CN201915284U - 1x19I indented prestressed steel strand - Google Patents

1x19I indented prestressed steel strand Download PDF

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Publication number
CN201915284U
CN201915284U CN201120010913.3U CN201120010913U CN201915284U CN 201915284 U CN201915284 U CN 201915284U CN 201120010913 U CN201120010913 U CN 201120010913U CN 201915284 U CN201915284 U CN 201915284U
Authority
CN
China
Prior art keywords
wires
steel
indented
wire
steel strand
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201120010913.3U
Other languages
Chinese (zh)
Inventor
谢铁桥
郝瑞祥
冯志刚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tianjin Silvery Dragon Prestressed Materials Co Ltd
Original Assignee
SILVERY DRAGON PC STEEL PRODUCTS GROUP CO Ltd TIANJIN
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SILVERY DRAGON PC STEEL PRODUCTS GROUP CO Ltd TIANJIN filed Critical SILVERY DRAGON PC STEEL PRODUCTS GROUP CO Ltd TIANJIN
Priority to CN201120010913.3U priority Critical patent/CN201915284U/en
Application granted granted Critical
Publication of CN201915284U publication Critical patent/CN201915284U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B5/00Making ropes or cables from special materials or of particular form
    • D07B5/005Making ropes or cables from special materials or of particular form characterised by their outer shape or surface properties
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B1/00Constructional features of ropes or cables
    • D07B1/06Ropes or cables built-up from metal wires, e.g. of section wires around a hemp core
    • D07B1/0693Ropes or cables built-up from metal wires, e.g. of section wires around a hemp core having a strand configuration
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2001Wires or filaments
    • D07B2201/2002Wires or filaments characterised by their cross-sectional shape
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2001Wires or filaments
    • D07B2201/2007Wires or filaments characterised by their longitudinal shape
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2015Strands
    • D07B2201/2036Strands characterised by the use of different wires or filaments
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2015Strands
    • D07B2201/2038Strands characterised by the number of wires or filaments
    • D07B2201/204Strands characterised by the number of wires or filaments nine or more wires or filaments respectively forming multiple layers
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2501/00Application field
    • D07B2501/20Application field related to ropes or cables
    • D07B2501/2015Construction industries
    • D07B2501/2023Concrete enforcements

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  • Ropes Or Cables (AREA)

Abstract

The utility model provides a 1x19I indented prestressed steel strand. The prestressed steel strand is formed by nineteen steel wires through twisting, and is characterized in that a core wire is a polished round steel wire; intermediate wires are three polished round steel wires and three indented steel wires which are alternately arranged; edge wires are four polished round steel wires and eight indented steel wires which are alternately arranged, wherein one polished round steel wire is sandwiched between every two indented steel wires; and each indented steel wire is formed in a manner that three sides of a polished round steel wire are rolled in the radial direction, and indents on the three sides are round and are uniformly distributed on the circumference at regular intervals. The bond stress between the steel strand and concrete is increased, the problem of the sliding and retraction of the core wire and the intermediate wires is solved, and good mechanical properties of the steel strand are maintained; and the steel strand meets the Standards for Steel Strands for Prestressed Concrete (GB/T5224-2003), and improves the quality of prestressed concrete members.

