Press Brake Bending Calculator: CNC Bend Force & Allowance折弯机折弯计算器:数控折弯力与折弯补偿

A press brake bending calculator answers four questions before any steel is cut: how much force the bend needs, how much material it consumes, what the flat blank must measure, and how short a flange the die can still grip. Three are arithmetic. The fourth — the K-factor — is measured, not calculated, and it decides whether a multi-bend enclosure closes. This guide works through each output with one worked example and lists the numbers a calculator never gives you, because they live on the shop floor.

Key takeaways

  • A bending calculator is four outputs sharing one set of inputs — bend force, bend allowance, bend deduction and minimum flange. Change the V-die opening and all four move, so pick the die first.
  • Air-bend force scales with thickness squared and inversely with die opening. For 2 mm cold-rolled steel at a 16 mm die the estimate is about 13 t per metre; size the machine with 20–30% margin.
  • Bend allowance and bend deduction are not the same number. On a 90° bend in 2 mm steel they differ by about 1 mm per bend, and entering the wrong one is the most common cause of a short flange.
  • The K-factor is a measured value, not a material constant. Start at 0.44 for mild steel, then correct it with a test bend on the tooling that will actually run the job.
  • SanJun runs the calculation, then proves it with a test bend. We are a sheet metal fabricator: we hold the measured dimensions and the first-article record, and we do not issue listings or certificates of compliance, and we do not run UL 9540A.

What does a press brake bending calculator actually compute?

Despite the name, a press brake bending calculator is not one calculation. It is four outputs sharing the same inputs, and they are not independent — change the die opening and all four move.

The first two are mechanics and can be derived. The third and fourth depend on the K-factor, which comes from measurement, not a formula — which is why a calculator can be exactly right and still produce a part that does not fit. For the physics inside the bend see our sheet metal bending guide.

Which inputs does it need, and which one is most often wrong?

Seven inputs feed every bending calculation. Six are numbers read off the drawing or the tooling rack; the seventh is how the bend will be formed.

  1. Material and its actual tensile strength. Not the alloy name — the number. Tensile strength sits in the force formula as a direct multiplier.
  2. Thickness, measured. A coil ordered at 2.00 mm that arrives at 1.94 mm bends as 1.94 mm — and force scales with thickness squared.
  3. Bend angle — the interior angle. 90° is the default; 30°, 45° and 60° are common on enclosures; 135° appears on hems.
  4. Inside radius — the radius you call out, or the natural radius the die produces if you do not.
  5. V-die opening — the width of the lower tool. This is the input that quietly drives the other three.
  6. Bend length — scales force linearly; unrelated to flat-pattern length.
  7. Forming method — air bending, bottom bending or coining. The three differ by a factor of three or more in required force.

The input wrong most often is tensile strength, because nobody writes it down. A drawing says "CRS" or "304" and the calculator gets a generic handbook value. Use the number from the mill certificate instead — ask for an EN 10204 3.1 certificate, as set out in our RFQ checklist.

One customer sent a 1.5 mm 304 door that our first article measured at 1.42 mm — nobody had checked the coil. The angles were fine, but every flange came out 0.6 mm short, because the blank was calculated at 1.5 mm and the material was not there. Two hours of setup and 60 parts went to scrap before the micrometer came out. Measured thickness, measured tensile strength, then calculate.

How do you calculate bend force (tonnage)?

For air bending — the default on every CNC press brake we run — the standard estimate is:

P (kN) = 1.42 × Rm × L × t² ÷ (V × 1000)
where Rm is tensile strength in MPa, L is bend length in mm, t is material thickness in mm and V is the die opening in mm. Divide kN by 9.81 for metric tonnes.

Two things follow directly. Force rises with the square of thickness, so doubling thickness quadruples the load. And force falls as the die opening widens — which is why a die change is the cheapest way to bring an overloaded job back inside capacity.

Worked example: 2 mm cold-rolled steel, Rm = 370 MPa, 90° bend, 1,000 mm bend line, 16 mm die. P = 1.42 × 370 × 1000 × 4 ÷ (16 × 1000) = 131 kN ≈ 13.4 t per metre. That is the theoretical figure; in production we size the machine 20–30% above it and treat it as a floor, not a forecast — tool wear, thickness variation and tensile strength at the top of the band all push it up.

