ypshimandClaude Haiku 5.5
e4e141c801
The project has one basis: 엑셀 z (default) or 도면 EL.X. On ②, the bearing card lists EL.X, h1 and h2 for each bearing (per pier), with a button to fill the reference values. With the drawing basis the model takes the drawing EL.X as the bearing height; the coping tops stay within the 5 mm tolerance, the front block is 164 mm and the back 139 mm (excluding the pad). The check compares EL.X − h1 − h2 with the Excel-basis coping top. The basis and the drawing values are saved in the project file (optional fields). Changes regenerate every pier at once. Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
145 lines
6.3 KiB
TypeScript
145 lines
6.3 KiB
TypeScript
import type { PierInput } from './types';
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import type { PierModel } from './geometry';
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/**
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* 교량받침 reference tables from the P1 상세도 (도면값, 읽기 전용, 2026-10-23). They are not used in the model:
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* the model keeps the imported values (Q16). EL.X is the drawing's bearing level; E = h1 + h2 + h3 + h4.
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*/
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export interface BearingRefRow {
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no: number;
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row: '전열' | '후열';
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/** EL.X (m). */
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elx: number;
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/** 블럭 높이 h1 (mm, 도면). */
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h1: number;
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/** 모르타르 h2 (mm). */
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h2: number;
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/** 받침 h3 (mm). */
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h3: number;
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/** 솔플레이트 h4 (mm). */
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h4: number;
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/** E (mm, 도면). */
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E: number;
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A: number;
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B: number;
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C1: number;
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C2: number | null;
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C3: number | null;
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C4: number | null;
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C5: number | null;
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C6: number | null;
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S1: number;
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}
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export interface SolplateRefRow {
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no: number;
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/** 기울기 S (%), negative as drawn. */
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s: number;
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L: number;
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W: number;
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/** 중심 두께 T (mm). The solplate tapers along the bridge axis. */
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T: number;
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/** 두께 at the 교각축 직각 (−) side (mm). */
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T1: number;
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/** 두께 at the 교각축 직각 (+) side (mm). */
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T2: number;
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}
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const FRONT = { h1: 164, h2: 50, h3: 181, h4: 30, E: 425 };
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const BACK = { h1: 139, h2: 50, h3: 181, h4: 30, E: 400 };
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export const BEARING_ELEVATION_REF: BearingRefRow[] = [
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{ no: 1, row: '전열', elx: 43.625, ...FRONT, A: 700, B: 640, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 2, row: '전열', elx: 43.697, ...FRONT, A: 700, B: 640, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 3, row: '전열', elx: 43.768, ...FRONT, A: 700, B: 790, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 4, row: '전열', elx: 43.840, ...FRONT, A: 700, B: 640, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 5, row: '전열', elx: 43.912, ...FRONT, A: 700, B: 640, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 6, row: '후열', elx: 43.600, ...BACK, A: 700, B: 540, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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{ no: 7, row: '후열', elx: 43.672, ...BACK, A: 700, B: 540, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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{ no: 8, row: '후열', elx: 43.744, ...BACK, A: 700, B: 650, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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{ no: 9, row: '후열', elx: 43.816, ...BACK, A: 700, B: 540, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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{ no: 10, row: '후열', elx: 43.887, ...BACK, A: 700, B: 540, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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];
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export const SOLPLATE_REF: SolplateRefRow[] = [
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{ no: 1, s: -1.910, L: 800, W: 740, T: 30, T1: 38, T2: 22 },
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{ no: 2, s: -1.907, L: 800, W: 740, T: 30, T1: 38, T2: 22 },
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{ no: 3, s: -1.905, L: 800, W: 890, T: 30, T1: 38, T2: 22 },
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{ no: 4, s: -1.903, L: 800, W: 740, T: 30, T1: 38, T2: 22 },
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{ no: 5, s: -1.901, L: 800, W: 740, T: 30, T1: 38, T2: 22 },
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{ no: 6, s: -1.910, L: 800, W: 640, T: 30, T1: 38, T2: 22 },
