CN108145045A - Towed bar-mat reinforcement braider and its method for carrying out reinforced mesh establishment - Google Patents
Towed bar-mat reinforcement braider and its method for carrying out reinforced mesh establishment Download PDFInfo
- Publication number
- CN108145045A CN108145045A CN201810059386.1A CN201810059386A CN108145045A CN 108145045 A CN108145045 A CN 108145045A CN 201810059386 A CN201810059386 A CN 201810059386A CN 108145045 A CN108145045 A CN 108145045A
- Authority
- CN
- China
- Prior art keywords
- bar
- fishback
- braider
- mat reinforcement
- chassis
- 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.)
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F27/00—Making wire network, i.e. wire nets
- B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
- B21F27/20—Making special types or portions of network by methods or means specially adapted therefor of plaster-carrying network
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F23/00—Feeding wire in wire-working machines or apparatus
- B21F23/005—Feeding discrete lengths of wire or rod
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F27/00—Making wire network, i.e. wire nets
- B21F27/08—Making wire network, i.e. wire nets with additional connecting elements or material at crossings
- B21F27/10—Making wire network, i.e. wire nets with additional connecting elements or material at crossings with soldered or welded crossings
Abstract
The present invention provides a kind of towed bar-mat reinforcement braider that can be improved reinforcing bar binding efficiency and improve engineering efficiency and its methods for carrying out reinforced mesh establishment.A kind of towed bar-mat reinforcement braider, including：Chassis, bottom set multiple traveling wheels, the multiple rollers of end set；Multiple fishbacks are arranged on along width over side sills direction parallel interval on chassis；Fishback elevating mechanism is set along length over end sills direction, and is set below fishback and connected each fishback；Longitudinal rib detent mechanism including multigroup guide roller, is set along length over end sills direction, and every group of guide roller includes two guide rollers setting up and down；Walking haulage gear, including electromotive electric traction machine, electromotive electric traction machine is arranged on chassis, and steel wire rope is connected on the guardrail of bridge to be onstructed on electromotive electric traction machine.
Description
Technical field
The present invention relates to a kind of bar-mat reinforcement braiders, and in particular to a kind of towed bar-mat reinforcement braider and its progress reinforcing bar
The method of mesh sheet establishment, belongs to building machinery field.
Background technology
Reinforced mesh is to use cold rolled reinforcing steel bar with ribs vertically and horizontally to form reticular structure with certain spacing, is widely used in
Science of bridge building, concrete road surface engineering, airfield runway, tunnel-liner, work China Democratic National Construction Association floor etc..
Especially science of bridge building, bar-mat reinforcement indulge the reticular structure that muscle is formed with transverse bar, are bonded with concrete of bridge deck paving
Anchoring is good, the uniform diffusion profile of load energy born, hence it is evident that improve the antidetonation cracking resistance of reinforced concrete structure.
Although traditional artificial lattice of drawing at the scene put binding there are certain flexibility, but there are the following problems：1.
Traditional artificial binding efficiency is low；2. traditional artificial binding labor intensity is big, one bar-mat reinforcement of traditional artificial binding need to put into 20
Construction worker；It is that snap the line controls spacing, means on bridge floor 3. traditional artificial binding quality is difficult to control traditional artificial binding
It is original, it can be seen that bar spacing control from previous construction experience and be difficult to reach design requirement, cause the bar-mat reinforcement after processing
Torsional deformation.
