Self-Clinching Fastener Design: Hole Size, Edge & Bend自扣(压铆)紧固件设计要点:孔径、边距与折弯避让

The panel was cut, formed and powder coated when the technician ran an M4 screw into the sixth insert and the whole thing spun with it. No torque would seat it, and a painted part went to scrap. That spin-out was decided weeks earlier on a drawing, by three numbers nobody checked. Self-clinching fasteners are unforgiving that way.

This article picks up where selection ends. Still choosing between methods? Start with the sheet metal fastener selection guide. What follows assumes you have chosen self-clinching: how to draw it, install it and verify it right.

Key takeaways

1. What a self-clinching fastener actually is

A self-clinching fastener — often called a PEM-style insert, after the brand that set the category standard — turns a 1 mm panel into something that can carry a real thread. It is a hardened insert with an undercut, the recess machined under the head, or a knurled ring; you squeeze it into a punched hole in a soft sheet, the sheet flows into that recess, and the two are locked together mechanically. No weld, no nut on the back face, nothing to hold.

1.1 The cold-flow mechanism

Under the press the sheet behaves like a very stiff putty: it does not cut, it moves. The press displaces the sheet around the hole into the undercut of the self-clinching insert, and the interlock is purely mechanical. The corollary matters more than the mechanism: the insert must be harder than the sheet — otherwise the sheet irons the knurl flat, which is why stainless and work-hardened material cause trouble. Displaced material has to come from somewhere, so hole size, thickness, edge distance and spacing all ask the same question: how much material can move, and where can it go?

1.2 The four families

All self-clinching types are permanent. Removing one destroys the sheet around it.

2. The three design limits that decide whether the joint holds

All three are published per part number and differ between series; the values below are typical bands. The one rule that overrides all of them is in 2.2.

Limit What it controls Typical published basis\* If ignored
Hole size and tolerance Material available to flow into the undercut Per part number; band commonly in the ±0.05 mm class, some series one-sided Too small: force spikes, sheet cracks. Too large: torque-out drops
Minimum sheet thickness Volume of material to displace Roughly 0.8 mm upward for small metric threads; confirm bare or coated Groove unfilled; insert spins or pushes out
Max parent-material hardness Whether sheet flows or insert flattens Typically HRB 80 / HB 150 or lower (Rockwell B / Brinell) for general-purpose steel and aluminium series; some lower, stainless-dedicated higher Knurl ironed flat; no interlock

\ Typical values only. Verify against the manufacturer's specification sheet for the exact part number; never carry a figure across from another series. Two terms you will meet in every catalogue: torque-out is rotational resistance, push-out is axial resistance — see section 9.*

Want those three checked before release? Send the drawing for a free CAD design and DFM review — a mismatch costs nothing to fix on screen.

2.1 Hole size and tolerance

Give the clinch hole its own size and tolerance, as you would any controlled feature in a sheet metal DFM design guide. The value comes from the manufacturer, not the title block — a general tolerance note in the title block is the wrong source for this one hole, and it is wider than the band the part number publishes.

2.2 Why a self-clinching hole must not be chamfered or heavily deburred

Do not chamfer the clinch hole. Cold flow needs the full sheet thickness at the hole wall, because that wall is what gets displaced into the undercut. A chamfer removes material exactly where it is needed and enlarges the hole at the seating face, so resistance to spin-out falls — the failure this article opened with.

Blanket deburr notes are the reason this happens. A note that says "break all edges" gets applied to the clinch hole too, and the chamfer it creates is permanent — there is no rework that puts the material back. Write the exclusion into the same note: break all edges except self-clinching mounting holes, which are to be left square. That is the one place where the usual edge break and deburring guidance does not apply.

2.3 Minimum sheet thickness

Below the published minimum there is not enough material to fill the groove, and both torque-out and push-out suffer. Confirm whether the published figure assumes bare or coated sheet, because a coating adds thickness the interlock cannot use.

2.4 Maximum parent-material hardness

For general-purpose steel and aluminium series the ceiling is typically in the HRB 80 / HB 150 class, varying by series. Read the two scales as a pair; they are not interchangeable, and a single-scale figure is not a specification. Verify on received material, not only the mill certificate: coil variation, temper and forming all move the number.

3. Placement rules: edge, spacing and bend proximity

Place a clinch hole badly and no amount of correct hole size saves it. This is also the area where manufacturer catalogues say least, so the rules below are workshop rules rather than catalog figures.

Feature Measure from Typical basis\* Failure and fix
To a free edge Hole centre to edge Multiple of hole or fastener diameter, often quoted in the 1.5×–2× class; some series publish an absolute minimum Edge bulges or splits. Fix: increase distance; do not take the minimum on two edges
To the next hole Centre to centre, but judge material left between the zones No universal multiplier Zones overlap; panel oil-cans. Fix: increase spacing, stagger
To the bend line Hole centre to outside of the bend radius, not the tangent No single published number; must clear the radius Forming ovalises the hole; throat cannot reach. Fix: keep the hole flat
To cutout, louver, hem or weld Remaining sheet between hole and feature Judge by remaining material and anvil support Local thinning, cracking. Fix: relocate or add material

\ Typical values only; figures published per part number by the fastener manufacturer take precedence. Find your symptom in the last column — the fix is always geometric, never a change in press force.*

3.1 Centreline to edge

Measure from the hole centre, because what matters is the material between the displaced zone and the free boundary. Too close and the displaced material can only escape outward, and it takes the edge with it.

