ypshimandClaude Opus 5.5
370bd3d7cd
spec §3·§4.4(2026-11-06 개정)와 3주형형상배근.md §2.2(2주형 DWG 실측)를 따른다. - 기둥 사이 하면: Level 끝에서 헌치 수평 1500 동안 500 올라가 평탄, 다음 기둥 앞에서 내려옴 (이전 Level + 300, 헌치 300 × 300 대체) - 다주형 Level 폭 기본값 = D + 200 (입력값이 있으면 입력 우선). T형은 2100 유지 - 오목 평탄부가 없으면 RB-M01 오류 - 3주형 테스트는 오목형이 성립하는 20 m 코핑으로 바꿈 (P1 길이 12 m는 RB-M01) - 2주형 DWG 치수(L 24200, D 3000) 하면 꺾임점 테스트 추가 Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com>
267 lines
13 KiB
TypeScript
267 lines
13 KiB
TypeScript
import { describe, expect, it } from 'vitest';
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import { buildPier, solveIp4 } from '../src/core/geometry';
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import { validateInput, validatePier } from '../src/core/validate';
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import type { Issue, PierInput } from '../src/core/types';
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import { loadP1 } from './helpers';
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function run(input: PierInput): Issue[] {
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const issues: Issue[] = [];
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if (validateInput(input, issues)) validatePier(input, buildPier(input), issues);
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return issues;
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}
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describe('validation (spec §10)', () => {
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it('P1 raises I01 (block 100 mm < cover + bar 119 mm) and no E/W', () => {
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const issues = run(loadP1());
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expect(issues.map((i) => i.code)).toContain('I01');
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expect(issues.filter((i) => i.level !== 'I')).toEqual([]);
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});
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it('E01 when the pier type and column count disagree', () => {
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const issues = run({ ...loadP1(), type: '2주형' });
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expect(issues.map((i) => i.code)).toContain('E01');
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});
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it('allows different front/back counts with a non-blocking notice', () => {
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const p1 = loadP1();
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const issues: Issue[] = [];
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const bad = { ...p1, bearings: p1.bearings.filter((b) => !(b.row === '후열' && b.no === 10)) };
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expect(validateInput(bad, issues)).toBe(true);
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expect(issues).toContainEqual(expect.objectContaining({code:'W09',level:'W'}));
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const m=buildPier(bad);
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expect(m.bearings).toHaveLength(9);
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expect(m.blocks).toHaveLength(9);
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expect(m.backSegments).toHaveLength(4);
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expect(m.copingParts.every(p=>p.profile.flat().every(Number.isFinite))).toBe(true);
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});
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it.each(['전열','후열'] as const)('keeps all bearings when %s has more entries, even with integrated layout selected', row => {
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const p=loadP1();
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const input={...p,bearingLayout:'일체' as const,bearings:p.bearings.filter(b=>!(b.row===row && b.no===(row==='전열'?1:10)))};
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const m=buildPier(input);
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expect(m.blocks).toHaveLength(input.bearings.length);
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expect(m.integratedBlocks).toHaveLength(0);
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expect(m.derived.frontBackDiffSpread).toBeGreaterThanOrEqual(0);
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expect(m.copingParts.every(p=>p.profile.flat().every(Number.isFinite))).toBe(true);
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});
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it('allows a single bearing in one row but rejects a missing row', () => {
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const p=loadP1();
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const input={...p,bearings:p.bearings.filter(b=>b.row==='후열'||b.no===1)};
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expect(buildPier(input).bearings).toHaveLength(6);
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const missing={...p,bearings:p.bearings.filter(b=>b.row==='전열')};
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const issues:Issue[]=[];
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expect(validateInput(missing,issues)).toBe(false);
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expect(issues).toContainEqual(expect.objectContaining({code:'E02',level:'E'}));
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expect(()=>buildPier(missing)).toThrow('각각 받침');
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});
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it('W01 when IP2 disagrees with the 1:9 recalculation by more than 1 mm', () => {
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const p1 = loadP1();
