CN108466863A - A kind of solution bundle line-putting method of prestress wire - Google Patents
A kind of solution bundle line-putting method of prestress wire Download PDFInfo
- Publication number
- CN108466863A CN108466863A CN201810316383.1A CN201810316383A CN108466863A CN 108466863 A CN108466863 A CN 108466863A CN 201810316383 A CN201810316383 A CN 201810316383A CN 108466863 A CN108466863 A CN 108466863A
- Authority
- CN
- China
- Prior art keywords
- steel
- strand wires
- wire
- groove section
- pedestals
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- 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.)
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65H—HANDLING THIN OR FILAMENTARY MATERIAL, e.g. SHEETS, WEBS, CABLES
- B65H49/00—Unwinding or paying-out filamentary material; Supporting, storing or transporting packages from which filamentary material is to be withdrawn or paid-out
- B65H49/02—Methods or apparatus in which packages do not rotate
- B65H49/04—Package-supporting devices
- B65H49/06—Package-supporting devices for a single operative package
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65H—HANDLING THIN OR FILAMENTARY MATERIAL, e.g. SHEETS, WEBS, CABLES
- B65H2701/00—Handled material; Storage means
- B65H2701/30—Handled filamentary material
- B65H2701/36—Wires
- B65H2701/362—Tying wires, e.g. for tying concrete reinforcement rods
Landscapes
- Reinforcement Elements For Buildings (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The invention discloses a kind of solutions of prestress wire to tie line-putting method, which is characterized in that includes the following steps：（a）It obtains a kind of solution bundle actinobacillus device of prestress wire and it is installed；（b）Before unwrapping wire, two groove section steel pedestals are fixedly mounted in spacing side by side first, when installation, first measure the outer diameter of entire bundle steel strand wires, the spacing between two groove section steel pedestals is reserved according to the outer diameter of entire bundle steel strand wires, two groove section steel pedestals are fixed using lower margin fixing bolt；Then, entire bundle steel strand wires are placed on two groove section steel pedestals；And then, square steel column, square steel horizontal stripe are installed and on two groove section steel pedestals to wire drawing bar, and lock to wire drawing bar, installation unwrapping wire is oriented to steel reinforcement cage；Finally, it removes entire bundle steel strand wires binding strap, justify tap from the Inner of entire bundle steel strand wires, carry out unwrapping wire is pierced by through being oriented to steel reinforcement cage.The solution of the prestress wire of the present invention ties line-putting method, is easy to the design and construction of pile foundation pore-forming.
Description
Technical field
The present invention relates to a kind of solutions of prestress wire to tie line-putting method.
Background technology
The solution of traditional steel strand wires ties line laying work, and typically tying up folder entire bundle steel strand wires using scaffolding steel pipe carries out unwrapping wire
Operation, not there is only frame pipe usage amount is big, cumbersome for installation and work efficiency is low, and the steel strand wires stochastic relaxation during unwrapping wire is not easily-controllable
The shortcomings such as steel strand wires pop-up casualty accident easily occur for system；And the steel strand wires of pop-up often occur beating strand, waste steel strand wires amount
Smooth operation that is bigger, being unfavorable for steel strand wires solution bundle unwrapping wire；Secondly, folder entire bundle steel strand wires are tied up using scaffolding steel pipe to be put
Line operation, operation form lack of standardization, it is difficult to meet the job requirements of site safety, civilized construction；This is mainly prestress steel twist
The solution bundle unwrapping wire of line needs to improve using method and construction technology.
Invention content
In view of the above shortcomings of the prior art, the technical problem to be solved by the present invention is to：How a kind of prestressing force is provided
The solution of steel strand wires ties line-putting method, is easy to the design and construction of pile foundation pore-forming.