3.2 Hole-to-hole spacing

Spacing is nearly always judged by centre distance, which is the wrong measure. The displaced zone extends beyond the visible head, so the question is how much sheet is left between two zones — judge the web, not the centres. Take the ring of material the insert displaces, roughly (head diameter − hole diameter) / 2 per side, and keep at least that much sheet between two adjacent displaced zones, plus one sheet thickness as margin. Narrow that web and the panel takes a shallow wave; see the flatness and oil canning guide. Press a coupon before you commit the pattern.

3.3 Distance to the bend line

Measure to the outside of the bend radius, not the tangent line, which is easier to dimension and wrong. Forming pulls the hole oval so the groove fills unevenly; the press may not get an anvil under a flange once the part is formed; and pressing too close before forming lets springback work at the clinched zone.

Work backwards from the press tool, not from the hole. The whole press footprint — head or barrel outside diameter, plus the anvil under it — has to land on flat material. So the starting distance is: outside bend radius + sheet thickness + half the head diameter, plus clearance so the tool does not touch the radius. Check it two ways. First, can the press throat — the depth the ram can reach in from the frame — still reach the hole after forming? If not, press before forming and verify on a formed coupon. Second, is the hole within about one sheet thickness of where the forming strain begins? If it is, the hole goes oval regardless of what you dimension, and the answer is to move it. The mechanics of that strain are covered in the sheet metal bending guide.

We see this most often on telecom cabinets: a standoff pattern dimensioned to the bend tangent instead of the outside of the radius. Every part pressed perfectly on the flat blank; after forming the holes were oval and the throat could not reach inside the return flange. The fix was moving the pattern clear of the radius.

4. Picking the right self-clinching series for the parent material

The sheet decides which series you can use. Material trade-offs sit in the sheet metal material selection guide — here we cover only what the choice does to a clinched joint.

4.1 Mild and carbon steel

Mild steel is what the general-purpose series are designed around: it flows cleanly, it fills the groove, and it holds. If your sheet is mild steel and the hole is right, this section is the whole job.

4.2 Aluminium

Aluminium presses easily, but the sheet yields more under load, so on a demanding joint the limiting member is the sheet rather than the insert. The answer is a larger footprint or a longer shank (grip-range) code, not more force. High-strength tempers are the ones to check against the published hardness ceiling before you commit.

4.3 Stainless — the hardness trap

Stainless sheet is the top cause of clinch failure on a well-drawn part. It arrives harder than mild steel and work-hardens further in cutting and forming, so a standard insert gets flattened instead of doing the flattening. The response is a stainless-dedicated series, which carries trade-offs:

The sequence we use: first measure hardness on received material at the press zone, not from the mill certificate. If it is under the published maximum for the general-purpose series, stop — use it. If it is over, move to the stainless-dedicated series and check the three gates above in order: corrosion class, magnetic permeability, then temperature. Any gate that fails means the clinched joint is the wrong method for that panel, and the answer is a weld nut or a captive nut rather than a harder insert. Confirm the final series with the fastener manufacturer against your sheet grade and environment; the sheet-side comparison is in the stainless versus carbon steel enclosure guide.

4.4 Coated and galvanised sheet

Coated and galvanised sheet presses fine, but the coating changes the friction at the hole wall and can flake off at the press point, which shows up as a ring of rust around the head months later. Default to pressing before final treatment and masking the threads. Press after coating only if the finish line cannot accept masked holes — a wet paint line that leaves a visible witness ring is the usual case — and then specify a masked land around each hole so the press foot never sits on the finish.

5. Installation: direction, tooling and process sequence

5.1 Which face to press from, and which way the screw goes in

A self-clinching insert is pressed in from the face the punch entered, so the cleaner sheared edge is where the head seats; confirm the convention for your part number. The mating screw should enter from the face opposite the head, so tightening loads the joint in its strongest direction. Enter it from the same side and the screw drags the insert back out.

An energy storage enclosure we prototyped is the clean example — the inserts passed push-out and then failed at normal assembly torque: pressed from the wrong face with the screws entering from the same side, so every tightening operation loaded the joint where it was weakest.

5.2 Press, don't strike

Cold flow needs a parallel squeeze — tool faces parallel, anvil (the flat support under the sheet, opposite the punch) supporting the sheet, force applied by a press. Self-clinching fasteners need a dedicated insertion press rather than an arbor press, because the force profile matters as much as the peak force. A hammer gives impact, not flow: uneven seating, distortion, damaged threads. Set installation force from the specification sheet, and confirm it on a coupon from the same lot.

5.3 Punched holes versus laser-cut holes for clinching

Not equivalent here. A turret punch gives a clean sheared edge, a cold-worked wall and consistent diameter; see the turret punching guide. A laser leaves a heat-affected edge, taper and occasional dross — resolidified slag on the lower cut edge; see the laser cutting edge quality guide. For stainless and thin aluminium, punch the clinch holes as a second operation rather than accepting the laser edge.

5.4 Before or after bending? Before or after coating?

Write the sequence on the drawing, or it will be decided by whatever the press schedule allows that week. The finish-side options are set out in the surface finishing guide.

6. Self-clinching failure modes: under-press and over-press

Nearly every failure is one of two things: not enough material reached the groove, or the sheet was asked to do too much.