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{ no: 7, s: -1.907, L: 800, W: 640, T: 30, T1: 38, T2: 22 },
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{ no: 8, s: -1.905, L: 800, W: 750, T: 30, T1: 38, T2: 22 },
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{ no: 9, s: -1.903, L: 800, W: 640, T: 30, T1: 38, T2: 22 },
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{ no: 10, s: -1.901, L: 800, W: 640, T: 30, T1: 38, T2: 22 },
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];
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/** 중심 두께 T of the 공통 규칙 (30 mm). T1 = T + L·|S|/2 (−측), T2 = T − L·|S|/2 (+측), so T1 + T2 = 2T. */
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export const SOLPLATE_T_RULE = 30;
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/** T1 / T2 by the drawing's rule: T ± L·|S|/2, rounded to mm (S in %). */
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export function solplateTs(T: number, L: number, s: number): { T1: number; T2: number } {
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const half = (L * Math.abs(s)) / 200;
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return { T1: Math.round(T + half), T2: Math.round(T - half) };
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}
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/** 공통 규칙 (2단계, 승인 2026-10-23): inputs that drive E, L, W, T1, T2. Defaults are the drawing's values. */
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export interface BearingRules {
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/** 모르타르 h2 (mm). */
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h2: number;
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/** 받침 높이 h3 (mm). */
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h3: number;
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/** 솔플레이트 중심 두께 T (mm). */
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T: number;
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/** 솔플 여유 (mm): L = A + margin, W = B + margin. */
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margin: number;
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}
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export const BEARING_RULES_DEFAULT: BearingRules = { h2: 50, h3: 181, T: SOLPLATE_T_RULE, margin: 100 };
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/** Values of one bearing with the 공통 규칙 applied: E = h1 + h2 + h3 + h4, L = A + margin, W = B + margin, T1/T2 from T. */
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export function applyBearingRules(row: BearingRefRow, rules: BearingRules): { E: number; L: number; W: number; T1: number; T2: number } {
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const sp = SOLPLATE_REF[row.no - 1];
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const L = row.A + rules.margin;
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const { T1, T2 } = solplateTs(rules.T, L, sp.s);
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return { E: row.h1 + rules.h2 + rules.h3 + row.h4, L, W: row.B + rules.margin, T1, T2 };
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}
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/** 받침 기준 (Q16, 승인 2026-10-23): 'excel' = 엑셀 z (기본), 'drawing' = 도면 EL.X. Project-wide. */
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export type BearingBasis = 'excel' | 'drawing';
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/** One bearing's drawing values entered on ② (mm for h1, h2; m for EL.X). */
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export interface DrawingBearing {
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no: number;
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elx: number;
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h1: number;
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h2: number;
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}
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/** Tolerance for the coping top check against the drawing (승인 2026-10-23: 5 mm). */
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export const DRAWING_TOL_MM = 5;
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/** The input with each bearing's z replaced by the drawing EL.X, for bearings that have a drawing value. */
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export function withDrawingBasis(input: PierInput, drawing: DrawingBearing[]): PierInput {
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const byNo = new Map(drawing.map((d) => [d.no, d]));
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return {
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...input,
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bearings: input.bearings.map((b) => {
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const d = byNo.get(b.no);
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return d ? { ...b, z: d.elx } : b;
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}),
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};
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}
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/** Coping top implied by each drawing row (EL.X − h1 − h2) against the model's coping top; differences in mm. */
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export function drawingCopingCheck(model: PierModel, drawing: DrawingBearing[]): { no: number; diffMm: number; ok: boolean }[] {
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const front = model.blocks.filter((b) => b.row === '전열');
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const back = model.blocks.filter((b) => b.row === '후열');
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return drawing.map((d) => {
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const implied = d.elx - (d.h1 + d.h2) / 1000;
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const modelTop = d.no <= 5 ? model.segments[d.no - 1]?.top : back[d.no - 6]?.bottom;
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const diffMm = modelTop === undefined ? NaN : Math.round((modelTop - implied) * 1000 * 10) / 10;
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return { no: d.no, diffMm, ok: Number.isFinite(diffMm) && Math.abs(diffMm) <= DRAWING_TOL_MM };
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});
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}
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