CN106522562B - A kind of shear force wall reinforcing steel bar web frame construction method - Google Patents
A kind of shear force wall reinforcing steel bar web frame construction method Download PDFInfo
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- CN106522562B CN106522562B CN201611104982.4A CN201611104982A CN106522562B CN 106522562 B CN106522562 B CN 106522562B CN 201611104982 A CN201611104982 A CN 201611104982A CN 106522562 B CN106522562 B CN 106522562B
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- 238000010276 construction Methods 0.000 title claims abstract description 22
- 229910001294 Reinforcing steel Inorganic materials 0.000 title claims abstract description 9
- 238000003860 storage Methods 0.000 claims description 23
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 239000000203 mixture Substances 0.000 claims description 6
- 230000000694 effects Effects 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 abstract description 7
- 239000010959 steel Substances 0.000 abstract description 7
- 238000009435 building construction Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 9
- 238000013461 design Methods 0.000 description 6
- 238000005520 cutting process Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 238000012549 training Methods 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Basic Packing Technique (AREA)
Abstract
The present invention provides a kind of shear force wall reinforcing steel bar web frame construction methods, belong to the realm of building construction, construction method application bundling device.Bundling device includes pinch roller, screw rod, sleeve and rotating member；Pinch roller is plate-like, and screw rod vertically connects pinch roller；Sleeve is sheathed on outside rotating member and the two is rotatedly connected；Rotating member is equipped with connecting hole, and connecting hole inner wall has helical structure, and screw rod is connected to connecting hole；Screw rod can drive rotating member to rotate when being axially moveable in connecting hole relative to connecting hole；It is symmetrically arranged with two perforation on rotating member, and perforates and is coaxially disposed with connecting hole.Steel mesh can be greatly reduced when construction ties up learning difficulty, so that new employee is quickly grasped skill, devotes oneself to work as early as possible；Old employee does not need to take more time yet and impart knowledge to students above, improves working efficiency.Each equipment making cost is not high simultaneously, does not have to worry loss problem, reduces entreprise cost.
Description
Technical field
The present invention relates to the realm of building construction, in particular to a kind of shear force wall reinforcing steel bar web frame construction method.
Background technique
Shear wall is horizontal loading caused by being primarily subjected to wind load or geological process in house or structures and vertical lotus
The wall of load, prevents structure shear from destroying.Shear wall is generally made into armored concrete, needs pre-production in the construction process
Steel mesh.
The more reinforcing bars arrangement to interweave in length and breadth in steel mesh, is tied at the cross node of each intersection using tied silk
It pricks.
It is all at present by being accomplished manually when tie up this process, worker is tightened tied silk in steel by tool
On muscle.
This tool may be L-shaped metallic article, and worker could grasp use by training study for a long time substantially
Method also often will appear tie up the problems such as unstable, error rate is high in practice；And flow of personnel is big on building site, it is likely that when
One new worker does not grasp also or has just left office after just grasping application method, causes training cost high, construction efficiency is low.
Also there is electronic tool, but this electric tool is primarily present two aspect problems, one is electric tool is wound
Tied silk only form an annular tied silk circle, can not by tied silk bind at the node of reinforcing bar, necessarily lead to steel
Muscle binding is unstable, has endless trouble；The second is common qualified electric tool purchase price is at thousand yuan or more, and constructed
In journey must several worker's synchronous constructions, need a large amount of electric tool, this necessarily huge expense, common building site is not
A fortune may be put on this tool, secondly, the electric tool of high price is easily lost after coming into operation, it is not easy to manage
Reason is easy to cause damages to enterprise after investment, and electric tool go wrong after do not allow it is easy-maintaining, it is necessary to tieed up to special personnel
It repairs, this necessarily leads to further decreasing for construction efficiency, loses more than gain.Therefore this electric tool is extremely in practice
It is rare, it goes over 100 building sites and also can not see a building site and largely use, it may be said that popularity rate is less than 1 percent.
Therefore, it can be seen that existing construction tool is not suitable enough, cause construction efficiency not high enough, indirect lifting construction at
This.
Summary of the invention
The present invention provides a kind of bundling device and shear force wall reinforcing steel bar web frame construction methods, it is intended to solve the above problems.