Symptom Likely mechanism What to change
Insert spins (torque-out) Too little material in the groove: oversize hole, chamfer, under-press, thin sheet, wrong series Check hole size, remove the chamfer note, set force per part number
Insert pushes out or pulls through Load in the weak direction: screw from the head side, oversize hole, thin sheet Reverse the face, enter the screw from the opposite side
Edge bulges or splits Hole too close to a free edge Increase centre-to-edge distance or move the feature
Panel waves (oil-canning) Zones overlapping; minimum spacing on several sides Increase spacing, stagger, add a rib
Sheet cracks at the hole Sheet too hard, hole undersize, short edge distance, too close to a bend Verify hardness and hole size, increase clearance
Head not seated flush Under-press, unsupported anvil, debris, tool faces not parallel Set force per spec, support the zone, check parallelism
Threads damaged after pressing Over-press deformed the shank, or wrong anvil Reduce force to the published value, change anvil
Insert crushed or flattened Sheet harder than the insert — stainless or work-hardened panel Move to a series confirmed for the sheet grade

6.1 Spin-out on a self-clinching insert

The most common self-clinching failure, and it reads as a hardware defect. It is almost always material availability: oversize hole, chamfer that ate the entry thickness, low force, or the wrong series.

6.2 Push-out and pull-through

Disproportionately caused by direction: if the screw enters from the same face the insert was pressed from, the joint is loaded where it was never meant to resist.

6.3 Edge bulge and oil-canning

An edge bulge and an oil-can are the same failure at two distances: the sheet you displaced went somewhere it had room to go. Close to an edge, it pushes the boundary out. Next to another insert, it pushes the web between them into a shallow wave. Neither responds to changing the press force — move the hole, or give the material somewhere else to go.

6.4 Sheet cracking

The sheet was asked to move and could not: too hard, too thin at the wall, too close to an edge or bend, or over-pressed. Verify hardness as an HRB / HB pair.

7. Self-clinching versus weld nut versus rivet nut versus cage nut

Where the choice is open, the fastener selection guide works through the decision. This table compares what each commits you to.

Self-clinching Weld nut Rivet nut (blind) Cage nut
Removability Permanent Permanent Permanent Replaceable in the field
Access Both faces, limited by press throat One face plus weld access One face only Front face; clips into a square hole
Heat and distortion None; cold formed Distortion and post-weld cleaning None None
Tooling and cost Insertion press; fast cycle Weld equipment and fixtures Hand setter; slowest per piece Lowest tooling; higher piece cost
Material limits Sheet softer than insert, above minimum thickness Weldability governs Grip range sets thickness Cage sets panel thickness range
Coating sequence Flexible; pressing after coating damages finish Must precede final treatment Usually before coating Either; no coating damage
Strength Good torque-out and push-out, limited by sheet Highest; load path is the weld Good in pull; torque on grip Limited by the panel
Best fit Thin sheet, clean appearance, frequent service access Structural and safety-critical joints Closed sections, unreachable back face 19-inch racks, DIN rail sub-racks

7.1 When each one wins

Structural and safety-critical joints go to weld nuts, because the load path is a weld rather than an interlock; see the sheet metal welding guide. Closed sections whose back face can never be reached go to blind rivet nuts, and anything replaced in the field goes to cage nuts. Thin sheet with frequent service access is where self-clinching earns its keep.

7.2 The process-sequence consequence

Weld nuts must go in before final surface treatment, because welding leaves oxide and spatter to be cleaned. Self-clinching is cold and more flexible — except where pressing after coating damages the finish.

8. Galvanic corrosion and finish compatibility

What makes this different from ordinary fastener corrosion is permanence. A screw can be removed and the interface cleaned; a pressed insert has a clamped contact face held against the sheet for the life of the product, and that face cannot be re-coated afterwards.

Combination Risk direction Environment severity What to do
Carbon-steel insert in aluminium sheet Aluminium is the anode and gives up material Rises outdoors, coastal air, road salt Match materials, or isolate and seal
Stainless insert in aluminium sheet Large cathode on a small anode; aluminium corrodes at the hole Worst in chloride and wet-dry cycling Near-potential pairing, isolate, keep the joint dry
Stainless insert in carbon-steel sheet The steel around the hole corrodes Manageable indoors; aggressive outdoors or washdown Compatible coating, sealed joint
Same or near-potential materials Little driving voltage Low in all environments Preferred default where the load case allows

Read the table by finding your insert material and your sheet material together, then reading across to the environment you actually ship into — the same pair can be acceptable indoors and aggressive on a coastal site. The mechanism and suppression methods are in the galvanic corrosion guide. Where the joint also carries a bonding path, material choice interacts with the electrical requirement; that interaction is worked through in the enclosure grounding and bonding design guide.

9. Inspecting self-clinching inserts: push-out and torque-out

9.1 What the two numbers mean

Torque-out is rotational resistance — the torque at which a self-clinching nut spins. Push-out is axial resistance — the force needed to drive it back out. Torque-out and push-out measure two different load cases, and you should specify the one your joint actually sees. Neither has anything to do with how hard you tighten the screw.

9.2 How to verify on incoming and first article

Press first-article coupons from the same sheet lot, in the same condition, on production tooling. Check appearance first — head flush, no edge bulge, no cracks — then torque-test a sample against the published value, and run destructive push-out where the joint is load-bearing or whenever the lot, hardness or tooling changes. The wider first-article and PPAP routine is covered in the FAI and PPAP guide.

9.3 What to write into the acceptance clause

Do not hard-code numbers you have not verified. Write: meets the typical values published by the fastener manufacturer for the specified part number, verified on this lot's sheet using production tooling. That survives a supplier or tooling change; a fixed number does not.

10. Copy-paste drawing spec block

Most prints lack a self-clinching spec block, and that is the single cheapest thing to add.