It is had the following problems using the construction of finished product reinforced mesh：1. finished product reinforced mesh, non-at-scene production, product specification ruler
Very little to be limited by traffic condition, the manufactured size of monolithic mesh sheet may not exceed associated transportation requirement, consider at the same time buying into
In the case of this, and kind is equally unsuitable excessive, so can not just match with the diversity of live bridge, increase steel
Overlap joint between muscle net increases the actual amount of mesh sheet, in practical Surfacing Construction, because of the difference of overlapping mode, and one
As in the case of, ratio of material dosage theoretical amount increases close to 10%；2. reinforced mesh scene overlaps installation, vertical, horizontal connector piecewise
The stereotyped writing reinforcing bar of local four-layer network piece is staggeredly caused to be overlapped, easily causes protective layer thickness insufficient, dew muscle is there will be severe and asks
Topic；3. the factorial praluction of mesh sheet, the unicity of appearance type is more with bridge type, spanning type in practice, especially first letter
There are the alternate situations of the positive hogging moment of bridge floor for continuous bridge etc. after branch, have relatively strictly in the lap joint position of hogging moment area to mesh sheet
Requirement, therefore the unicity of product with actual needs diversity be difficult to unification.
Invention content
The present invention provides a kind of towed bar-mat reinforcement braidings that can be improved reinforcing bar binding efficiency and improve engineering efficiency
Machine and its method for carrying out reinforced mesh establishment.
The present invention to achieve the above object, is achieved through the following technical solutions：
A kind of towed bar-mat reinforcement braider, including：
Chassis, bottom set multiple traveling wheels, the multiple rollers of end set；
Multiple fishbacks are arranged on along width over side sills direction parallel interval on chassis；
Fishback elevating mechanism is set along length over end sills direction, and is set below fishback and connected each fishback；
Longitudinal rib detent mechanism including multigroup guide roller, is set along length over end sills direction, and every group of guide roller includes dividing on two
The guide roller put；
Walking haulage gear, including electromotive electric traction machine, electromotive electric traction machine is arranged on chassis, and steel wire rope connects on electromotive electric traction machine
On the guardrail of bridge to be onstructed.
The towed bar-mat reinforcement braider preferred embodiment, chassis are the frames connected and composed by shaped steel welding and bolt and nut
Rack and panel construction.
The towed bar-mat reinforcement braider preferred embodiment, chassis include front baffle and afterframe, and front baffle includes being oriented to
Roller fixed plate and preceding connection channel steel, guide roller fixed plate are arranged in parallel to be front and rear, and preceding connection channel steel is arranged on guide roller fixed plate
Between, fishback and fishback elevating mechanism are arranged on front baffle；After afterframe includes multiple transverse directions being criss-cross arranged
Channel steel after channel steel and longitudinal direction, longitudinal rib detent mechanism and walking haulage gear are arranged on front baffle.
The towed bar-mat reinforcement braider preferred embodiment, fishback elevating mechanism are two, each fishback elevator
Structure includes operating lever, connecting tube and multiple eccentric wheels, and eccentric wheel is arranged below fishback, and is worn through connecting tube and be connected in one,
Operating lever setting connection tube end.
The towed bar-mat reinforcement braider preferred embodiment, fishback are connected with chassis using card slot type.
A kind of method for carrying out reinforced mesh establishment using the towed bar-mat reinforcement braider, includes the following steps：
1）Material prepares
Deck paving transverse steel contact producer communicates direct scale supply, can be used directly after showing up, longitudinal reinforcement root
Depending on often joining length according to design drawing Bridge,
A bar straightener is placed across place often joining first close to bridge to be onstructed, straightening is carried out to valve snail reinforcing bar, is reached
It is cut off after often joining length requirement；
2）Towed bar-mat reinforcement braider is in place
Towed bar-mat reinforcement braider is seated in every first across start position, fishback is mounted in card slot, electric traction
Machine discharges steel wire rope, and end is fixed on the guardrail reinforcing bar of every end, and anticollision barrier of such as first having constructed can be fixed on flexible
It stitches at reinforcing bar；
3）Bar-mat reinforcement weaves
（1）Longitudinal reinforcement after straightening is penetrated to the longitudinal rib detent mechanism of towed bar-mat reinforcement braider by root；
（2）After all vertical muscle penetrates, the rotation of rotary link steel pipe control eccentric rises fishback, exposes spacing positioning
Transverse bar is laid on chassis by card slot, corresponding with fishback card slot to put, and manually carries out banding fixed using tied silk machine；
（3）After the completion of binding, rotation process bar control eccentric rotates again, declines fishback, starts electromotive electric traction machine, electricity
Dynamic dragger recycling steel wire rope, can thus drive braider to advance, and electromotive electric traction machine is closed, then lay after the distance of traveling one end
Transverse steel, according to positioning spacing binding into mesh sheet, with the progress of knitting, with electric welding machine using it is quincunx to mesh sheet into
Row spot welding；
（4）Continue to draw the advance of bar-mat reinforcement braider, repetitive process（2）（3）, until integrin mesh sheet all machines, in this way
It is formed the bar-mat reinforcement that a piece of entirety is covered on bridge floor；
4）Shutdown arranges
After integrin reinforced mesh machines, electromotive electric traction machine is closed, the reinforced mesh processed is investigated again, to because
There is the carry out local strengthening loosened in operation vibration.