ThicknessDie opening (V = 8t)Cold-rolled steel (370 MPa)304 stainless (515 MPa)5052-H32 aluminium (228 MPa)
1.0 mm8 mm6.7 t/m9.3 t/m4.1 t/m
1.5 mm12 mm10.0 t/m14.0 t/m6.2 t/m
2.0 mm16 mm13.4 t/m18.6 t/m8.3 t/m
3.0 mm24 mm20.1 t/m28.0 t/m12.4 t/m
4.0 mm32 mm26.8 t/m37.3 t/m16.5 t/m

Two caveats separate a useful number from a dangerous one:

Method matters as much as the formula. Air bending touches the die on two edges and the punch at the tip, so one tool set covers every angle. Bottom bending presses the sheet into the die — better angle, more force. Coining holds angle best, at several times the force. For most enclosure work air bending is right.

How do you choose the V-die opening?

The die opening is the input people treat as a constant, and it quietly decides the radius, the force and the minimum flange. In air bending the sheet does not take the punch tip radius — it takes a natural radius set by how far it must span the die, roughly 0.15 to 0.17 × V for mild steel. That is why an 8t die lands near 1.2× material thickness.

The practical bands we use:

Material & thicknessRecommended VNatural inside radiusMinimum flangeNote
CRS 1.0 mm8 mm≈ 1.3 mm5.5 mmStandard tooling
CRS 1.5 mm12 mm≈ 1.9 mm8.0 mmStandard tooling
CRS 2.0 mm16 mm≈ 2.6 mm10.6 mm10 mm if the radius is held at 2 mm
CRS 3.0 mm24 mm≈ 3.8 mm15.8 mmCheck ram capacity
304 2.0 mm16–20 mm≈ 2.6–3.2 mm11–12 mmSpringback compensation needed
5052-H32 2.0 mm12–16 mm≈ 2.0–2.6 mm10 mmMind grain direction on tight bends

Where the drawing calls out an inside radius, the die has to be chosen to produce it — and that is where a radius that is not on the tooling rack costs money: a tool change, or an operator who quietly uses a different die. The radii we hold as standard are in our DFM guide.

How do you calculate bend allowance?

Bend allowance is the arc length of the neutral axis through the bend — the length of material the bend consumes, which the flat blank has to include.

BA = (π ÷ 180) × A × (R + K × t)
where A is the bend angle in degrees, R is the inside radius, K is the K-factor and t is thickness.

Using the same example — 90° bend, 2 mm cold-rolled steel, 2 mm radius, K = 0.44:

BA = 1.5708 × (2 + 0.44 × 2) = 1.5708 × 2.88 = 4.52 mm

That is the whole bend. Everything else on the flat pattern is straight leg, measured to the bend tangent.

OutputValue for the worked exampleHow it is derived
Bend force131 kN ≈ 13.4 t per metre1.42 × 370 × t² ÷ V, V = 16 mm
Inside radius2.0 mm (as called out)Punch tip / die selection
Bend allowance (BA)4.52 mm(π ÷ 180) × 90 × (R + K·t), K = 0.44
Outside setback (OSSB)4.00 mm(R + t) × tan(A ÷ 2) = 4 × tan 45°
Bend deduction (BD)3.48 mm2 × OSSB − BA
Minimum flange10 mm at R = 2 mm; 10.6 mm at the natural radius4 × t + R
Flat lengthLeg 1 + Leg 2 − 3.48 mmUsing outside dimensions

Bend allowance or bend deduction — which one does your CAD want?

These two numbers answer the same question by different routes, and mixing them up is the most common flat-pattern error we see on incoming drawings.

On the worked example the two differ by 1.04 mm. That sounds small until the part has six bends, at which point the wrong convention has moved the finished part by roughly 6 mm — enough that a door will not latch. Most CAD systems compute both once you supply a K-factor, so the discipline is knowing which convention your software and supplier both use, and writing it on the drawing.