SELF-CLINCHING FASTENER SPECIFICATION
1. FASTENER: Self-clinching ___ (nut/stud/standoff/flush/blind)
   Manufacturer: ___   Part number: ___
2. THREAD: ___ x ___ (metric/unified); class per spec sheet.
3. INSTALLATION FACE: Press in from ___ face (punch side).
   Mating screw enters from the opposite face unless noted.
4. MOUNTING HOLE: Dia. ___ +/- ___ mm per manufacturer spec sheet.
   *** DO NOT CHAMFER. DO NOT HEAVILY DEBURR. Light burr removal only;
   do not reduce parent material thickness at the hole wall. ***
5. LOCATION: ___ places at ___ (view ___).
   Centre to edge: ___ mm min.  Centre to centre: ___ mm min.
   Centre to outside of bend radius: ___ mm min.  Verify per spec sheet.
6. SHEET: Material ___, thickness ___ mm (min. ___ mm per spec sheet).
   Hardness at press zone: max. HRB ___ / HB ___. Verify and report.
7. SEQUENCE: Press ___ (before/after) forming, ___ (before/after) finish.
   Threads masked/plugged through coating if pressed before finishing.
8. ACCEPTANCE: Torque-out/push-out to meet typical values published by the
   fastener manufacturer for this part number, verified on production tooling
   with this lot's sheet. Head flush; no bulge or cracks; threads gaugeable.

If the print can carry only one line:

SELF-CLINCHING INSERT: MFR ___, P/N ___. HOLE DIA. PER MFR SPEC SHEET.
DO NOT CHAMFER. PRESS FROM ___ FACE. SHEET: ___ mm MIN, HRB ___ / HB ___ MAX.

Every blank field is a question asked after the RFQ arrives. A drawing with the part number, hole, face and sequence filled in can be quoted directly. Once the block is on the print, keep it under change control like any other callout — see the drawing revision and ECN guide.

Send the block with the model and we will check the hole, placement and sequence against those part numbers before you release the print.

Frequently asked questions

Why must the mounting hole not be chamfered or heavily deburred?

Because the hole wall is the material that cold-flows into the insert's undercut. A chamfer removes thickness exactly where it is needed and enlarges the hole at the seating face. Light burr removal is fine; cutting into the wall is not.

Can self-clinching fasteners be installed after powder coating?

They can, at a cost. The press damages the coating around the head and on the opposite face, affecting corrosion performance and electrical continuity. Pressing before coating is cleaner, with threads masked.

How close can a clinch hole be to a bend line?

Measure from the hole centre to the outside of the bend radius, not to the tangent line, and work backwards from the press tool: the head or barrel plus the anvil must land on flat material, so start at outside bend radius plus sheet thickness plus half the head diameter, plus clearance for the tool. Then check that the press throat can still reach the hole after forming, and that the hole is not within about one sheet thickness of where the forming strain begins. Where that is impossible, press before forming.

Can I press a stainless self-clinching nut into a stainless panel?

Not with a standard series. Stainless sheet is hard and work-hardens further, so it flattens the insert rather than flowing into it. You need a stainless-dedicated series, which brings trade-offs in corrosion behaviour, magnetic permeability and high-temperature performance.

Should the mating screw go in from the same side the insert was pressed from?

Normally no. The screw should enter from the face opposite the head so tightening loads the joint in its strongest direction. Entering from the same side pulls the insert back through the sheet — an orientation error, not a hardware defect.

How do I verify a clinched insert on incoming parts — push-out or torque-out?

Test the one matching the load case. Torque-out is rotational and matters for serviced joints; push-out is axial and matters for load-bearing mounts. Neither is the screw's tightening torque.

Conclusion

Every number in this article comes from one place: the manufacturer's sheet for the part number you specified. Get the hole, the thickness and the hardness off that sheet, write the press face and the sequence on the print, and the failure modes in section 6 stop being a production problem. The ones that still happen are the ones nobody wrote down.

Send us your model and drawing for a free CAD design and DFM review. We will check hole sizes, placement and hardness against the part numbers you have specified, and tell you which fields in the spec block are still open.

钣金件已经切割、成型、喷完粉,产线师傅把 M4 螺钉拧进第六个嵌件时,整个嵌件跟着一起转。怎么打扭矩都压不下去,一个已经喷好漆的零件就此报废。而这次「跟转」早在几周前的图纸上就注定了——由三个没人核对过的数字决定。压铆件就是这么不讲情面。

本文从选型结束的地方接着讲。如果你还在几种连接方案之间犹豫,先读 钣金紧固件选型指南。下文默认你已经确定采用自扣(压铆)方案(PEM 是该品类的代表品牌),讲的是怎样把它正确地画到图上、装到位、验得准。

要点速览

1. 自扣(压铆)紧固件到底是什么

自扣(压铆)紧固件——行业里常按树立该品类标准的品牌称之为 PEM 类压铆件——能让 1 mm 的薄板承载真正有用的螺纹。它是一颗淬硬的嵌件,头部下方加工出一道环形凹槽(undercut),或者带一圈滚花;把它压进软态板材上冲出的孔里,板材在压力下流入凹槽,两者形成纯机械互锁。不用焊接,背面不用配螺母,也不用任何东西扶着。

1.1 冷流机理

在压力机下,板材表现得像一块极硬的油泥:它不会被切削,只会流动。压力机把孔周围的板材挤进压铆件的凹槽,互锁完全是机械式的。相比机理本身,它推论出的结论更要紧:嵌件必须比板材硬——否则板材反而会把滚花压平,这正是不锈钢和加工硬化材料难做的原因。被挤走的材料总得有出处,所以孔径、板厚、边距、孔距,问的其实是同一个问题:有多少材料可以挪,又能挪到哪里去。