In order to solve the above-mentioned technical problem, present invention employs the following technical solutions：
A kind of solution bundle line-putting method of prestress wire, which is characterized in that include the following steps：
（a）A kind of solution bundle actinobacillus device of prestress wire is obtained, the solution bundle actinobacillus device of the prestress wire includes recessed
Groove profile steel base seat 3, square steel horizontal stripe 5, is oriented to steel reinforcement cage 7 at square steel column 4 to wire drawing bar 6 and unwrapping wire；Processing prepares solution bundle unwrapping wire dress
It sets groove section steel pedestal 3, square steel column 4, square steel horizontal stripe 5, steel reinforcement cage 7 be oriented to wire drawing bar 6 and unwrapping wire；
（b）Before unwrapping wire, two groove section steel pedestals 3 are fixedly mounted in spacing side by side first, when installation, first measure entire bundle steel strand wires 2
Outer diameter, the spacing between two groove section steel pedestals 3 is reserved according to the outer diameter of entire bundle steel strand wires 2, it is solid using lower margin
Determine bolt 8 two groove section steel pedestals 3 are fixed on the position of Active workings selected element；Then, entire bundle steel strand wires 2 are placed
On two groove section steel pedestals 3；And then, square steel column 4, square steel horizontal stripe 5 and right are installed on two groove section steel pedestals 3
Wire drawing bar 6, and lock to wire drawing bar 6, installation unwrapping wire is oriented to steel reinforcement cage 7；Finally, 2 binding strap of removal entire bundle steel strand wires, from entire bundle
The Inner of steel strand wires 2 justifies tap, and being oriented to steel reinforcement cage 7 through unwrapping wire is pierced by carry out unwrapping wire；
（c）During unwrapping wire, with entire bundle steel strand wires 2 reduction and when relaxing, then can symmetrically tighten to wire drawing bar 6, into
Row is longitudinal to compress entire bundle steel strand wires 2；Until entire bundle steel strand wires 2 all discharge.
Compared with the existing technology, a kind of the advantages of solution bundle line-putting method of prestress wire of the invention, is:
1, can be in the case where not moving groove section steel pedestal 3 using the fixed dedicated steel strand wires unwrapping wire form of invention, it can
It repeats installation and installation and unwrapping wire repeatedly is carried out to batches of entire bundle steel strand wires, it is ensured that the steel strand wires solution under general condition ties unwrapping wire
The quick formation of process, the efficiency that operation plays is higher, work efficiency higher.The entire bundle steel strand wires solution ties unwrapping wire, refers to applying
Blanking of the work scene for steel strand wires, one of the process of compiling beam and construction operation of reeving.
2, operation forms specification, can meet the job requirements of site safety, civilized construction；
3, after easily reaching the steel strand wires solution bundle blanking under general condition, the finished product protection code requirement that need to reach and required
Construction technology mass effect.
4, the solution bundle actinobacillus device of prestress wire is simple and compact for structure, is easily installed and dismantles, and takes up an area after dismantling
Area and space are small, are easy to storage and transportation.
Description of the drawings
Fig. 1 is that a kind of structure for solving the solution bundle actinobacillus device used in bundle line-putting method of prestress wire of the present invention is shown
It is intended to；
Fig. 2 is the schematic diagram of entire bundle steel strand wires in Fig. 1；
Fig. 3 is the schematic diagram of Fig. 1 concave U-steel pedestals；
Fig. 4 is the schematic diagram of square steel column in Fig. 1；
Fig. 5 is the schematic diagram of square steel horizontal stripe in Fig. 1；
Fig. 6 is the schematic diagram to wire drawing bar in Fig. 1；
Fig. 7 is the schematic diagram that unwrapping wire is oriented to steel reinforcement cage in Fig. 1.
In figure label for：1-solution bundle actinobacillus device, 2-entire bundle steel strand wires, 3-groove section steel pedestals, 4-square steel columns,
5-square steel horizontal stripes, 6-are oriented to steel reinforcement cage, 8-lower margin fixing bolts to wire drawing bar, 7-unwrapping wire.
Specific implementation mode
The present invention is described in further detail below in conjunction with the accompanying drawings.