There is a second convention to watch: some systems ask for a Y-factor, where Y = K × π ÷ 2. Enter a K-factor into a Y-factor field and the flat pattern comes out wrong in a way that looks plausible enough to ship. Check which one your CAD template expects.

What K-factor should you enter, and where does a real one come from?

The K-factor is the position of the neutral axis as a fraction of material thickness. K = 0.5 means the neutral axis sits mid-sheet; in reality it shifts inward, because the inside surface compresses more than the outside stretches.

MaterialStarting K-factorTypical springbackComment
Cold-rolled steel0.40–0.45 (use 0.44)≈ 1°Most predictable; the reference case
Galvanized sheet0.42–0.46≈ 1°Coating adds thickness at the bend
304 / 316 stainless0.45–0.50≈ 2°Work-hardens; wider die recommended
5052-H32 aluminium0.40–0.45≈ 3°Mind grain direction on tight radii
6061-T6 aluminium0.45–0.50≈ 3°Cracks below about 1.5× thickness

Two things make the K-factor awkward: it is not a constant for a material — it rises as the radius-to-thickness ratio falls — and it depends on the method, the tooling and the machine. A table value is a starting point, nothing more.

A real K-factor comes from a test bend, about ten minutes. Bend a coupon on the tooling that will run the job, measure the flange lengths, back-calculate the actual bend allowance and solve for K:

K = (BA ÷ ((π ÷ 180) × A) − R) ÷ t

Do it once per material, thickness, radius and tooling combination, record the result, and the next job with the same combination starts from a proven number instead of an assumption. That record is why first articles fit.

How does springback change the answer?

Sheet metal is elastic: the punch drives past the target angle, the load comes off, and the part relaxes back. The compensation is overbend, and the amount is measured, not calculated.

The rough figures in the table above are starting points for setup, not drawing tolerances. Four things move them:

CNC controllers handle this with an angle measurement system or a stored correction per program; manual brakes need an operator who has done it before. Either way, the gap between the calculated angle and the angle off the machine is closed by a measured first article.

What is the minimum flange, and what happens below it?

A flange has to reach far enough into the die to be supported before the bend starts. The rule used on our floor is minimum flange = 4 × material thickness + inside radius — for 2 mm material with a 2 mm radius that is 10 mm, and about 10.6 mm at the natural radius from a 16 mm die.

Below that, three things happen and none of them are recoverable:

  1. The part slips into the die opening — the bend line lands in the wrong place and the flange never measures true.
  2. The flange deforms — the short leg is dragged and rolled instead of folded, and the outside corner goes rounded.
  3. The operator improvises — a narrower die, a shim, hand pressure: a part that passes once and drifts on the next hundred.

A telecom customer sent a 1.5 mm aluminium tray with a 6 mm return on two sides; the die needed 8 mm. The first article came off the brake with the short leg rolled into a curve, and the lid that sat on it rocked by 3 mm. The fix was a drawing change to 9 mm — no cost, no tooling, two days sooner than forming it as drawn. The related edge forms are covered in our hem, relief and corner joint guide.

If the design cannot give the length, the options are a narrower die, a hem or return flange to give the tooling something to hold, or a change to how the part is assembled.

What does the calculator not tell you?

A calculator is honest about what it computes and silent about everything else. Five things consistently decide whether a bent part ships on schedule, and none appear in the output:

Not in the outputWhy it mattersWhere it is handled
Whether the tooling is on the rackA correct radius that needs a tool nobody owns means a change or a delayCheck at quotation, before programming
Hole, slot and cutout clearance from the bendFeatures inside the forming zone get dragged oval; it is the largest single source of bend reworkDrawing — see the bending guide
Grain directionBending parallel to the rolling direction cracks on hard alloys and tight radiiNesting and blank orientation
Coating build-upPowder coat adds 60–120 µm per surface, which is enough to bind a door that fitted bareFinishing spec — see the surface finishing guide
Tolerance stack across many bendsEach bend carries its own variation; eight bends accumulate itTolerance analysis — see the tolerance guide

Two deserve emphasis. Hole-to-bend clearance is measured to the tangent of the bend, not the centreline — which is why a clearance that looks fine on paper produces an oval hole on the floor. And coating build-up surprises people at final assembly: a door that closes beautifully bare can bind after powder coat, because two mating flanges each gained 0.1 mm.