1.2 四大类

所有压铆类型都是永久性的。拆掉一颗,会同时毁掉它周围的板材。

2. 决定接头能否成立的三条设计限值

三条限值都按料号分别发布,不同系列之间并不一致;下表给出的是典型区间。压倒这三条的那一条规则在 2.2。

限值 它控制什么 典型发布依据\* 忽略后会发生什么
孔径与公差 可供流入凹槽的材料量 按料号给出;公差带常见在 ±0.05 mm 量级,某些系列为单向公差 太小:压入力尖峰、板材开裂。太大:扭出力下降
最小板厚 可供挤走的材料体积 小规格公制螺纹大致从 0.8 mm 起;需确认是裸板还是涂层板 凹槽填不满;嵌件跟转或被顶出
母材硬度上限 板材是流动,还是把嵌件压平 通用型钢与铝系列通常为 HRB 80 / HB 150 或更低(洛氏 B 标度/布氏标度);部分系列更低,不锈钢专用系列更高 滚花被压平;无法形成互锁

\ 以上仅为典型值,须按具体料号对照制造商规格表核实;切勿把某一系列的数值照搬到另一系列。有两个词你会在每本样本里遇到:扭出力是抗扭转载荷的能力,顶出力是抗轴向载荷的能力——见第 9 节。*

想在图纸下发前就有人帮你核对这三条?把图纸发过来做一次免费 CAD 设计与 DFM 评审——在屏幕上改掉一个不匹配项,成本是零。

2.1 孔径与公差

像对待 钣金 DFM 设计指南 里的任何受控特征一样,给压铆孔单独标注尺寸和公差。这个数值来自制造商,不来自标题栏——标题栏里的通用公差注是这一个孔的错误取值来源,而且它比料号所发布的公差带宽得多。

2.2 为什么压铆孔不能倒角,也不能重度去毛刺

压铆孔严禁倒角。冷流需要孔壁上保留完整的板厚,因为正是这层孔壁要被挤进凹槽。倒角恰好削掉了最需要材料的地方,并且把安装面上的孔口放大,抗跟转能力随之下降——也就是本文开头那个失效。

罪魁祸首往往是笼统的去毛刺注。「所有棱边倒钝」这类注记会连压铆孔一起套进去,而它造成的倒角是永久性的——没有任何返工能把材料补回来。把排除条款写进同一条注记里:所有棱边倒钝,自扣(压铆)安装孔除外,该孔保持直角清根。 这正是常规 棱边倒钝与去毛刺指南 不适用的唯一场合。

2.3 最小板厚

低于发布的最小板厚,就没有足够材料填满凹槽,扭出力和顶出力都会受损。要确认发布值是基于裸板还是涂层板,因为涂层增加的厚度互锁是用不上的。

2.4 母材硬度上限

对通用型钢与铝系列,上限通常在 HRB 80 / HB 150 量级,随系列而变。这两个标度必须成对读;它们之间不可互换,只写一个标度的数值不构成一份规格。要在来料上实测,不能只看材质证明书:卷料批次差异、调质状态和成型加工都会让这个数字漂移。

3. 布置规则:边缘、间距与折弯避让

压铆孔位置画错了,孔径再正确也救不回来。这也是各家样本里讲得最少的一块,因此下面的规则是车间经验规则,而非样本数据。

特征 从何处测量 典型依据\* 失效与对策
到自由边缘 孔中心到边缘 孔径或紧固件直径的倍数,常引用在 1.5×–2× 量级;部分系列给出绝对最小值 边缘鼓凸或开裂。对策:加大距离;不要在两条边上同时取最小值
到相邻孔 中心距,但应判据两个变形区之间剩下的材料 无通用倍数 变形区重叠;面板起波浪。对策:加大间距、错位排布
到折弯线 孔中心到折弯圆角外缘,不是切点 无统一的发布数值;必须避开圆角 成型把孔拉成椭圆;喉深够不到。对策:让孔留在平面上
到缺口、百叶、压死边或焊缝 孔与特征之间剩余的板材 按剩余材料量与砧座支撑条件判断 局部减薄、开裂。对策:移位或补料

\ 仅为典型值;紧固件制造商按料号发布的数值优先。先在最后一列里找到你的症状——对策永远是几何上的,而不是调整压入力。*

3.1 中心线到边缘

从孔中心起算,因为真正起作用的是变形区与自由边界之间的材料。靠得太近,被挤走的材料只能向外逃逸,顺便把边缘一起顶出去。

3.2 孔间距

间距几乎总是用中心距来判断,而这个度量是错的。变形区会延伸到可见头部之外,所以问题在于两片变形区之间还剩多少板材——要看中间那条「筋」,不要看中心距。先算出嵌件挤走的那一圈材料,约为(头部直径 − 孔径)/ 2(每侧),然后在两个相邻变形区之间至少保留这么宽的板材,再加一个板厚作为余量。这条筋窄了,面板就会出现浅波浪;详见 平面度与鼓包(油罐效应)指南。正式定下排布之前,先压一块试片。

3.3 到折弯线的距离

要量到折弯圆角的外缘,而不是切点线——切点线更好标注,但它是错的。成型会把孔拉成椭圆,导致凹槽填充不均;零件一旦成型,压力机可能没法把砧座伸到法兰底下;而在成型前压得太近,回弹又会在压铆区反复作用。

要从压装工装反推,而不是从孔出发。整个压装足迹——头部或杆部的外径,加上其下方的砧座——都必须落在平面材料上。因此起始距离为:折弯外圆角 + 板厚 + 半个头部直径,再加上让工装不碰圆角的间隙。然后分两步校核。第一,压机的喉深——即滑块能从机架伸进去的深度——在成型后还能不能够到这个孔?够不到就改为成型前压铆,并在成型试片上验证。第二,这个孔是否落在成型应变起始区约一个板厚范围之内?如果是,无论你标多少尺寸,孔都会被拉成椭圆,答案只有一个:挪走它。关于该应变的力学原理,见 钣金折弯指南。