The present invention is implemented as follows:
A kind of shear force wall reinforcing steel bar web frame construction method, using bundling device, bundling device includes pinch roller, screw rod, sleeve and turns
Moving part；The pinch roller is plate-like, and the screw rod vertically connects the pinch roller；The sleeve is sheathed on outside rotating member and the two turns
It is dynamic to be connected；The rotating member is equipped with connecting hole, and the connecting hole inner wall has helical structure, and the screw rod is connected to the company
Connect hole；The screw rod can drive the rotating member to rotate when being axially moveable in connecting hole relative to connecting hole；
Two perforation are symmetrically arranged on the rotating member, and the perforation is coaxially disposed with the connecting hole；The sleeve
Two sides close to one end of the pinch roller are symmetrically arranged with two handles；The both ends of the sleeve inner are equipped with bearing, and described turn
Moving part is rotatablely connected by the bearing and the sleeve；
The rotating member includes connected interconnecting piece and work department, and the interconnecting piece protrudes into the sleeve and described in connection
Bearing；The working position is in the cartridge exterior；The outer diameter of the work department is greater than the interconnecting piece；The perforation runs through institute
Work department is stated, the connecting hole runs through the rotating member；Tied silk is bypassed into reinforcing bar, rotating member is inserted into two free ends of tied silk
On two perforation；By lower pressure wheel, rotates rotating member and two ends of tied silk is driven to rotate and wind, complete the bundle of reinforcing bar
It pricks.
The tied silk is placed in tied silk conveyer；
The tied silk conveyer includes cabinet and bracket, and the cabinet is placed on the bracket；The top of the box tool
There is openable case lid；The cabinet successively includes storage box, repeater box and the conveying box to connect from top to bottom；
The storage box has funnelform bottom；It is equipped with openable between the storage box and the repeater box or closes
Baffle；
The blend stop for stopping to tie silk whereabouts is equipped between the repeater box and the conveying box；The side wall of the repeater box
It is connected with the cutter that can cut off band on bundle silk；
The conveying box has Tui Si mechanism, and the Tui Si mechanism includes the push rod set on the conveying box side wall, described
Push rod can slide in the horizontal direction, be additionally provided with out wire hole in conveying box side wall, the push rod can be by the tied silk in conveying box
It is released from the wire hole out.
Bundling device and shear force wall reinforcing steel bar web frame construction method provided by the invention, in use, reinforcing bar can be greatly reduced
Net ties up learning difficulty, so that new employee is quickly grasped skill, devotes oneself to work as early as possible；Old employee does not need to spend yet
More time is imparting knowledge to students above, improves working efficiency.Each equipment making cost is not high simultaneously, does not have to worry loss problem, drop
Low entreprise cost.
Detailed description of the invention
Fig. 1 is the main view of bundling device provided in an embodiment of the present invention；
Fig. 2 is the cross-sectional view of bundling device provided in an embodiment of the present invention；
Top view when Fig. 3 is bundling device removal pinch roller and screw rod provided in an embodiment of the present invention；
Bottom view when Fig. 4 is bundling device removal pinch roller and screw rod provided in an embodiment of the present invention；
Fig. 5 is the main view of tied silk conveyer provided in an embodiment of the present invention；
Fig. 6 is the cross-sectional view of tied silk conveyer provided in an embodiment of the present invention；
Fig. 7 is the left side view of tied silk conveyer provided in an embodiment of the present invention；
Fig. 8 is the right side view of tied silk conveyer provided in an embodiment of the present invention；
Fig. 9 is the schematic cross-sectional view of tied silk conveyer provided in an embodiment of the present invention when in use；
Figure 10 is section view signal of the tied silk conveyer provided in an embodiment of the present invention when in use after tying silk clamping for two
Figure；
Figure 11 is that tied silk conveyer provided in an embodiment of the present invention uses mandril to push away the bundle silk of two clampings when in use
Schematic cross-sectional view when opening；
Figure 12 is the partial enlarged view of Figure 11；
Figure 13 is the schematic cross-sectional view of tied silk conveyer repeater box provided in an embodiment of the present invention；
Figure 14 is the schematic cross-sectional view of conveying box in tied silk conveyer provided in an embodiment of the present invention.
Appended drawing reference summarizes: pinch roller 10；Screw rod 11；Sleeve 12；Bearing 13；Handle 14；Rotating member 20；Interconnecting piece 21；Work
Make portion 22；Connecting hole 23；Perforation 24；
Cabinet 100；Case lid 101；Storage box 110；Perforation 111；Mandril 112；Jacking part 113；Push-and-pull portion 114；Repeater box
120；Horizontal stripe 121；Baffle 122；Grip part 123；Blend stop 124；Side door 125；Cutter 126；Shaft 127；Spring 128；Side opening
129；Conveying box 140；Support bar 141；Push rod 142；Strip-shaped hole 143；Wire hole 144 out；Bracket 200；Partition 210；Tie silk 300；
Tied silk 301；Band 302.
Specific embodiment
In order to make those skilled in the art more fully understand technical solution of the present invention, with reference to the accompanying drawing and embodiment party
The present invention is described in further detail for formula.
Embodiment.
A kind of shear force wall reinforcing steel bar web frame construction method is present embodiments provided, reinforcing bar is bound using bundling device.