Frequently Asked Questions

What is the difference between bend allowance and bend deduction?

Bend allowance is the arc length of the neutral axis through the bend, added to the legs measured to the bend tangent. Bend deduction is subtracted from the sum of the outside flange dimensions. Both give the same flat length; on a 90° bend in 2 mm steel they differ by about 1 mm per bend. Check which convention your CAD expects.

What K-factor should I use for cold-rolled steel?

Start at 0.44 for air bending, and treat it as a starting point only — the real value depends on radius-to-thickness ratio, tooling, method and batch. The reliable number comes from a test bend on the tooling that will run the job.

How much tonnage does bending 2 mm steel need?

About 13 t per metre for cold-rolled steel in a 16 mm die: 1.42 × 370 × t² ÷ V. Size the machine 20–30% above that. The figure is for air bending — bottom bending needs roughly three to five times as much, and stainless at the same thickness and die needs about 18.6 t per metre.

What V-die opening should I specify?

V = 8 × material thickness is the default for cold-rolled steel; use 6–8t for aluminium and 8–10t for stainless. The opening sets the natural inside radius at roughly 0.15–0.17 × V, so it also sets the minimum flange. Choose the die first.

Why does my flat pattern come out short?

Three causes cover almost every case: the wrong convention (bend deduction where bend allowance was expected), a K-factor taken from a table instead of measured, or thickness assumed nominal when the coil came in thinner. Measure the material, confirm the convention, then correct the K-factor with a test bend.

Do I need to allow for springback in the drawing?

No — call out the finished angle and the tolerance, and let the fabricator compensate. Compensation starts from roughly 1° for cold-rolled steel, 2° for stainless and 3° for aluminium, but the value is measured on the actual material and tooling. What belongs on the drawing is the angle the finished part must hold.

Can the same K-factor be reused on the next job?

Yes, if material, thickness, inside radius, tooling and forming method are all the same. We measure the first article, record the K-factor and compensation, and hold that record so the next run does not repeat the setup. Change any one of the five and it has to be re-measured.

Does SanJun verify calculator output before running a batch?

Yes. We run the calculation for force, bend allowance and minimum flange, confirm the tooling is on the rack, then bend and measure a first article before locking the program. We hold the measured dimensions and the first-article record. We do not issue listings or certificates of compliance, and we do not run UL 9540A; where a project needs a witnessed third-party test or a certificate naming a standard, that is agreed at RFQ and run by the named laboratory.

From calculator output to a first article

The calculator begins the loop rather than ends it:

  1. Choose the die first — radius, force and minimum flange all follow from the V-opening.
  2. Enter measured inputs — thickness off the micrometer, tensile strength off the mill certificate.
  3. Run the four outputs against machine capacity and the tooling rack.
  4. Confirm the flat-pattern convention — bend allowance or bend deduction, K-factor or Y-factor.
  5. Bend one piece, measure it, correct the K-factor, lock the program, then sample and log the result.

Step five is what separates a calculator result from a part that fits: most setups settle in two test pieces and ten minutes, and it is the cheapest ten minutes in the job.

Send us the drawing and we will run the calculation, flag what the calculator cannot tell you — tooling availability, hole clearance, coating build-up — and return a quotation with a bend sequence and a first-article plan. For the wider workflow see our sheet metal fabrication process.

Need CNC-bent sheet metal parts? Send your drawings for a free DFM review and a quotation within 24 hours.

折弯机折弯计算器在下任何钢材之前回答四个问题:这道弯需要多大力、弯处消耗多少材料、展开料该多长、以及翻边短到什么程度下模还夹得住。这四个里有三个是纸面算术就能算出来的;第四个——K 因子——是量出来的、不是算出来的,而它恰恰决定了多折弯外壳能不能合上。本指南用一个贯穿全篇的算例走完每个输出,指出标准公式在哪些地方会失效,并列出计算器永远不会给你的那几个数字——因为它们只存在于车间里。