Description

1 * 19I prestress wire of band indentation
Technical field
The utility model relates to a kind of building trade prestressing steel technical field, particularly relates to employed indented steel stranded wire in a kind of prestressed concrete member.
Background technology
Prestressed concrete member in the building trade in order to increase mechanical properties such as member resistance to compression, antidetonation, mostly uses compressor wire or steel strand wires to make arrangement of reinforcement.
Steel strand wires in standard GB/T5224-2003 " steel strand wires for prestressed concrete " at present comprise 1 * 2,1 * 3,1 * 7 etc., all are the standard steel section twisted wires that are twisted into by plain steel wire.This structural steel shape twisted wire, exist deficiency, because the plain steel wire surface is smooth, only depend on the back pressure stress of the frictional force generation of the non-effective contact between the plain steel wire to concrete component, very easily produce core silk limit portion slippage retraction, cause the minimizing of core silk stress or lose stress fully, restricted the quality and the life-span of prestressed concrete member, and reduced steel strand wires and concrete bond stress.
According to 1 * 19 steel strand wires of customer demand exploitation, the not enough problem of core silk and intermediate filament slippage problem and bond stress is particularly serious.
In order to address the above problem, need a kind of novel steel strand wires of design, solve the not enough problem of core silk slippage retraction problems and bond stress, improve the mechanical property of steel strand wires.
Summary of the invention
The purpose of this utility model is to provide a kind of 1 * 19 prestress wire in order to overcome deficiency of the prior art, strengthens and grip of concrete, and the intensity height solves core silk and intermediate filament slippage retraction problems, and mechanical property is good, applied range.
The technical scheme that the utility model adopted is: a kind of 1 * 19I prestress wire with indentation is provided, form by 19 steel wire twistings, it is characterized in that: the core silk be plain steel wire, intermediate filament be 3 plain steel wires and 3 indented wires alternately, the limit silk be 4 plain steel wires and 8 indented wires alternately, per 2 indented wires are 1 plain steel wire at interval, described indented wire be by plain steel wire radially three rollings form, three indentations evenly distribute at circumference, rule at interval, indentation be a circle.
Preferably, the width of nick of described indented wire is 0.12 ± 0.05mm, and indentation length is 5.0 ± 0.05mm, and pitch of nick is 16 ± 0.05mm.
The beneficial effects of the utility model are: increased steel strand wires and concrete bond stress, core silk and intermediate filament slippage retraction problems have been solved, kept steel strand wires good mechanical performance, meet GB/T5224-2003 " steel strand wires for prestressed concrete " standard, improved the prestressed concrete member quality.
Description of drawings
Fig. 1 is the utility model structural representation.
Fig. 2 is the utility model indented wire contour structures schematic diagram.
Wherein: 1, plain steel wire 2, indented wire
3, indentation
The specific embodiment
In order to further specify summary of the invention of the present utility model and characteristics, specify as follows in conjunction with the embodiments:
As shown in Figure 1, the utility model is formed by 19 steel wire twistings, it is characterized in that: the core silk be plain steel wire 1, intermediate filament be 3 plain steel wires 1 and 3 indented wires 2 alternately, the limit silk be 4 plain steel wires 1 and 8 indented wires 2 alternately, per 2 indented wires 2 are 1 plain steel wire 1 at interval, described indented wire 2 be by plain steel wire 1 radially three rollings form, three indentations evenly distribute at circumference, rule at interval, indentation be a circle.
Wherein, indentation 3 degree of depth of described indented wire 2 are 0.12 ± 0.05mm, and indentation 3 length are 5.0 ± 0.05mm, and indentation 3 pitches are 16 ± 0.05mm.
The above only is preferred embodiment of the present utility model, is not scope of the present utility model is limited, and various distortion and improvement that those of ordinary skills make the technical solution of the utility model all should fall in the utility model protection domain.

Claims (2)

1. 1 * 19I prestress wire with indentation, form by 19 steel wire twistings, it is characterized in that: the core silk be plain steel wire, intermediate filament be 3 plain steel wires and 3 indented wires alternately, the limit silk be 4 plain steel wires and 8 indented wires alternately, per 2 indented wires are 1 plain steel wire at interval, described indented wire be by plain steel wire radially three rollings form, three indentations evenly distribute at circumference, rule at interval, indentation be a circle.
2. a kind of 1 * 19I prestress wire as claimed in claim 1 with indentation, it is characterized in that: the width of nick of described indented wire is 0.12 ± 0.05mm, and indentation length is 5.0 ± 0.05mm, and pitch of nick is 16 ± 0.05mm.
CN201120010913.3U 2011-01-14 2011-01-14 1x19I indented prestressed steel strand Expired - Fee Related CN201915284U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201120010913.3U CN201915284U (en) 2011-01-14 2011-01-14 1x19I indented prestressed steel strand

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201120010913.3U CN201915284U (en) 2011-01-14 2011-01-14 1x19I indented prestressed steel strand

Publications (1)

Publication Number Publication Date
CN201915284U true CN201915284U (en) 2011-08-03

Family

ID=44415090

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201120010913.3U Expired - Fee Related CN201915284U (en) 2011-01-14 2011-01-14 1x19I indented prestressed steel strand

Country Status (1)

Country Link
CN (1) CN201915284U (en)

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: TIANJIN SILVERY DRAGON PRESTRESSED MATERIALS CO.,

Free format text: FORMER NAME: SILVERY DRAGON PC STEEL PRODUCTS GROUP CO., LTD.

CP01 Change in the name or title of a patent holder

Address after: 300400 Tianjin City, Beichen economic and Technological Development Zone Industrial Park Road No. 62 dual Shuangjiang

Patentee after: Tianjin Silvery Dragon Prestressed Materials Co., Ltd.

Address before: 300400 Tianjin City, Beichen economic and Technological Development Zone Industrial Park Road No. 62 dual Shuangjiang

Patentee before: Silvery Dragon PC Steel Products Group Co., Ltd. Tianjin

C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110803

Termination date: 20140114