The advantage of the invention is that：Can live screwing steel bars mesh sheet, transverse steel can be customized according to bridge size, longitudinal steel
Muscle directly using whole use of valve snail bar straightening and then is processed into a piece of bar-mat reinforcement, has both avoided the overlap joint of reinforced mesh, has carried
High construction quality, and reduce spillage of material, save resource;For improving engineering construction quality, economizing on resources and construct
Cost ensures that field engineering construction speed has important practical function.
Description of the drawings
Attached drawing is used to provide further understanding of the present invention, and a part for constitution instruction, the reality with the present invention
Example is applied together for explaining the present invention, is not construed as limiting the invention.
Fig. 1 is schematic front view of the present invention；
Fig. 2 is schematic side view of the present invention；
Fig. 3 is chassis schematic diagram.
In figure, 1, chassis, 2, traveling wheel, 3, fishback, 4, carrying roller, 5, connecting tube, 6, electromotive electric traction machine, 7, steel wire
Rope, 8, reinforced mesh, 9, guide roller, 10, eccentric wheel, 11, channel steel behind longitudinal direction, 12, channel steel after transverse direction, 13, preceding connection channel steel,
14th, guide roller fixed plate.
Specific embodiment
The preferred embodiment of the present invention is illustrated below in conjunction with attached drawing, it should be understood that preferred reality described herein
It applies example to be merely to illustrate and explain the present invention, be not intended to limit the present invention.
A kind of towed bar-mat reinforcement braider, it is fixed including chassis 1, multiple fishbacks 3, fishback elevating mechanism, longitudinal rib
Position mechanism and walking haulage gear.
Chassis 1 is the tower structure connected and composed by shaped steel welding and bolt and nut, and chassis 1 includes front baffle and after-frame
Frame, front baffle include guide roller fixed plate 14 and preceding connection channel steel 13, and guide roller fixed plate 14 is arranged in parallel to be front and rear, preceding connection
Channel steel 13 is arranged between guide roller fixed plate 14, and fishback 3 and fishback elevating mechanism are arranged on front baffle；Afterframe packet
Channel steel 11 after channel steel 12 and longitudinal direction is included after multiple transverse directions being criss-cross arranged, longitudinal rib detent mechanism and walking haulage gear are set
It puts on front baffle.The front baffle and afterframe of chassis are arranged with multiple traveling wheels 2.Side of the afterframe far from front baffle is set
There are multiple carrying rollers 4, the steady lower section of the reinforced mesh that binding is got well can be made to top surface of the beam.
Fishback 3 is arranged on along 1 width direction parallel interval of chassis on chassis 1, and fishback 3 and chassis 1 use card slot
Formula connects, and fishback 3 can position transverse steel spacing, can make different size as needed.