核心要点

  • 折弯计算器是一组共享输入的四个输出 —— 折弯力、折弯补偿、折弯扣除、最短翻边。改 V 槽开口,四个全变,所以先选模。
  • 空气折弯力与板厚平方成正比,与下模开口成反比。 2 mm 冷轧板配 16 mm 下模约 13 t/米;选设备要在此基础上留 20–30% 余量。
  • 折弯补偿与折弯扣除不是同一个数。 2 mm 钢板 90° 弯,两者每道弯差约 1 mm;在 CAD 里填错是法兰做短的头号原因。
  • K 因子是实测值,不是材料常数。 碳钢从 0.44 起步,再用实际工装上的试弯修正。
  • 三骏先算、再用试弯验证。 我们是钣金制造商:我们提供实测尺寸与首件记录,但我们不签发认证或合规证书,也不做 UL 9540A 试验。

折弯机折弯计算器到底在算什么?

尽管名字叫"计算器",它算的不是一件事,而是四个共享同一组输入的输出,而且这四个互不独立——改下模开口,四个一起动。

前两个是力学,可以推导;第三、第四个依赖 K 因子,而 K 因子来自测量而非公式。正是这个分界,让一个完全正确的计算器仍然能做出装不上的零件。想了解弯内到底发生了什么,我们的钣金折弯指南对中性轴、回弹与半径选取讲得更细。

需要哪些输入,哪一个最容易错?

每次折弯计算都要七个输入。六个是从图纸或工装架上读出来的数,第七个是关于成形方式的判断。

  1. 材料及其实际抗拉强度。 不是牌号,是数值。抗拉强度在力公式里是直接乘数。
  2. 板厚,实测。 订的 2.00 mm 卷料到货 1.94 mm,就按 1.94 mm 弯。力与板厚平方成正比,板厚少 3%,所需吨位少约 6%。
  3. 折弯角度 —— 内角。90° 是默认;外壳上 30°、45°、60° 常见;135° 多见于卷边。
  4. 内半径 —— 你指定的半径;不指定就是下模自然形成的半径。
  5. V 槽开口 —— 下模宽度。这个输入悄悄驱动着另外三个。
  6. 折弯线长度 —— 与力成正比,与展开长度无关。
  7. 成形方式 —— 空气折弯、压底折弯还是挤压成形。三者所需力相差三倍以上。

最容易错的是抗拉强度,因为它是唯一没人写下来的。图纸上写"冷轧板"或"304",计算器就被喂一个手册泛值。混料项目上,调试出问题的正是这个假设。用质保书上的值——在下料之前就要求 EN 10204 3.1 材质证书,这一点列在我们的询价清单里。

有个客户送来一批 1.5 mm 的 304 门板,我们首件实测只有 1.42 mm,没人验过卷料。折弯角度没问题,但每段法兰都比图纸短 0.6 mm——展开是按 1.5 mm 算的,而材料就没有那么厚。两小时调试加 60 件报废,直到千分尺拿出来才停。先量板厚、先确认抗拉强度,再算。

折弯力(吨位)怎么算?

空气折弯——我们每台数控折弯机的默认方式——的标准估算式是:

P(kN)= 1.42 × Rm × L × t² ÷(V × 1000)
其中 Rm 为抗拉强度(MPa),L 为折弯线长度(mm),t 为板厚(mm),V 为下模开口(mm)。kN 除以 9.81 得公吨。

这个公式直接给出两个结论。力随板厚平方增长——板厚翻倍,载荷变四倍。力随下模开口加宽而下降——这正是换模是把超载工序拉回设备能力之内最便宜的办法。

算例:2 mm 冷轧板,Rm = 370 MPa,90° 弯,折弯线 1000 mm,下模 16 mm。P = 1.42 × 370 × 1000 × 4 ÷(16 × 1000)= 131 kN ≈ 13.4 t/米。这是空气折弯的理论值。投产时我们按此上浮 20–30% 选设备,并把它当作下限而非预测值:刀具磨损、板厚波动、抗拉强度落在规格上限,都会把它往上推。