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const ips = p1.ips.map((p) => (p.name === 'IP2' ? { ...p, x: p.x + 0.002 } : p));
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expect(run({ ...p1, ips }).map((i) => i.code)).toContain('W01');
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});
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});
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describe('foundation types', () => {
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it('직접기초: footing, no piles', () => {
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const m = buildPier({ ...loadP1(), foundationType: '직접기초' });
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expect(m.footings).toHaveLength(1);
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expect(m.piles).toHaveLength(0);
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});
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it('직접기초: blinding concrete under the footing (Q4 추천안, 적용)', () => {
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const m = buildPier({ ...loadP1(), foundationType: '직접기초' });
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expect(m.blindings).toHaveLength(1);
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expect(m.blindings[0].thickness).toBeCloseTo(0.1, 6);
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});
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it('말뚝기초: steel pipe pile 609.6 mm (Q5 추천안)', () => {
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const m = buildPier(loadP1());
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expect(m.piles.length).toBeGreaterThan(0);
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expect(m.piles[0].diameter).toBeCloseTo(0.6096, 6);
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});
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it('2주형: underside between columns is 오목형 (500 above Level); column tops and T형 stay at Level', () => {
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const t = buildPier(loadP1());
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const raised = t.levelBottom + 0.5;
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expect(t.copingParts[0].profile.some(([, z]) => Math.abs(z - raised) < 1e-9)).toBe(false);
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expect(t.copingGeom.levelWidth).toBe(2100);
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const two = buildPier({ ...loadP1(), type: '2주형', columnCount: 2 });
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expect(two.copingParts[0].profile.some(([, z]) => Math.abs(z - raised) < 1e-9)).toBe(true);
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const outlineLow = Math.min(...two.copingParts[0].profile.map(([, z]) => z));
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expect(outlineLow).toBeCloseTo(two.levelBottom, 9);
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expect(two.columns.every((c) => c.top === two.levelBottom)).toBe(true);
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// Level width default for 2·3주형 = D + 200 (D 2000 when absent).
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expect(two.copingGeom.levelWidth).toBe(2200);
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});
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it('3주형 builds with two 오목형 spans', () => {
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const m = buildPier({ ...loadP1(), type: '3주형', columnCount: 3, copingLengthMm: 20000 });
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const raised = m.copingParts[0].profile.filter(([, z]) => Math.abs(z - (m.levelBottom + 0.5)) < 1e-9);
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expect(raised).toHaveLength(4);
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});
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it('RB-M01: columns too close for two 1500 haunches → error', () => {
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// P1 length 12.166 m as 3주형: columns L/5 · L/2 · 4L/5 are 3650 apart, minus Level 2200 = 1450 < 3000.
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expect(() => buildPier({ ...loadP1(), type: '3주형', columnCount: 3 })).toThrow(/RB-M01/);
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});
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it('2주형 DWG dimensions (L 24200, D 3000): Level 3200, haunch 1500 rising 500 (3주형형상배근.md §2.2)', () => {
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const m = buildPier({ ...loadP1(), type: '2주형', columnCount: 2, copingLengthMm: 24200, columnDiameterMm: 3000, copingH1Mm: 1500, copingH2Mm: 1500 });
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expect(m.copingGeom.levelWidth).toBe(3200);
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const profile = m.copingParts[0].profile;
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const has = (x: number, z: number) => profile.some(([s, el]) => Math.abs(s - x) < 1e-9 && Math.abs(el - z) < 1e-9);
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const [c1, c2] = m.columns.map((c) => c.s);
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// Level ends at column ± 1.6, the haunch reaches Level + 0.5 another 1.5 inward, then the flat 오목 part.
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expect(has(c1 + 1.6, m.levelBottom)).toBe(true);
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expect(has(c1 + 3.1, m.levelBottom + 0.5)).toBe(true);
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expect(has(c2 - 3.1, m.levelBottom + 0.5)).toBe(true);
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expect(has(c2 - 1.6, m.levelBottom)).toBe(true);
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// Ends: taper from the end height (h1 1500 below the top) down to Level.