A kind of solution bundle line-putting method of prestress wire, which is characterized in that include the following steps：
（a）Obtain a kind of solution bundle actinobacillus device of prestress wire（As shown in Figure 1）, the solution bundle unwrapping wire of the prestress wire
Device includes groove section steel pedestal 3, square steel column 4, square steel horizontal stripe 5, is oriented to steel reinforcement cage 7 to wire drawing bar 6 and unwrapping wire；It is prepared by processing
Solution bundle actinobacillus device groove section steel pedestal 3, square steel horizontal stripe 5, is oriented to steel reinforcement cage 7 at square steel column 4 to wire drawing bar 6 and unwrapping wire；
（b）Before unwrapping wire, two groove section steel pedestals 3 are fixedly mounted in spacing side by side first, when installation, first measure entire bundle steel strand wires 2
Outer diameter, the spacing between two groove section steel pedestals 3 is reserved according to the outer diameter of entire bundle steel strand wires 2, it is solid using lower margin
Determine bolt 8 two groove section steel pedestals 3 are fixed on the position of Active workings selected element；Then, entire bundle steel strand wires 2 are placed
On two groove section steel pedestals 3；And then, square steel column 4, square steel horizontal stripe 5 and right are installed on two groove section steel pedestals 3
Wire drawing bar 6, and lock to wire drawing bar 6, installation unwrapping wire is oriented to steel reinforcement cage 7；Finally, 2 binding strap of removal entire bundle steel strand wires, from entire bundle
The Inner of steel strand wires 2 justifies tap, and being oriented to steel reinforcement cage 7 through unwrapping wire is pierced by carry out unwrapping wire；
（c）During unwrapping wire, with entire bundle steel strand wires 2 reduction and when relaxing, then can symmetrically tighten to wire drawing bar 6, into
Row is longitudinal to compress entire bundle steel strand wires 2；Until entire bundle steel strand wires 2 all discharge.
After single entire bundle steel strand wires 2 all discharge, in the case where not moving groove section steel pedestal 3, square steel column is removed
4, square steel horizontal stripe 5 and to wire drawing bar 6, repeats to install lower a bundle of steel strand wires progress line laying work.
In the solution bundle actinobacillus device of above-mentioned prestress wire, the upper surface of each groove section steel pedestal 3 is provided with down T
Type groove；
Square steel column 4 on each groove section steel pedestal 3 is the every square steel spaced two along inverted T shaped groove length direction
The lower end of column 4 is provided with inverted T shaped head, and inverted T shaped head can be oriented to along inverted T shaped groove and slide and limit；Every square steel column 4 it is upper
End, which is located at itself hypomere at inverted T shaped head top, is provided with perforation, which runs through for the length direction along inverted T shaped groove；
The two piece square steel columns 4 matched square steel horizontal stripe 5 adjacent with the septal direction in two groove section steel pedestals 3 is perpendicular
Spaced two upwards, each end of two square steel horizontal stripes 5 is provided through pilot hole, and two square steel horizontal stripes 5
In pilot hole on be located above one two piece square steel columns 4 adjacent with the septal direction in two groove section steel pedestals 3
The perforation of upper end connects and constitutes for the perforative spliced eye in 6 end of wire drawing bar, underlying one in two square steel horizontal stripes 5
The perforation phase of pilot hole two piece square steel column 4 hypomere adjacent with the septal direction in two groove section steel pedestals 3 on root
It penetrates through and constitutes for the perforative spliced eye in 6 end of wire drawing bar；
On inverted T shaped groove length direction between two spliced eyes of face by locking nut plugged and fixed have one to wire drawing bar
6。
When implementation, the heavy caliber end of preferably unwrapping wire guiding steel reinforcement cage 7 is provided with link, square steel horizontal stripe 5 or/and square steel column
4 are provided with hook, and the heavy caliber that unwrapping wire is oriented to steel reinforcement cage 7 is mounted on by link on hook.
In the solution bundle actinobacillus device of above-mentioned prestress wire, the side that mutually deviates from two groove section steel pedestals 3
Installation convex block has been convexed into lateral out, and with mounting hole is vertically provided through on convex block, which is used for for ground for the installation
Foot fixing bolt 8 runs through and is fixed with ground.
The solution bundle actinobacillus device of above-mentioned prestress wire is removed first to wire drawing bar 6, when removing then, by square steel
Column 4 is removed from the inverted T shaped groove of groove section steel pedestal 3 completes dismounting, therefore removes very convenient rapid.