Fishback elevating mechanism is set along 1 length direction of chassis, and is set 3 lower section of fishback and connected each fishback 3,
Fishback elevating mechanism is two, and each fishback elevating mechanism includes operating lever, connecting tube 5 and multiple eccentric wheels 10, eccentric
Wheel 10 is arranged on 3 lower section of fishback, and is worn through connecting tube 5 and be connected in one, 5 end of operating lever setting connecting tube.
Longitudinal rib detent mechanism includes multigroup guide roller 9, is set along 1 length direction of chassis, and every group of guide roller 9 includes two
Guide roller setting up and down is reinforcing bar location hole between two guide rollers.
Walking haulage gear is distributed in 1 both ends of chassis for two, and walking haulage gear includes electromotive electric traction machine 6, electronic to lead
Draw machine 6 to be arranged on chassis 1, steel wire rope 7 is connected on the guardrail of bridge to be onstructed on electromotive electric traction machine 6, can meet traction
The requirement of formula bar-mat reinforcement braider straight line or curved path walking.
The method that reinforced mesh establishment is carried out using the present invention, is included the following steps：
1st, material prepares
Reinforced mesh 8 is bound by vertically and horizontally single steel bar, is welded, this project deck paving transverse steel length is
12.21m, contact producer communicate direct scale supply, can be used directly after showing up.Longitudinal reinforcement is according to design drawing jackshaft
Beam often joins depending on length.
A bar straightener is placed across place often joining first close to bridge to be onstructed, straightening is carried out to valve snail reinforcing bar,
It is cut off after reaching every length requirement.
2nd, towed bar-mat reinforcement braider is in place
Towed bar-mat reinforcement braider is seated in every first across start position, fishback 3 is mounted in card slot.Electric traction
Machine 6 discharges steel wire rope 7, and end is fixed on the guardrail reinforcing bar of every end.This project is first constructed deck paving, is then constructed
Anticollision barrier, therefore, 7 end of dragger steel wire rope hook can be first hung on guardrail embedded ribs, anticollision barrier of such as first having constructed, can
It is fixed at the reinforcing bar of expansion joint.
4.3rd, bar-mat reinforcement weaves
（1）Longitudinal reinforcement after straightening by root is penetrated to the longitudinal rib detent mechanism of towed bar-mat reinforcement braider, pays attention to penetrating
Front two rows reinforcing bar location hole will be corresponding to avoiding misdrawing influence progress of doing over again.
（2）After all vertical muscle penetrates, rotary link steel pipe control eccentric 10 rotates, and rises fishback 3, between exposing
Away from locating groove, transverse bar is laid on chassis 1, it is corresponding with 3 card slot of fishback to put, material is thus formed half breadth of bridge,
The bar-mat reinforcement of longitudinal direction about 1.6m long, manually carries out banding fixed using tied silk machine.
（3）After the completion of binding, rotation process bar control eccentric 10 rotates again, declines fishback 3, starts electronic lead
Draw machine 6, electromotive electric traction machine 6 recycles steel wire rope 7, can thus braider be driven to advance, electromotive electric traction machine is closed after traveling 1.6m
6, then transverse steel is laid, it is bound according to positioning spacing into mesh sheet.Further to reinforce mesh sheet, with the progress of knitting,
Spot welding is carried out to mesh sheet using quincunx with electric welding machine.
（4）Continue to draw the advance of bar-mat reinforcement braider, repetitive process（2）（3）, until integrin mesh sheet all machines,
The bar-mat reinforcement being covered in material is thus formed a piece of entirety on bridge floor.
4.4th, shutdown arranges
After integrin reinforced mesh 8 machines, electromotive electric traction machine 6 is closed.The reinforced mesh 8 processed is investigated again,
To there is the carry out local strengthening loosened because of operation vibration.
Finally it should be noted that：The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention,
Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still may be used
To modify to the technical solution recorded in foregoing embodiments or carry out equivalent replacement to which part technical characteristic.
All within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in the present invention's
Within protection domain.