板厚下模开口(V = 8t)冷轧板(370 MPa)304 不锈钢(515 MPa)5052-H32 铝(228 MPa)
1.0 mm8 mm6.7 t/米9.3 t/米4.1 t/米
1.5 mm12 mm10.0 t/米14.0 t/米6.2 t/米
2.0 mm16 mm13.4 t/米18.6 t/米8.3 t/米
3.0 mm24 mm20.1 t/米28.0 t/米12.4 t/米
4.0 mm32 mm26.8 t/米37.3 t/米16.5 t/米

三条注意事项,决定这个数是有用还是有害:

然后是成形方式的选择。空气折弯只有下模两肩与凸模尖接触,角度由滑块深度决定,一套模具覆盖所有角度。压底折弯把板压进模腔,角度保形更好、回弹更小,代价是力。挤压成形在弯处减薄材料,保形最好,力是好几倍,且刀具磨损真实存在。多数外壳用空气折弯就对,回弹补偿交给数控系统。

V 槽开口怎么选?

下模开口是被当成常量的输入,而它恰恰悄悄决定了半径、力和最短翻边。空气折弯时板材并不取凸模尖的半径——它取的是跨越模口所需的自然半径。碳钢的自然半径约为 0.15 到 0.17 × V,这就是为什么 8t 的下模落在约 1.2 倍板厚上。

我们用的经验区间:

材料与板厚推荐 V自然内半径最短翻边备注
冷轧板 1.0 mm8 mm≈ 1.3 mm5.5 mm标准工装
冷轧板 1.5 mm12 mm≈ 1.9 mm8.0 mm标准工装
冷轧板 2.0 mm16 mm≈ 2.6 mm10.6 mm半径按 2 mm 控制时为 10 mm
冷轧板 3.0 mm24 mm≈ 3.8 mm15.8 mm核对滑块能力
304 2.0 mm16–20 mm≈ 2.6–3.2 mm11–12 mm需做回弹补偿
5052-H32 2.0 mm12–16 mm≈ 2.0–2.6 mm10 mm小半径注意轧制方向

图纸指定了具体内半径时,下模开口必须选到能做出这个半径。正是这一步,"工装架上没有这个半径"变成钱:要么换模,要么操作工默默用另一个模、做出另一个半径。我们常备的半径列在DFM 指南里。

折弯补偿怎么算?

折弯补偿是中性轴穿过弯处的弧长。它是弯处消耗掉的材料长度,展开料必须把它算进去。

BA =(π ÷ 180)× A ×(R + K × t)
其中 A 为折弯角度(度),R 为内半径,K 为 K 因子,t 为板厚。

沿用同一个算例——90° 弯、2 mm 冷轧板、内半径 2 mm、K = 0.44:

BA = 1.5708 ×(2 + 0.44 × 2)= 1.5708 × 2.88 = 4.52 mm

这就是整道弯。展开图上其余都是直边,展开长度等于直边之和加折弯补偿,直边量到弯的切点、而不是外角。

输出本算例取值推导方式
折弯力131 kN ≈ 13.4 t/米1.42 × 370 × t² ÷ V,V = 16 mm
内半径2.0 mm(按图纸指定)凸模尖/下模选择
折弯补偿(BA)4.52 mm(π ÷ 180)× 90 ×(R + K·t),K = 0.44
外让位量(OSSB)4.00 mm(R + t)× tan(A ÷ 2)= 4 × tan 45°
折弯扣除(BD)3.48 mm2 × OSSB − BA
最短翻边R = 2 mm 时 10 mm;自然半径时 10.6 mm4 × t + R
展开长度直边 1 + 直边 2 − 3.48 mm按外形尺寸算

折弯补偿还是折弯扣除——你的 CAD 要哪一个?

这两个数殊途同归,混用是我们在来图上最常见的展开错误。

在本算例里两者相差 1.04 mm。看着小,零件有六道弯时,错用一种约定就把成品挪了约 6 mm——足够让门扣不上。多数 CAD 在你给出 K 因子后会自动算两者,所以问题不在算术,而在知道你的软件和你的供应商用的是哪一种约定,并把它写在图纸上。

还有第二种约定值得知道:有些系统要的是 Y 因子而不是 K 因子,Y = K × π ÷ 2。把 K 因子填进 Y 因子的栏里,展开会错得"看起来挺合理",足以发货。如果你的 CAD 两个都提供,先确认默认模板要哪一个,再信第一个结果。

K 因子填多少,真实值从哪里来?