A kind of solution bundle line-putting method of prestress wire of the present invention uses above-mentioned fixed dedicated steel strand wires unwrapping wire
Device, can be repeatable to install and repeatedly pacify to batches of entire bundle steel strand wires in the case where not moving groove section steel pedestal 3
Dress and unwrapping wire, the efficiency that operation plays are higher.The entire bundle steel strand wires solution ties unwrapping wire, refers at the construction field (site) for steel strand wires
Blanking, one of the process of compiling beam and construction operation of reeving.
A kind of solution of prestress wire of the present invention ties line-putting method, uses the fixed dedicated steel strand wires of invention
Actinobacillus device, can in the case where not moving groove section steel pedestal 3, repeat installation and repeatedly to batches of entire bundle steel strand wires into
Row installation and unwrapping wire, it is ensured that the quick formation of the steel strand wires solution bundle unwrapping wire process under general condition, the work efficiency of performance are higher；Operation
Specification is formed, the job requirements of site safety, civilized construction can be met；Easily reach the steel strand wires solution bundle blanking under general condition
Afterwards, the finished product protection code requirement that need to reach and required construction technology mass effect.
The present invention brief description of the process be：（1）According to corresponding a kind of the solution bundle line-putting method and group of prestress wire
Conjunction device form →（2）According to production engineering specifications, carries out square steel column 4, square steel horizontal stripe 5, steel is oriented to wire drawing bar 6, unwrapping wire
The processing preparation of 7 lower margin fixing bolt 8 of muscle cage →（3）The outer diameter of measurement arrival entire bundle steel strand wires 2 →（4）It is symmetrically installed fluted body
Steel base seat 3 →（5）Be fixed on the position of Active workings selected element using lower margin fixing bolt 8 →（6）Using tripod and hand
Arrival entire bundle steel strand wires 2 are placed on symmetrical groove section steel pedestal 3 by dynamic cucurbit →（7）Square steel column 4, square steel horizontal stripe are installed
5, to wire drawing bar 6, and lock to wire drawing bar 6 →（8）Installation unwrapping wire guiding steel reinforcement cage 7 →（9）2 binding strap of removal steel strand wires →
（10）Justify tap from the Inner of entire bundle steel strand wires 2, progress payingoff construction operation is pierced by through being oriented to steel reinforcement cage 7.
It the above is only the preferred embodiment of the present invention, need to point out it is that this skill is not being departed from for those skilled in the art
Under the premise of art scheme, the technical solution for the several modifications and improvements made should equally be contemplated as falling within the claims and require to protect
The range of shield.
Claims (1)
1. a kind of solution of prestress wire ties line-putting method, which is characterized in that include the following steps：
（a）A kind of solution bundle actinobacillus device of prestress wire is obtained, the solution bundle actinobacillus device of the prestress wire includes recessed
Groove profile steel base seat（3）, square steel column（4）, square steel horizontal stripe（5）, to wire drawing bar（6）It is oriented to steel reinforcement cage with unwrapping wire（7）；It is prepared by processing
Solution bundle actinobacillus device groove section steel pedestal（3）, square steel column（4）, square steel horizontal stripe（5）, to wire drawing bar（6）It is oriented to reinforcing bar with unwrapping wire
Cage（7）；
（b）Before unwrapping wire, two groove section steel pedestals are fixedly mounted in spacing side by side first（3）, when installation, first measure entire bundle steel strand wires
（2）Outer diameter, according to entire bundle steel strand wires（2）Outer diameter reserve two groove section steel pedestals（3）Between spacing, use
Lower margin fixing bolt（8）By two groove section steel pedestals（3）It is fixed on the position of Active workings selected element；Then, by entire bundle
Steel strand wires（2）It is placed in two groove section steel pedestals（3）On；And then, in two groove section steel pedestals（3）Upper installation square steel is vertical