我们最常在通信机柜上见到这种情况:支撑柱的孔位按折弯切点标注,而不是按圆角外缘。每个零件在平板展开料上都压得完美无缺;成型之后孔全成了椭圆,喉深也够不到内侧的回折法兰。最后的解决办法是把整个孔组挪到圆角之外。

4. 按母材选择合适的压铆系列

板材决定了你能用哪个系列。材料取舍放在 钣金材料选型指南 里讲,这里只谈这个选择对压铆接头有什么影响。

4.1 低碳钢与碳素钢

通用系列就是围绕低碳钢设计的:它流动得干净,能填满凹槽,也抓得住。如果你的板材是低碳钢、孔径也对,那么本节就是全部要做的功课。

4.2 铝

铝很好压,但板材在载荷下屈服更多,所以在受力苛刻的接头上,受限的一方是板材而不是嵌件。解决之道是加大承载面积或选用更长夹持范围(grip range)的代号,不是加大压力。高强状态(temper)的铝材,在定案前务必对照已发布的硬度上限核一遍。

4.3 不锈钢——硬度陷阱

在一张画得很规范的图纸上,不锈钢板是压铆失效的头号原因。它到货时就比低碳钢硬,在切割和成型过程中还会进一步加工硬化,于是标准嵌件被压平,而不是去压平别人。应对办法是换用不锈钢专用系列,而它带着三项取舍:

我们采用的顺序是:先在来料的压铆区实测硬度,不要用材质证明书上的值。若低于通用系列的发布上限,就到此为止——直接用它。若超出,就转到不锈钢专用系列,并按顺序核上面三道关卡:腐蚀等级、磁导率、温度。任何一道关过不了,就说明压铆接头不是这块板的正确工艺,答案是焊接螺母或俘获式螺母,而不是换一颗更硬的嵌件。最终系列请与紧固件制造商按你的板材牌号和使用环境确认;板材侧的对比见 不锈钢与碳钢外壳选材指南。

4.4 涂层板与镀锌板

涂层板和镀锌板压起来没问题,但涂层会改变孔壁处的摩擦状态,并可能在压装点剥离脱落,几个月后表现为头部周围一圈锈迹。默认做法是:最终处理前压铆,螺纹做遮蔽保护。只有在涂装线无法接受带遮蔽的孔时,才在涂层之后压铆——湿喷线会留下可见压痕圈是常见情形——这时要在每个孔周围规定一圈遮蔽环带,使压头永远不压在涂膜上。

5. 安装:方向、工装与工序顺序

5.1 从哪一面压入,螺钉从哪一面拧入

压铆嵌件从冲头进入的那一面压入,因此较光洁的剪切带一侧是头部落座的面;具体约定请按你的料号确认。配合螺钉应当从与头部相反的一面拧入,这样拧紧时载荷作用在接头最强的方向上。从同一面拧入,螺钉会把嵌件往回拖出来。

我们打样过的一款储能外壳就是个典型例子——嵌件顶出力测试全过,却在正常装配扭矩下失效:压装方向压反了,螺钉又从同一面拧入,于是每一次拧紧都把载荷加在接头最弱的方向上。

5.2 要压,不要敲

冷流需要的是平行挤压——工装两面平行,砧座(位于板材下方、冲头对面的平面支撑)托住板材,力由压力机施加。自扣(压铆)紧固件需要专用压铆机,而不是台式的手扳压力机,因为力—位移曲线的形状与峰值力同样重要。锤子给的是冲击而不是流动:落座不匀、零件变形、螺纹损伤。安装力按规格表设定,并用同批次的试片验证。

5.3 冲孔与激光切割孔,对压铆并不等价

在这里两者不能互换。数控冲床给出的是干净的剪切边、冷作硬化的孔壁和一致的直径,见 数控转塔冲床冲裁指南。激光留下的是热影响边、锥度和偶发挂渣——即下缘重新凝固的熔渣,见 激光切割切口质量指南。对不锈钢和薄铝,压铆孔应按第二道工序去冲,不要将就激光边。

5.4 折弯前还是折弯后?涂层前还是涂层后?

把顺序写到图纸上,否则它就会被那一周压铆排产能排到什么时候所决定。表面处理侧的可选项见 表面处理指南。

6. 压铆失效模式:压入力不足与过压

几乎每一种失效都逃不出两类:要么没有足够的材料流进凹槽,要么让板材干了超出它能力的活。

现象 可能的机理 该改什么
嵌件跟转(扭出力不足) 凹槽内材料不足:孔偏大、倒角、压入力不足、板太薄、系列选错 核孔径、删掉倒角注、按料号设定压入力
嵌件被顶出或拉穿 载荷作用在薄弱方向:螺钉从头部侧拧入、孔偏大、板太薄 换压装面,螺钉从相反面拧入
边缘鼓凸或开裂 孔离自由边太近 加大中心到边缘距离,或挪走该特征
面板起波浪(鼓包) 变形区重叠;多个方向同时取最小间距 加大间距、错位排布、增加加强筋
孔边板材开裂 板材太硬、孔偏小、边距不足、离折弯太近 核硬度与孔径,加大避让
头部未压平贴合 压入力不足、砧座无支撑、有异物、工装两面不平行 按规格设定压力、支撑该区域、检查平行度
压后螺纹损伤 过压使杆部变形,或砧座选错 把压力降到发布值,更换砧座
嵌件被压溃或压平 板材比嵌件硬——不锈钢或加工硬化的板 改用已确认适用于该板材牌号的系列