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expect(has(0, m.levelBottom + 1.5)).toBe(true);
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});
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for (const type of ['2주형', '3주형'] as const) {
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for (const dims of [type === '2주형' ? {} : { copingLengthMm: 20000 }, { copingLengthMm: 22000, copingH1Mm: 1200, copingH2Mm: 1000, levelWidthMm: 2400 }]) {
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it(`${type}: 오목형 spans and 1500 haunches follow every column, dimensions ${JSON.stringify(dims)}`, () => {
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const m = buildPier({ ...loadP1(), ...dims, type, columnCount: type === '2주형' ? 2 : 3 });
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const profile = m.copingParts[0].profile;
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const half = m.copingGeom.levelWidth / 2000;
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const has = (x: number, z: number) => profile.some(([s, el]) => Math.abs(s - x) < 1e-9 && Math.abs(el - z) < 1e-9);
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for (const c of m.columns) {
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expect(has(c.s - half, m.levelBottom)).toBe(true);
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expect(has(c.s + half, m.levelBottom)).toBe(true);
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expect(c.top).toBe(m.levelBottom);
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}
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for (let i = 0; i < m.columns.length - 1; i++) {
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const left = m.columns[i].s + half;
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const right = m.columns[i + 1].s - half;
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expect(has(left + 1.5, m.levelBottom + 0.5)).toBe(true);
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expect(has(right - 1.5, m.levelBottom + 0.5)).toBe(true);
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}
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expect(Math.min(...profile.map(([, z]) => z))).toBeCloseTo(m.levelBottom, 9);
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});
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}
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}
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it('현장타설말뚝: no footing, one pile of column diameter per column, tip = ground EL − length', () => {
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const input = { ...loadP1(), foundationType: '현장타설말뚝' as const };
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const m = buildPier(input);
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expect(m.footings).toHaveLength(0);
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expect(m.piles).toHaveLength(1);
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expect(m.piles[0].diameter).toBeCloseTo(2.0, 6);
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expect(m.piles[0].top).toBe(input.groundEl);
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expect(m.columns[0].bottom).toBe(input.groundEl);
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expect(m.piles[0].bottom).toBeCloseTo(input.groundEl - input.pileLengthMm / 1000, 6);
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});
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});
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describe('bearing and block checks (spec §10 W03, W04)', () => {
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it('P1 has no W03 or W04', () => {
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const codes = run(loadP1()).map((i) => i.code);
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expect(codes).not.toContain('W03');
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expect(codes).not.toContain('W04');
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});
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it('W03 when a bearing centre is closer than half a block width to a step boundary', () => {
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const m = buildPier(loadP1());
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const boundary = m.segments[1].s0;
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const bearings = m.bearings.map((b, k) => (k === 0 ? { ...b, g: boundary + 0.3 } : b));
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const issues: Issue[] = [];
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validatePier(loadP1(), { ...m, bearings }, issues);
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expect(issues.map((i) => i.code)).toContain('W03');
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});
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it('W04 when a block footprint extends past the coping end', () => {
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const m = buildPier(loadP1());
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const blocks = m.blocks.map((b, k) => (k === 0 ? { ...b, g: 0.1 } : b));
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const issues: Issue[] = [];
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validatePier(loadP1(), { ...m, blocks }, issues);
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expect(issues.map((i) => i.code)).toContain('W04');
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});
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});
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describe('일체기초 (spec §4.6)', () => {
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it('2주형 L 12000: columns 7200 apart share one footing of 17600 with 4 × 8 piles', () => {
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const m = buildPier({ ...loadP1(), type: '2주형', columnCount: 2, copingLengthMm: 12000, foundationType: '말뚝기초' });
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expect(m.footings).toHaveLength(1);
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expect(m.footings[0].length).toBeCloseTo(17.6, 6);
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expect(m.footings[0].s).toBeCloseTo(6.0, 6);
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expect(m.blindings[0].length).toBeCloseTo(17.8, 6);
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expect(m.piles).toHaveLength(32);
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expect(m.derived.pileLayout).toBe('7@2314 × 3@2250 = 32본');