Claims (6)
1. a kind of towed bar-mat reinforcement braider, which is characterized in that including：
Chassis, bottom set multiple traveling wheels, the multiple rollers of end set；
Multiple fishbacks are arranged on along width over side sills direction parallel interval on chassis；
Fishback elevating mechanism is set along length over end sills direction, and is set below fishback and connected each fishback；
Longitudinal rib detent mechanism including multigroup guide roller, is set along length over end sills direction, and every group of guide roller includes dividing on two
The guide roller put；
Walking haulage gear, including electromotive electric traction machine, electromotive electric traction machine is arranged on chassis, and steel wire rope connects on electromotive electric traction machine
On the guardrail of bridge to be onstructed.
2. towed bar-mat reinforcement braider according to claim 1, it is characterised in that：Chassis is by shaped steel welding and bolt spiral shell
The tower structure that mother connects and composes.
3. towed bar-mat reinforcement braider according to claim 2, it is characterised in that：Chassis includes front baffle and afterframe,
Front baffle includes guide roller fixed plate and preceding connection channel steel, and guide roller fixed plate is arranged in parallel to be front and rear, preceding connection channel steel setting
Between guide roller fixed plate, fishback and fishback elevating mechanism are arranged on front baffle；Afterframe is handed in length and breadth including multiple
Channel steel behind channel steel and longitudinal direction after the transverse direction of mistake arrangement, longitudinal rib detent mechanism and walking haulage gear are arranged on front baffle.
4. towed bar-mat reinforcement braider according to claim 1, it is characterised in that：Fishback elevating mechanism is two, often
A fishback elevating mechanism includes operating lever, connecting tube and multiple eccentric wheels, and eccentric wheel is arranged below fishback, and through connection
Pipe, which is worn, is connected in one, operating lever setting connection tube end.
5. according to any one of Claims 1-4 towed bar-mat reinforcement braider, it is characterised in that：Fishback and chassis are adopted
It is connected with card slot type.
6. a kind of method for carrying out reinforced mesh establishment using any one of the Claims 1-4 4 towed bar-mat reinforcement braider,
Include the following steps：
1）Material prepares
Deck paving transverse steel contact producer communicates direct scale supply, can be used directly after showing up, longitudinal reinforcement root
Depending on often joining length according to design drawing Bridge,
A bar straightener is placed across place often joining first close to bridge to be onstructed, straightening is carried out to valve snail reinforcing bar, is reached
It is cut off after often joining length requirement；
2）Towed bar-mat reinforcement braider is in place
Towed bar-mat reinforcement braider is seated in every first across start position, fishback is mounted in card slot, electric traction
Machine discharges steel wire rope, and end is fixed on the guardrail reinforcing bar of every end, and anticollision barrier of such as first having constructed can be fixed on flexible
It stitches at reinforcing bar；
3）Bar-mat reinforcement weaves
（1）Longitudinal reinforcement after straightening is penetrated to the longitudinal rib detent mechanism of towed bar-mat reinforcement braider by root；
（2）After all vertical muscle penetrates, the rotation of rotary link steel pipe control eccentric rises fishback, exposes spacing positioning
Transverse bar is laid on chassis by card slot, corresponding with fishback card slot to put, and manually carries out banding fixed using tied silk machine；
（3）After the completion of binding, rotation process bar control eccentric rotates again, declines fishback, starts electromotive electric traction machine, electricity
Dynamic dragger recycling steel wire rope, can thus drive braider to advance, and electromotive electric traction machine is closed, then lay after the distance of traveling one end