Column（4）, square steel horizontal stripe（5）With to wire drawing bar（6）, and lock to wire drawing bar（6）, installation unwrapping wire guiding steel reinforcement cage（7）；Finally,
Remove entire bundle steel strand wires（2）Binding strap, from entire bundle steel strand wires（2）Inner justify tap, through unwrapping wire be oriented to steel reinforcement cage（7）It is pierced by progress
Unwrapping wire；
（c）During unwrapping wire, with entire bundle steel strand wires（2）Reduction and when relaxing, then can symmetrically tighten to wire drawing bar
（6）, carry out longitudinal compression entire bundle steel strand wires（2）；Until entire bundle steel strand wires（2）All discharge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810316383.1A CN108466863B (en) | 2018-04-10 | 2018-04-10 | Bundle releasing and paying-off method for prestressed steel strands |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810316383.1A CN108466863B (en) | 2018-04-10 | 2018-04-10 | Bundle releasing and paying-off method for prestressed steel strands |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108466863A true CN108466863A (en) | 2018-08-31 |
| CN108466863B CN108466863B (en) | 2020-08-04 |
Family
ID=63263027
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810316383.1A Active CN108466863B (en) | 2018-04-10 | 2018-04-10 | Bundle releasing and paying-off method for prestressed steel strands |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108466863B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206037A (en) * | 2019-04-30 | 2019-09-06 | 杭州市市政工程集团有限公司 | A kind of flexible construction method of underground continuous wall of steel strand wires as main reinforcement |
| CN110304488A (en) * | 2019-06-18 | 2019-10-08 | 上海市基础工程集团有限公司 | Self-stabilization coils presstressed reinforcing steel and unfolds device |
| CN111041988A (en) * | 2019-12-09 | 2020-04-21 | 中国五冶集团有限公司 | Simple pre-stressed beam steel stranded coil lead frame and manufacturing method thereof |
| CN114352030A (en) * | 2022-01-14 | 2022-04-15 | 中国五冶集团有限公司 | Self-locking prestressed steel strand pulling and paying-off device and construction process thereof |
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| US4890957A (en) * | 1986-02-18 | 1990-01-02 | Rinas David E | Cable laying apparatus |
| EP2015415A1 (en) * | 2007-07-13 | 2009-01-14 | British Telecommunications Public Limited Company | Apparatus for unwinding a wire or cable from a cable spool |
| CN204751674U (en) * | 2015-07-07 | 2015-11-11 | 中建三局第二建设工程有限责任公司 | Unwrapping wire reinforcing apparatus is rolled up to steel strand wires |
| CN206032864U (en) * | 2016-08-31 | 2017-03-22 | 中铁三局集团有限公司 | Integral steel strand wires unloading cage |
| CN206255706U (en) * | 2016-11-20 | 2017-06-16 | 中铁四局集团第四工程有限公司 | A kind of pay off rack for fixing steel stranded wire reel |
| CN207030597U (en) * | 2017-07-21 | 2018-02-23 | 中铁大桥局集团有限公司 | A kind of steel strand wires are explained the deep bid blanking device |
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2018
- 2018-04-10 CN CN201810316383.1A patent/CN108466863B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| US4890957A (en) * | 1986-02-18 | 1990-01-02 | Rinas David E | Cable laying apparatus |
| EP2015415A1 (en) * | 2007-07-13 | 2009-01-14 | British Telecommunications Public Limited Company | Apparatus for unwinding a wire or cable from a cable spool |
| CN204751674U (en) * | 2015-07-07 | 2015-11-11 | 中建三局第二建设工程有限责任公司 | Unwrapping wire reinforcing apparatus is rolled up to steel strand wires |
| CN206032864U (en) * | 2016-08-31 | 2017-03-22 | 中铁三局集团有限公司 | Integral steel strand wires unloading cage |
| CN206255706U (en) * | 2016-11-20 | 2017-06-16 | 中铁四局集团第四工程有限公司 | A kind of pay off rack for fixing steel stranded wire reel |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206037A (en) * | 2019-04-30 | 2019-09-06 | 杭州市市政工程集团有限公司 | A kind of flexible construction method of underground continuous wall of steel strand wires as main reinforcement |
| CN110304488A (en) * | 2019-06-18 | 2019-10-08 | 上海市基础工程集团有限公司 | Self-stabilization coils presstressed reinforcing steel and unfolds device |
| CN111041988A (en) * | 2019-12-09 | 2020-04-21 | 中国五冶集团有限公司 | Simple pre-stressed beam steel stranded coil lead frame and manufacturing method thereof |
| CN114352030A (en) * | 2022-01-14 | 2022-04-15 | 中国五冶集团有限公司 | Self-locking prestressed steel strand pulling and paying-off device and construction process thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108466863B (en) | 2020-08-04 |
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