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});
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it('3주형 L 20000: three columns 6000 apart share one footing (outer distance + 10400)', () => {
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const m = buildPier({ ...loadP1(), type: '3주형', columnCount: 3, copingLengthMm: 20000, foundationType: '직접기초' });
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expect(m.footings).toHaveLength(1);
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expect(m.footings[0].length).toBeCloseTo(22.4, 6);
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});
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it('2주형 with columns 18000 apart: separate footings of 10400', () => {
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const m = buildPier({ ...loadP1(), type: '2주형', columnCount: 2, copingLengthMm: 30000, foundationType: '직접기초' });
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expect(m.footings).toHaveLength(2);
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expect(m.footings.every((f) => Math.abs(f.length - 10.4) < 1e-9)).toBe(true);
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});
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});
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describe('횡방향 단차 (spec §4.3, Q1·Q2 추천안)', () => {
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it('P1 has one coping part (no step)', () => {
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expect(buildPier(loadP1()).copingParts).toHaveLength(1);
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});
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it('a 20 mm step in one segment splits the coping into two parts at the bearing-row midline', () => {
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const p1 = loadP1();
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const bearings = p1.bearings.map((b) => (b.row === '후열' && b.no === 7 ? { ...b, z: b.z + 0.02 } : b));
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const m = buildPier({ ...p1, bearings });
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expect(m.copingParts).toHaveLength(2);
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const [front, back] = m.copingParts;
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expect(front.nTo).toBeCloseTo(back.nFrom, 9);
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expect(front.nFrom).toBeCloseTo(-m.copingB / 2, 9);
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expect(back.nTo).toBeCloseTo(m.copingB / 2, 9);
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expect(front.nTo).toBeCloseTo((meanN(m, '전열') + meanN(m, '후열')) / 2, 9);
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// Segment 2 (bearing no. 7) is the one raised by 20 mm on the back row only.
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const topAt = (part: typeof front, s: number) => part.profile.find(([ps, pz]) => Math.abs(ps - s) < 1e-9 && pz > m.levelBottom)![1];
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const s2 = m.segments[2].s0;
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expect(topAt(back, s2) - topAt(front, s2)).toBeCloseTo(0.02, 6);
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});
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it('a 3 mm difference is below the 5 mm tolerance: no step', () => {
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const p1 = loadP1();
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const bearings = p1.bearings.map((b) => (b.row === '후열' && b.no === 7 ? { ...b, z: b.z + 0.003 } : b));
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expect(buildPier({ ...p1, bearings }).copingParts).toHaveLength(1);
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});
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});
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function meanN(m: ReturnType<typeof buildPier>, row: '전열' | '후열'): number {
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const rows = m.bearings.filter((b) => b.row === row);
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return rows.reduce((sum, b) => sum + b.n, 0) / rows.length;
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}
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describe('꺾인 코핑 IP4 (spec §4.1)', () => {
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const cross = (a: { e: number; n: number }, b: { e: number; n: number }) => a.e * b.n - a.n * b.e;
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it('right (clockwise) bend of +10° puts IP4 on the IP1→IP2 line, with IP3 on the turned line', () => {
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const rad = (10 * Math.PI) / 180;
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const d2 = { e: Math.cos(rad), n: -Math.sin(rad) }; // heading east, turning right → south-east
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const expectedIp4 = { e: 5, n: 0 };
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const ip3 = { e: expectedIp4.e + 5 * d2.e, n: expectedIp4.n + 5 * d2.n };
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const ip4 = solveIp4({ e: 0, n: 0 }, { e: 1, n: 0 }, ip3, 10)!;
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expect(ip4.e).toBeCloseTo(5, 9);
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expect(ip4.n).toBeCloseTo(0, 9);
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});
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it('zero angle has no IP4', () => {
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expect(solveIp4({ e: 0, n: 0 }, { e: 1, n: 0 }, { e: 10, n: 2 }, 0)).toBeNull();
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});
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it('a bend on a straight P1 sheet (IP1, IP2, IP3 collinear) is refused: IP4 would land on IP3', () => {
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const p1 = loadP1();
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const ips = p1.ips.map((p) => (p.name === 'IP4' ? { ...p, angleDeg: 5 } : p));
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// Both messages refuse the bend. Which check fires first depends on the axis orientation (x = 북, 2026-11-03).
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expect(() => buildPier({ ...p1, ips })).toThrow('꺾임');
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});
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});
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