6.1 压铆嵌件跟转

这是最常见的压铆失效,而且看起来像五金件本身有缺陷。它几乎总是材料供给问题:孔偏大、倒角吃掉了入口处的厚度、压力偏低,或者系列选错。

6.2 顶出与拉穿

成因高度集中在方向上:如果螺钉从嵌件压入的同一面拧入,接头就被加载在它从未被设计去承受的方向上。

6.3 边缘鼓凸与鼓包

边缘鼓凸和面板鼓包,是同一个失效在两个距离上的表现:你挤走的那部分板材,跑到了一个它有空间可去的地方。靠近边缘时,它把边界顶出去;紧挨着另一颗嵌件时,它把两者之间那条筋顶成浅波浪。两者都不响应压入力的调整——挪孔,或者给材料另找去处。

6.4 板材开裂

板材被要求流动却动不了:太硬、孔壁处太薄、离边缘或折弯太近,或者压过头了。硬度要按 HRB / HB 成对核。

7. 自扣紧固件 vs 焊接螺母 vs 拉铆螺母 vs 卡式螺母

在方案尚未锁定的场合,紧固件选型指南 会把整个决策过程走一遍。下表比较的是每种方案各自会让你承担什么。

自扣(压铆) 焊接螺母 拉铆螺母(盲端) 卡式螺母
可拆性 永久性 永久性 永久性 现场可更换
可达性 两面,受压机喉深限制 一面加焊接操作空间 仅单面 正面;卡入方孔
热与变形 无;冷成型 有变形,焊后需清理 无 无
工装与成本 压铆机;节拍快 焊接设备与夹具 手动拉铆枪;单件最慢 工装投入最低;单件成本较高
材料限制 板材须软于嵌件,且高于最小板厚 由可焊性决定 夹持范围决定板厚 卡笼决定板厚范围
涂镀顺序 灵活;涂层后压铆会损伤涂膜 必须在最终处理之前 通常在涂层前 均可;不损伤涂层
强度 扭出力与顶出力良好,受板材限制 最高;载荷路径是焊缝 抗拉良好;扭矩取决于夹持 受板材限制
最适用 薄板、外观干净、需频繁检修 结构件与安全关键接头 封闭截面、背面不可达 19 英寸机架、DIN 导轨子机架

7.1 各自的胜出场合

结构件与安全关键接头交给焊接螺母,因为载荷路径是焊缝而不是互锁,见 钣金焊接指南。背面永远够不到的封闭截面交给盲端拉铆螺母,需要现场更换的交给卡式螺母。薄板加频繁检修,才是压铆真正值回票价的地方。

7.2 工序顺序上的连带影响

焊接螺母必须在最终表面处理之前装,因为焊接会留下氧化皮和飞溅需要清理。压铆是冷工艺,灵活得多——唯一的例外是涂层后压铆会损伤涂膜。

8. 电偶腐蚀与表面处理兼容性

它和普通紧固件腐蚀的区别在于永久性。一颗螺钉可以拆下来清理接触面;压铆件却有一圈被压紧的接触面,在产品整个寿命期内一直贴在板材上,而这个面事后无法重新涂覆。

组合 风险方向 环境严酷度 该怎么做
碳钢嵌件 + 铝板 铝为阳极,被消耗 户外、沿海空气、道路融雪盐环境下升高 同材质匹配,或隔离并密封
不锈钢嵌件 + 铝板 大阴极对小阳极;铝在孔壁处腐蚀 氯化物环境与干湿交替下最严重 选电位相近的配对、做隔离、保持接头干燥
不锈钢嵌件 + 碳钢板 孔周围的钢材被腐蚀 室内可控;户外或冲洗工况下严酷 涂层兼容,接头密封
同种或电位相近材料 驱动电压很小 各种环境下都低 在载荷允许时应作为首选默认

读这张表的方法是:先找到你的嵌件材料和板材材料这一对,再横向读到产品实际发往的环境——同样一对材料在室内可以接受,放到沿海现场就可能是严酷的。机理与抑制方法见 电偶腐蚀指南。当这个接头同时还要承担搭接通路时,材料选择会与电气要求发生耦合;这一耦合关系在 外壳接地与等电位连接设计指南 中展开讨论。

9. 压铆件检验:顶出力与扭出力

9.1 这两个数字分别是什么意思

扭出力是抗扭转载荷的能力——即压铆螺母开始跟转时的扭矩。顶出力是抗轴向载荷的能力——即把它反向顶出所需的力。扭出力和顶出力测的是两种不同的载荷工况,你应当只规定接头实际承受的那一种。两者都与你把螺钉拧得多紧毫无关系。

9.2 来料与首件怎么验

用同一批板材、同一状态、在量产工装上压首件试片。先看外观——头部平齐、无边缘鼓凸、无裂纹——再抽样做扭矩测试对照发布值;在接头承载的情况下,以及每当批次、硬度或工装发生变化时,加做破坏性顶出力试验。更完整的首件与 PPAP 流程见 FAI 与 PPAP 指南。

9.3 验收条款该怎么写

不要把你没有验证过的数字硬写进条款。写成:满足紧固件制造商就指定料号发布的典型值,并在本批板材上使用量产工装验证。 这样写能扛住供应商或工装变更;一个固定的数字扛不住。

