What about tuhao beam? 23.
It is worth paying attention to the whole process of policy, planning, financing, design and construction, and the necessary skills for the abbot of the temple.
stairs 50 A running ladder at51, a running ladder (BT) 52 with low-end flat plate, a running ladder (CT) 53 with high-end flat plate, a running ladder dt54 with low-end and high-end flat plate, a running ladder et55 with medium flat plate, a double running staircase with interlayer and floor platform plate (all flat plates supported on three sides) ft56, and a double running staircase with interlayer and floor platform plate (the interlayer platform plate is supported on three sides and the stair section at the other end is supported on one side) gt57, first run stair (sliding support is set on the low-end stair beam) ata58, first run stair (sliding support is set on the low-end stair beam cantilever plate) atb59, first run stair (participating in the overall seismic calculation of frame structure) atc60, first run stair with high-end flat plate (sliding support is set on the low-end stair beam) Cta61.
Teach you the necessary skills for building a good temple.
I.
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column 1, frame column (KZ) 2, transfer column (zzz) 3, core column (XZ) 4, upper beam column (LZ) 5, shear wall column (QZ) 2, shear wall 6, restrained edge member (YBZ), 7, structural edge member (GBZ), 8, non edge concealed column (AZ) 9, buttress column (FBZ) 10, coupling beam (LL) 11 Coupling beam diagonal concealed brace LL (JC) 12, coupling beam cross diagonal reinforcement LL (JX) 13, coupling beam concentrated diagonal reinforcement LL (DX) 14, coupling beam (span height ratio less than 5) llk15, concealed beam (AL) 16, frame beam (BKL) 17, shear wall body (Q) 18, basement exterior wall (dwq) 19, rectangular opening jd20, circular opening YD III, beam 21, floor frame beam KL22 Floor frame flat beam KBL related reading: Lesson 9 – it’s not difficult to understand the beam reinforcement construction drawing.
Roof frame beam wkl24, frame support beam kzl25, supporting column transfer beam tzl26, non frame beam (hinged) L27, non frame beam (rigid connection) lg28, cantilever beam xl29, well beam (hinged) jzl30, well beam (rigid connection) jzlg31, frame flat beam node core area KBH IV, plate 32, beamed floor slab lb33, beamed roof slab wb34, cantilever plate xb35, beamless floor column upper plate (ZSB), 36 Mid span slab belt kzb37 of beamless floor, concealed beam al38 of beamless floor, longitudinal reinforcement reinforcement belt jqd39, post cast belt hjd40, column cap zmx41, local lifting plate sjb42, plate haunch jy43, plate opening BD44, plate flanging fb45, corner reinforcement crs46, additional reinforcement cis47 of internal corner of cantilever plate, external corner release reinforcement ces48 of cantilever plate, punching shear stirrup rh49, punching shear bending reinforcement (RB) v.
First running ladder plate with high-end flat plate (sliding support is set on the low-end ladder beam cantilever plate) Ctb62, ladder beam TL, 63, platform plate PTB, 64, ladder column TZ VI, foundation 65, ordinary step independent foundation djj66, ordinary slope independent foundation DJP related reading: Lecture 19 strip foundation and foundation beam, the last move is to teach you to save reinforcement 67, cup-shaped step independent foundation bjj68, cup-shaped slope independent foundation bjp69, foundation beam jl70, strip foundation slope bottom plate tjbp71 and strip foundation step T-shaped bottom plate tjbj72, beam slab raft foundation main beam (under column) Jl73, beam slab raft foundation secondary beam jcl74, beam slab raft foundation flat plate lpb75, flat raft foundation column lower plate strip zxb76, flat raft foundation mid span plate strip kzb77, flat raft foundation flat plate bpb78, cast-in-place pile gzh79, belled cast-in-place pile gzhk80, independent stepped cushion cap ctj81, independent slope cushion cap ctp82, abutment beam ctl83, foundation tie beam jll84 and foundation post cast-in strip hjd85 The upper pillar pier SZD86, the lower column pier XZD87, the foundation pit (ditch) JK88, the window shaft wall CJQ89, the waterproof board FBPB the engineer needs to keep forging ahead, study and pursue advanced studies, and recommend several official account numbers in the project..