Transverse steel, according to positioning spacing binding into mesh sheet, with the progress of knitting, with electric welding machine using it is quincunx to mesh sheet into
Row spot welding；
（4）Continue to draw the advance of bar-mat reinforcement braider, repetitive process（2）（3）, until integrin mesh sheet all machines, in this way
It is formed the bar-mat reinforcement that a piece of entirety is covered on bridge floor；
4）Shutdown arranges
After integrin reinforced mesh machines, electromotive electric traction machine is closed, the reinforced mesh processed is investigated again, to because
There is the carry out local strengthening loosened in operation vibration.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810059386.1A CN108145045B (en) | 2018-01-22 | 2018-01-22 | Traction type reinforcing mesh braiding machine and reinforcing mesh braiding method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810059386.1A CN108145045B (en) | 2018-01-22 | 2018-01-22 | Traction type reinforcing mesh braiding machine and reinforcing mesh braiding method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108145045A true CN108145045A (en) | 2018-06-12 |
| CN108145045B CN108145045B (en) | 2023-06-20 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810059386.1A Active CN108145045B (en) | 2018-01-22 | 2018-01-22 | Traction type reinforcing mesh braiding machine and reinforcing mesh braiding method thereof |
Country Status (1)
| Country | Link |
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| CN (1) | CN108145045B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025317A (en) * | 2018-08-22 | 2018-12-18 | 天津市管道工程集团有限公司 | A kind of controllable reinforcing bar molding away from device |
| CN110369646A (en) * | 2019-06-21 | 2019-10-25 | 湖南三一快而居住宅工业有限公司 | Device for molding reinforcement cage and steel reinforcement cage formation system |
| CN113878070A (en) * | 2021-09-30 | 2022-01-04 | 山东中恒建设集团有限公司 | Reinforcing mesh manufacturing device and manufacturing method thereof |
| CN114108474A (en) * | 2021-11-26 | 2022-03-01 | 上海交通建设总承包有限公司 | Auxiliary assembly is laid to cast-in-place concrete of long span bridge deck slab with reinforcing bar |
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| CN206010412U (en) * | 2016-08-31 | 2017-03-15 | 建科机械（天津）股份有限公司 | A kind of steel mesh welding equipment |
| CN206383280U (en) * | 2017-01-17 | 2017-08-08 | 中国建筑第七工程局有限公司 | Precast T-Beam wing plate framework of steel reinforcement molding bed rack |
| CN207839963U (en) * | 2018-01-22 | 2018-09-11 | 山东省路桥集团有限公司 | Towed bar-mat reinforcement braider |
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| US3460588A (en) * | 1966-03-17 | 1969-08-12 | Schoch Ag Ernst | Feed device for a machine producing reinforcement wire nettings |
| CN103084519A (en) * | 2013-02-07 | 2013-05-08 | 建科机械（天津）股份有限公司 | Multi-hole steel bar leading-in mechanism of mesh welding machine |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025317A (en) * | 2018-08-22 | 2018-12-18 | 天津市管道工程集团有限公司 | A kind of controllable reinforcing bar molding away from device |
| CN109025317B (en) * | 2018-08-22 | 2023-07-14 | 天津市管道工程集团有限公司 | Device capable of controlling lofting distance of reinforcing steel bars |
| CN110369646A (en) * | 2019-06-21 | 2019-10-25 | 湖南三一快而居住宅工业有限公司 | Device for molding reinforcement cage and steel reinforcement cage formation system |
| CN113878070A (en) * | 2021-09-30 | 2022-01-04 | 山东中恒建设集团有限公司 | Reinforcing mesh manufacturing device and manufacturing method thereof |
| CN113878070B (en) * | 2021-09-30 | 2024-04-30 | 山东中恒建设集团有限公司 | Reinforcing mesh manufacturing device and manufacturing method thereof |
| CN114108474A (en) * | 2021-11-26 | 2022-03-01 | 上海交通建设总承包有限公司 | Auxiliary assembly is laid to cast-in-place concrete of long span bridge deck slab with reinforcing bar |
| CN114108474B (en) * | 2021-11-26 | 2024-01-26 | 上海交通建设总承包有限公司 | Reinforcing steel bar laying auxiliary equipment for cast-in-place concrete of large-span bridge panel |
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| Publication number | Publication date |
|---|---|
| CN108145045B (en) | 2023-06-20 |
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