K 因子是中性轴位置用板厚的分数表示。K = 0.5 表示中性轴在板厚正中;实际上它向内偏移,因为内侧压缩量大于外侧拉伸量。

材料K 因子起步值典型回弹说明
冷轧钢板0.40–0.45(取 0.44)≈ 1°最可预测,作为基准
镀锌板0.42–0.46≈ 1°镀层在弯处增加厚度
304/316 不锈钢0.45–0.50≈ 2°加工硬化,建议宽下模
5052-H32 铝0.40–0.45≈ 3°小半径注意轧制方向
6061-T6 铝0.45–0.50≈ 3°小于约 1.5 倍板厚会开裂

有两点让 K 因子不好用。它对同一材料不是常数——半径/板厚比变小它就变大,所以同一张板上的尖弯和大圆弯 K 因子不同。而且它依赖成形方式、工装和机床。表值只是起点,仅此而已。

真实的 K 因子来自试弯,大约十分钟。在将要投产的工装上弯一块试样,量出法兰长度,反推实际折弯补偿,再解出 K:

K =(BA ÷((π ÷ 180)× A)− R)÷ t

每个材料/板厚/半径/工装组合做一次,把结果记下来,下次同样组合的活就从一个验证过的数出发,而不是从假设出发。这份记录正是管理有素的车间首件能做到位的原因,也是重复订单里我们随首件报告交付的一部分。

回弹怎么改变答案?

板材是弹性的。凸模压过目标角度,载荷卸掉,零件回弹——所以 90° 的弯离开折弯机时略大于 90°。补偿办法是过弯,而过弯量是量出来的,不是算出来的。

上表里那些粗略值——碳钢 1°、不锈钢 2°、铝 3°——是调试的起点,不是图纸公差。有四件事会挪动它:

数控系统用角度测量装置或每个程序里存好的修正值处理这件事。手动折弯机靠有经验的操作工。无论哪种,计算器算出的角度和机床上出来的角度是两回事,两者之间的差距靠实测首件来弥合。

最短翻边是多少,短于它会怎样?

翻边必须伸进下模足够远,在弯开始之前就被托住。我们车间用的规则是 最短翻边 = 4 × 板厚 + 内半径。2 mm 板配 2 mm 半径是 10 mm;按 16 mm 下模的自然半径算是约 10.6 mm。

短于此,会发生三件事,没有一件能补救:

  1. 零件滑进模口。 折弯线落错位置,之后翻边怎么量都不准。
  2. 翻边在弯处变形。 短边不是被折,而是被拖、被卷,外角变圆。
  3. 操作工临场发挥。 换窄模、垫片子、手压——都能做出一件过关的,下一百件就漂。

一个通信客户送来 1.5 mm 铝托盘,两侧翻边只有 6 mm,而下模需要 8 mm。首件下来短边被卷成弧形,本该盖上去的盖子晃 3 mm。改图纸到 9 mm 就解决了——不花钱、不换工装,比照图硬做还早两天。相关的边缘形式——卷边、止裂槽、角接——见我们的卷边、止裂与角接指南。

如果设计确实给不出这段翻边,可选的是:更窄的下模开口、加一段卷边或回折边让夹具有东西可夹,或者改装配方式。这三样都是在图纸阶段决定比在折弯机上发现便宜。

计算器不会告诉你什么?

计算器对它算的东西诚实,对其余一切沉默。有六件事一贯决定折弯件能否按期出货,而它们一个都不出现在输出里:

输出里没有的为什么重要在哪里处理
工装是否在架半径算对了、但需要的刀没人有,就意味着改设计或延期报价阶段、编程之前核对
孔、槽、缺口离弯的距离成形区内的特征会被拉成椭圆;这是折弯返工的最大单一来源图纸——见折弯指南
轧制方向硬合金与小半径上,平行于轧向折弯会开裂排料与毛坯方向
滑块与工作台挠曲(挠度补偿)长弯两端会松一度两度,除非机床补偿机床挠度补偿;两端都要验
涂层堆积粉末喷涂每面增加 60–120 µm,足以让裸板能合的门卡住表面处理规格——见表面处理指南
多道弯的公差累积每道弯自带变差,八道弯就累积起来公差分析——见公差指南

其中两点值得强调。孔到弯的净空是量到弯的切点、不是折弯中心线,弄错这个,就是"算出来够、做出来变椭圆"的原因。涂层堆积则是在总装时让人意外的那个:裸板时开合顺滑的门,喷完粉可能卡住,因为两个配合面各涨了 0.1 mm。

常见问题

折弯补偿和折弯扣除有什么区别?