10. 可直接粘贴到图纸的规范文本

绝大多数图纸缺少一段压铆规范条文,而这是最便宜的一项补充。

SELF-CLINCHING FASTENER SPECIFICATION
1. FASTENER: Self-clinching ___ (nut/stud/standoff/flush/blind)
   Manufacturer: ___   Part number: ___
2. THREAD: ___ x ___ (metric/unified); class per spec sheet.
3. INSTALLATION FACE: Press in from ___ face (punch side).
   Mating screw enters from the opposite face unless noted.
4. MOUNTING HOLE: Dia. ___ +/- ___ mm per manufacturer spec sheet.
   *** DO NOT CHAMFER. DO NOT HEAVILY DEBURR. Light burr removal only;
   do not reduce parent material thickness at the hole wall. ***
5. LOCATION: ___ places at ___ (view ___).
   Centre to edge: ___ mm min.  Centre to centre: ___ mm min.
   Centre to outside of bend radius: ___ mm min.  Verify per spec sheet.
6. SHEET: Material ___, thickness ___ mm (min. ___ mm per spec sheet).
   Hardness at press zone: max. HRB ___ / HB ___. Verify and report.
7. SEQUENCE: Press ___ (before/after) forming, ___ (before/after) finish.
   Threads masked/plugged through coating if pressed before finishing.
8. ACCEPTANCE: Torque-out/push-out to meet typical values published by the
   fastener manufacturer for this part number, verified on production tooling
   with this lot's sheet. Head flush; no bulge or cracks; threads gaugeable.

上一段是完整版,适用于图面空间充足的情况。如果图纸上只放得下一行,用下面这段:

SELF-CLINCHING INSERT: MFR ___, P/N ___. HOLE DIA. PER MFR SPEC SHEET.
DO NOT CHAMFER. PRESS FROM ___ FACE. SHEET: ___ mm MIN, HRB ___ / HB ___ MAX.

每一个空格,都是询价单到了之后才被追问的一个问题。把料号、孔径、压装面和工序顺序填全的图纸,可以直接报价。规范文本一旦上图,就要像其他任何标注一样纳入变更控制,见 图纸版本与 ECN 变更指南。

把这段文字连同模型一起发给我们,我们会在你下发图纸之前,按这些料号核对孔径、布置和工序顺序。

常见问题

为什么压铆安装孔不能倒角,也不能重度去毛刺?

因为孔壁正是要冷流进嵌件凹槽的那部分材料。倒角恰好削掉了最需要厚度的地方,并且放大了安装面上的孔口,抗跟转能力随之下降。轻度去除毛刺没有问题;切进孔壁不行,任何削减孔壁母材厚度的做法都不允许。

自扣(压铆)紧固件可以在喷粉之后安装吗?

可以,但有代价。压装会损伤头部周围以及背面一侧的涂膜,影响耐腐蚀性能和电气连续性。更干净的做法是在涂层之前压铆,并对螺纹做遮蔽保护;如果只能在涂层后压铆,应在每个孔周围规定一圈遮蔽环带,使压头不压在涂膜上。

压铆孔离折弯线可以有多近?

要从孔中心量到折弯圆角的外缘,而不是量到切点线,并且要从压装工装反推:头部或杆部加上其下方的砧座,必须整片落在平面材料上,因此起始距离取折弯外圆角加板厚再加半个头部直径,另加工装不碰圆角的间隙。然后还要校核两件事:压机的喉深在成型后是否仍能够到该孔;该孔是否落在成型应变起始区约一个板厚范围之内。若确实无法同时满足,就改为成型前压铆,并在成型试片上验证。

不锈钢压铆螺母可以压进不锈钢板吗?

用标准系列不行。不锈钢板本身就硬,切割和成型过程中还会进一步加工硬化,结果是板材把嵌件压平,而不是板材流进嵌件的凹槽。需要改用不锈钢专用系列,而它带着三项取舍:耐腐蚀行为、磁导率和高温性能都可能与预期不同。定案前应先用该板材牌号和实际服役环境向紧固件制造商确认系列。

配合螺钉应该从嵌件压入的同一面拧入吗?

通常不应该。螺钉应从与头部相反的一面拧入,这样拧紧时载荷作用在接头最强的方向上。从同一面拧入会把嵌件往回拖出板材——这是一个方向性错误,不是五金件缺陷。压装面和螺钉进入面要在图纸上一并写明。

来料压铆件该怎么验,顶出力还是扭出力?

验与你的载荷工况相对应的那一个。扭出力是抗扭转载荷的能力,对需要反复拆装的接头更关键;顶出力是抗轴向载荷的能力,对承载安装点更关键。两者都不是螺钉的拧紧扭矩。规范做法是:用同一批板材、同一状态、在量产工装上压首件试片,先看外观,再抽样做扭矩测试对照发布值,必要时加做破坏性顶出力试验;批次、硬度或工装变更时重新验证。

结语

本文中的每一个数字都出自同一个地方:你所指定料号对应的制造商规格表。把孔径、板厚和硬度从那张表上取下来,把压装面和工序顺序写进图纸,第 6 节里的那些失效模式就不再是一个生产问题。仍然会发生的,是那些没人写下来的部分。

把你的模型和图纸发给我们,做一次免费 CAD 设计与 DFM 评审。我们会按你指定的料号核孔径、布置和硬度,并告诉你规范文本里还有哪些栏位仍然空着。

A pressed insert that spins in a finished panel?压铆件在成品面板上跟着转?

Send us the model with the hardware marked. We will check the hole, the sheet thickness and hardness, the edge and bend distance, and the press and coating sequence before you release the print.把标好五金件的模型发给我们。在您发图之前,我们会核对孔径、板厚与硬度、到边与到折弯线的距离,以及压铆与涂装的工序顺序。