2024年3月30日发(作者：)

Designation: F 1554 – 07a

Standard Specification for

Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

1

following the designation indicates the year of original adoption or, in the case of revision,

This standard is issued under the fixed designation F 1554; the number immediately

the year of last revision. A number in parentheses indicates the year of last reapproval. A

superscript epsilon (e) indicates an editorial change since the last revision or reapproval.

1. Scope

boron, alloy, or high-strength low-alloy steel anchor bolts (also known as anchor rods).

1.1 This specification covers straight and bent, headed and headless, carbon, carbon

The Anchor bolts are furnished in three strength grades, two thread classes, and in the

sizes specified in Section 4.

foundations.

1.2 The anchor bolts are intended for anchoring structural supports to concrete

highway signs, street

Such structural supports include building columns, column supports for

similar applications.

lighting and traffic signals, steel bearing plates, and

permanent manufacturers and grade identification, and impact properties for Grades 55

1.3 Supplementary requirements are included to provide for Grade 55 weldable steel，

and 105.

corrosion protection.

1.4 Zinc coating requirements are included in Section 7 for Applications requiring

each grade.

1.5 The recommended grade and style of nut and washer are included in 6.6 and 6.7 for

anchors, powder-activated nails or studs, or anchor bolts fabricated from deformed bar.

1.6 This specification does not cover the requirements for mechanical expansion

values

1.7 The values stated in inch-pound units are to be regarded as

given in parentheses are for information only.

the standard. The

2.

2.1

Referenced Documents

ASTM Standards:

High-Pressure and High-Temperature Service

A 194/A194M Specification for Carbon and Alloy Steel Nuts for Bolts for

3

A 370 Test Methods and Definitions for Mechanical Testing of Steel Products

4

A 563 Specification for Carbon and Alloy Steel Nuts

5

A 673/A673M Specification for Sampling Procedure for Impact Testing of Structural

Steel

6

Steel Products4

A 751

Test Methods, Practices, and Terminology for Chemical Analysis of

D 3951 Practice for Commercial Packaging

B 695 Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel

7

8

F 436 Specification for Hardened Steel Washers5

F 606 Test Methods for Determining the Mechanical Properties of Externally and

Internally Threaded Fasteners, Washers, and Rivets5

F 2329 Specification for Zinc Coat. Hot-dip. Requirements for Application to Carbon

and Alloy steel Bolts Screws. Washer. Nut, and Alloy Steel Bolts, Screws, Washer,

Nuts, and Special Threaded Fastener.

设计规范：F 1554 – 99

本规范适用屈服强度为

的锚栓

36，55和105ksi（248,380和725MPa）

括号中的数据标明最近认可的年份。上角标表示最近的修改认可。

本规范根据设计规范F 1554发布：规范里面数据是设计规范最初数据或者最近修改数据。

1. 适用范围

1.1

金锚栓（即锚杆）。提供的锚栓根据

本规范适用直的和弯的，带头和不带头，碳钢或者碳磞钢，合金钢，或者高强度低合

类。

3个强度等级，两个螺纹等级，和尺寸在第4章进行分

1.2

指示牌，信号灯，路灯的支撑柱，垫板或者类似的构件。

这种锚栓或者锚杆指的是锚固支撑在混泥土上的构件，比如建筑物的柱子，高速公路

1.3

共同附加要求包括：永久性的强度标签，制造商标签和抗冲击试验的要求

对于55级（380MPa）可焊接钢材有其他附加要求，55级（380Mpa）和105

.

级（725MPa）

1.4 对于使用要求防腐的有镀锌要求见第7章

1.5 在6.6和6.7章节分别对螺母和垫圈强度和样式做出了推荐性的建议。

1.6

杆。

本规范没有包括：机械膨胀锚栓，由钢棒轧制而成的铆钉，碳粉激活双头锚栓或者锚

1.7 所有数值均以英制数值为标准，括号里标注的数值仅供参考

2. 参考文献

2.1 ASTM

A 194/A194M

标准

Specification for Carbon and Alloy

Nuts for Bolts for High-Pressure and High-Temperature

Service3

Steel

A 370

A 563

Test Methods and Definitions for Mechanical Testing of Steel Products4

A 673/A673M

Specification for Carbon and Alloy Steel Nuts5

Structural Steel6

Specification for Sampling Procedure

for Impact Testing of

Steel Products4

A 751 Test Methods, Practices, and Terminology for Chemical Analysis of

Steel7

B 695 Specification for Coatings of Zinc Mechanically Deposited on Iron and

D 3951 Practice for Commercial Packaging8

F 436 Specification for Hardened Steel Washers5

F 606 Test Methods for Determining the Mechanical Properties of Externally and

Internally Threaded Fasteners, Washers, and Rivets5

F 2329 Specification for Zinc Coat. Hot-dip. Requirements for Application to Carbon

and Alloy steel Bolts Screws. Washer. Nut, and Alloy Steel Bolts, Screws, Washer,

Nuts, and Special Threaded Fastener.

2.2 Research Council on Structural Connections Standard

9

Specification

2.3 ANSI/ASME Standards:

for Structural

10

Joints Using ASTM A325

:

or A490 Bolts

B 1.1 Unified Screw Threads

B 1.3 Screw Thread Gaging Systems for Dimensional Acceptability

B 18.2.2 Square and Hex Nuts

B 18.18.2M Inspection and Quality Assurance for High Volume Machine Assembly Fasteners

3.

