037524040020050012010030080100240300300R2406001503107020012518759503501506307804502001204201501450150150350360240550200R20060024064018024020X294040403030401801801806806608080160808040802008010060088640888830030020020020038063025060020045°900150200150216013021049070330310620500300260230170280160440

1.11跌水步级详图

0.51.1.1.51.59.14.1-1校对绘图设计负责人审校审定第张共张日期阶段专业版次比例图纸内容:碧水天源2F-F2型别墅设计方案编号子项名称:工程名称:园林设计编号修改摘要春晓园林景观设计有限公司Sunshine Landscape & Archintectural Designing Co.Ltd,Dongguan文化石砖SCALE:1.01\C2\C2\C2艺术彩陶砂岩浮雕300*100*30红\P色陶砖压顶A'474038153355美国金沙压边烧面花岗岩232034451115景门植棕榈树青石板步级\C2SCALE:1.11\C2\C2\C2SCALE:\C21.11\C2跌水步级详图B1.11A1.32绘图版次比例设计负责人校对审校审定日期阶段专业修改第张碧水天源2F-F2型别墅设计方案跌水步级详图共张图水洗金沙底座美国金沙饰面美国金沙饰面进口黑金砂大理石压顶34536400\C2\C2美国金沙饰面\C2SCALE:1.12泵出水管预订雕塑34536SCALE:1.12\C2\C2美国金沙饰面进口黑金砂大理石压顶\C2雕塑R200R338\C2\C2美国金沙饰面\C2SCALE:1.11出水管预订雕塑34536SCALE:1.11\C2\C2美国金沙饰面（起逢）进口黑金砂大理石压顶\C2雕塑R200R3381.12BB1.12D1.11泵

【设计图纸】跌水叠泉设计施工图022(精选CAD图例)

64016103501503504001120250200170厚C20细石混凝土11ቤተ መጻሕፍቲ ባይዱ20630池壁B120厚砖墙常水位130380花岗岩块石(不规则),表面用斧剁平2160240厚砖墙0.06020厚1:2.5水泥砂浆找平层30厚花岗岩贴面（光面）20厚1:2.5水泥砂浆找平层1.8702.2202390240340375200200100未注钢筋均为%%13112@200素土夯实150厚级配碎石或碎砖垫层100厚C10素混泥土30厚防水卷材350350350120厚砖墙30厚防水卷材1:20A-A剖面图 20030厚花岗岩贴面（光面）120厚C20钢筋混凝土底板20厚1:2.5水泥砂浆找平层20020厚1:2.5水泥砂浆找平层150厚C20钢筋混凝土池壁30厚花岗岩贴面（光面）-0.090-0.515130224415015060020080106021604013020301204252001200.060常水位%%p0.00050~150厚花岗岩贴面（斧剁二道）地坪另详2002.0902.22030厚花岗岩贴面（光面）20厚1:2.5水泥砂浆找平层20厚1:2.5水泥砂浆找平层150厚C20钢筋混凝土底板

【设计图纸】跌水叠泉设计施工图007(精选CAD图例)

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【设计图纸】跌水叠泉设计施工图008(精选CAD图例)

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