折弯补偿是中性轴穿过弯处的弧长——加在量到弯切点的直边上。折弯扣除是从外形尺寸之和里减掉的量。两者得到同一个展开长度;2 mm 钢板 90° 弯时相差约 1 mm,所以错用一种约定会让成品每道弯偏移这么多。先确认你的 CAD 模板要哪一种。

冷轧板的 K 因子取多少?

空气折弯从 0.44 起步,并且只当作起点。真实值取决于半径/板厚比、工装、成形方式与实际料批。可靠的数来自实际投产工装上的试弯,由实测法兰长度反推。

折 2 mm 钢板需要多少吨位?

冷轧板配 16 mm 下模约 13 t/米折弯线,算式是 1.42 × 370 × t² ÷ V。选设备按此上浮 20–30%,并注意这是空气折弯的数值:压底折弯约需三到五倍。同板厚同下模的不锈钢约需 18.6 t/米。

V 槽开口该指定多少?

冷轧板默认 V = 8 × 板厚。铝取 6–8t,不锈钢取 8–10t。开口决定自然内半径,约为 0.15–0.17 × V,因此它同时决定了半径和最短翻边。先定下模,再定这两项。

为什么我的展开做出来偏短?

三类原因几乎涵盖所有情形:约定用错(该填折弯补偿的地方填了折弯扣除)、K 因子取表值而非实测、以及板厚按标称算而卷料实际偏薄。先量材料,再确认 CAD 约定,最后用试弯修正 K 因子。

图纸上要不要给回弹留量?

不用——标出成品角度和公差,回弹补偿交给制造方。碳钢约 1°、不锈钢约 2°、铝约 3° 是补偿的起点,但这个值是在实际材料与工装上量出来的,由数控系统执行。图纸上该写的是你要求成品保持的角度。

同一个 K 因子下一批活能重复使用吗?

能,前提是材料、板厚、内半径、工装与成形方式全都相同。我们会测首件、记录所用的 K 因子与补偿量并保存,使下一批相同组合不必重复调试。这五项里换任何一项,就得重新测。

三骏在投产前会验证计算器结果吗?

会。我们先算折弯力、折弯补偿与最短翻边,确认工装在架,然后弯首件、测量、再锁定程序。我们提供实测尺寸与首件记录。我们不签发认证或合规证书,也不做 UL 9540A 试验;项目需要第三方见证试验或点名标准的证书时,须在询价阶段约定并由指定实验室执行。

从计算器输出到首件

计算器是循环的起点,不是终点。真正做出合得上零件的循环是这样的:

  1. 先选下模。 其余一切——半径、力、最短翻边——都由 V 开口推出来。
  2. 输入实测值。 板厚取自千分尺,抗拉强度取自质保书。
  3. 跑完四个输出,并与设备能力、工装架核对。
  4. 确认展开约定——折弯补偿还是折弯扣除,K 因子还是 Y 因子。
  5. 弯一件、测量、修正 K 因子,再锁定程序。批内抽样,并把结果登记供下次同样组合使用。

第五步是"算出来的结果"与"装得上的零件"之间的分界。多数调试两块试样十分钟就收敛;门缝要求严的多折弯外壳可能要半小时,而这是整个项目里最便宜的半小时。

把图纸发给我们,我们会跑完计算,指出计算器说不出来的那些——工装是否齐备、孔位净空够不够、涂层堆积——并附上折弯顺序与首件计划的报价。折弯在整个流程里的位置见我们的钣金加工流程;首件记录包含什么见从打样到量产指南。

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