3.1

Terminology

3.1.1

Definitions of Terms Specific to This Standard:

concrete, while the opposite end is threaded and projects from the concrete, for anchoring

anchor bolt—a steel rod or bar, one end of which is intended

to be cast in

other material to the concrete. The end cast in concrete may be either straight or provided

with an anchor such as a bent hook, forged head, or a tapped or welded attachment to resist

forces imposed on the anchor bolt, as required.

bending, and threading operations.

3.1.2 manufacturer—the manufacturer of the anchor bolt; the party that performs the cutting,

3.1.3

3.1.4

3.1.5

producer—the manufacturer of the steel rods or bars.

3.1.6

purchaser

this may be the manufacturer.

responsible party

—the purchaser of the finished anchor bolt, or his designated agent.

supplier—the agent who furnishes the finished anchor bolt and nuts to the purchaser;

—see Section 18; this may be the manufacturer or supplier.

4.

4.1

Classification

classes denoting thread class as follows:

The anchor bolts are furnished in three grades denoting minimum yield strength and two

Grade Tensil strenth,ksi(Mpa)

Description Yield

Strength,min,ksi(Mpa)

Size Range,in.(mm)

36(A) 58-80(400-558) 36(248) 1/4~4(6.4~102)

55 75~95(517~655) 55(380) 1/4~4(6.4~102)

105 125~150(862~1034) 105(724) 1/4~3(6.4~76)

Class

1A anchor bolt with class 1A threads

2A anchor bolt with class 2A threads

A: when grade 36 is specified, a weldable Grade 55 may be furnished at the supplier,

option.

5.

5.1

Ordering Information

5.1.1

Orders for anchor bolts should include the following information:

destructive tests on finished anchor bolts, the manufacturer should be advised so that an

Quantity (Number of Pieces)—If the purchaser intends to perform

adequate number are produced,

available from stock.

especially for the sizes and types not readily

5.1.2 Name of product (steel anchor bolt).

5.1.3 ASTM designation and year of issue.

5.1.4 Grade and class, that is, Grade

Class 1A or 2A. Weldable Grade 55 may be furnished when Grade 36 is ordered. (See 4.1.)

36, 55, or 105 and

5.1.5 Copper, if copper bearing steel is required.

5.1.6 Size and Dimensions

diameter), bolt length, thread length, and length of hook if a hook is required, or provide a

—include the diameter and threads (based on nominal thread

drawing showing the required information.

5.1.7 Zinc coatings in accordance with 7.1.

required, specify the zinc coating

mechanically deposited, or no preference. (See 7.1.) Also, specify the length to be coated as

process

When

to be

zinc coatings in accordance with 7.1 are

used, that is, hot dip,

measured from the exposed end.

2.2

节点规范使用：

节点规范

2.3 ANSI/ASME

ASTM A325 或者 A490 Bolts。

B 1.1

B 1.3

同一的螺纹标准

标准：

B 18.2.2

螺纹尺寸测量系统

B 18.18.2M

方螺母和六角螺母

3.

高容量机械组装紧固件的检测和质量保证。

3.1

术语说明

本标准条款的解释

面上。埋入混泥土的部分可能是直的也可能带有锚固附件比如：弯钩，加大头，锻件或者焊上附

3.1.1锚栓：一种钢棒，一端预埋在混泥土中钢棍，另一头带螺纹以便固定其他结构物到混泥土

属构件，这种接头可以抵抗施加在锚栓上的外力。

3.1.2

制造商：锚栓的制造商；对锚栓进行切割，弯曲和螺纹加工的单位

3.1.3

3.1.4

生产商：提供钢棒或者钢杆的单位。

3.1.5

采购方：购买锚栓或者锚栓设计的机构

3.1.6

责任方：见第

供应商：向采购方提供锚栓成品的商家，或许是制造商。

18章节；制造商或者是供应商。

4

4.1

等级划分

锚栓根据最小屈服强度划分为三个强度等级，根据螺纹划分两个螺纹等级：

等级 抗拉强度,ksi(Mpa) 最小屈服强度ksi(Mpa) 直径,in.(mm)

36(A) 58-80(400-558) 36(248) 1/4~4(6.4~102)

55 75~95(517~655) 55(380) 1/4~4(6.4~102)

105 125~150(862~1034) 105(724) 1/4~3(6.4~76)

螺纹等级

1A 具有1A等级的锚栓

2A 具有2A等级的锚栓

A:如果36等级的钢材标有该符号，建议供应商使用可焊55的级的钢材替代。

5.

锚栓的订单必须包括以下信息：

订单信息

5.1.1

使其生产额外出额外的构件，特别是对于尺寸或者样式不容易从市场上获得的构件。

数量（构件的数量），如果采购方打算在成品上进行破坏性试验，必须事先通知制造商，

5.1.2

5.1.3ASTM

产品的名称（钢锚栓）

5.1.4

级的，最好事先准备可焊的

标明强度等级和螺纹等级即：

标准及其发布年份

5.1.5

55级锚栓（见

36级，55

4.1

或者

条）

105

级和1A或者2A的螺纹等级。如果订单是36

5.1.6

注明铜含量，如果钢有含铜量的要求

弯钩的话，弯钩的长度，或者提供一张图纸标明尺寸。

注明尺寸——包括直径和螺纹线长度（根据名义直径），锚栓长度，螺纹长度，和如果有

5.1.7

械镀锌，或者没有要求（见

镀锌要求根据7.1条。当根据7.1要求进行镀锌时，要求进行特定的镀锌工艺即热浸锌，机

7.1节）。标明要镀锌的长度即从外露头测量的距离。