As Figure 1-Figure 4, bundling device includes pinch roller 10, screw rod 11, sleeve 12 and rotating member 20；Pinch roller 10 is plate-like,
Screw rod 11 vertically connects pinch roller 10；Sleeve 12 is sheathed on 20 outside of rotating member and the two is rotatedly connected；Rotating member 20, which is equipped with, to be connected
Hole 23 is connect, 23 inner wall of connecting hole has helical structure, and screw rod 11 is connected to connecting hole 23；Screw rod 11 is opposite in connecting hole 23 to be connected
Connecing can drive rotating member 20 to rotate when hole 23 is axially moveable；Be symmetrically arranged on rotating member 20 two perforation 24, and perforate 24 with
Connecting hole 23 is coaxially disposed.
Pinch roller 10 and screw rod 11 are conjoined structure, and it is mobile that pressing pinch roller 10 is able to drive screw rod 11；Sleeve 12 and rotating member
20 be the component mutually rotated, and rotating member 20 being capable of the rotation of relative sleeve 12.The connecting hole 23 being arranged on rotating member 20 can be with
Screw rod 11 matches, and so that screw rod 11 is able to drive rotating member 20 by the helicitic texture that the two outer profile is arranged and rotates.Rotating member
Symmetrically arranged two perforation 24 can pass through the free end of tied silk on 20.
When in use, each component assembling is good；Tied silk is bypassed into reinforcing bar, it will be on two free ends insertion rotating member 20 of tied silk
Two perforation 24；It by lower pressure wheel 10, rotates rotating member 20 and two ends of tied silk is driven to rotate and wind, complete reinforcing bar
Tie up.
This bundling device is reasonable in design, and new person can quickly learn its application method in the short time (in half an hour),
It is put into nervous work progress as soon as possible.And its stroke is controllable, and by lower pressure wheel 10 after determining stroke, i.e., controllable rotating member
The circle number of 20 rotations, and then determine the circle number of tied silk winding, so that all tied silks all determine within the scope of one, so that construction matter
Amount is stablized.
Sleeve 12 is symmetrically arranged with two handles 14 close to the two sides of one end of pinch roller 10.The design of handle 14 facilitates gripping,
Two finger grip handles 14 of user press pinch roller 10 with palm, binding work can be completed；Tied silk is inserted by another hand
Perforation 24, two hands cooperate, and working efficiency is very high.
As shown in Fig. 2, the both ends inside sleeve 12 are equipped with bearing 13, rotating member 20 is rotated by bearing 13 and sleeve 12
Connection.The structure of this design enables rotating member 20 steady and the rotation of lower resistance, reduces resistance when operation.
As shown in Fig. 2, rotating member 20 includes that connected interconnecting piece 21 and work department 22, interconnecting piece 21 protrude into sleeve 12 simultaneously
Connect bearing 13；Work department 22 is located at outside sleeve 12.
The outer diameter of work department 22 is greater than interconnecting piece 21.20 global sections of rotating member are T-shaped, between work department 22 and sleeve 12
There is gap, the end of tied silk can pass through perforation 24 and protrude into gap, be adapted to tied silk different in size.
Perforation 24 runs through work department 22, and connecting hole 23 runs through rotating member 20.Perforation 24 through work department 22 can make to prick
Silk passes through, and the stroke of screw rod 11 is capable of increasing through the connecting hole 23 of rotating member 20.
Tied silk conveyer is also used in this construction method.
As shown in Figure 5-Figure 8, tied silk conveyer includes cabinet 100 and bracket 200, and cabinet 100 is placed on bracket 200；
There is openable case lid 101 at the top of cabinet 100；Cabinet 100 successively includes the storage box 110 to connect, relaying from top to bottom
Case 120 and conveying box 140；
Storage box 110 has funnelform bottom；It is equipped between storage box 110 and repeater box 120 openable or closing
Baffle 122；The blend stop 124 for stopping to tie the whereabouts of silk 300 is equipped between repeater box 120 and conveying box 140；Repeater box 120
Side wall is connected with the cutter 126 that can cut off band 302 on bundle silk 300；Conveying box 140 has Tui Si mechanism, pushes away a machine
Structure includes the push rod 142 set on 140 side wall of conveying box, and push rod 142 can slide in the horizontal direction, 140 side wall of conveying box also
Equipped with wire hole 144 out, push rod 142 can release the tied silk 301 in conveying box 140 from wire hole 144 out.
The bundle silk 300 tied up with band 302 is placed in the storage box 110 of tied silk conveyer, opening baffle 122 makes
One group of bundle silk 300 falls in repeater box 120 and closes baffle 122；
Cutting off the band 302 on bundle silk 300 with cutter 126 falls to tied silk 301 in conveying box 140；Operate push rod 142
Tied silk 301 is released into conveying box 140 from wire hole 144 is gone out；
Reinforcing bar is tied up with tied silk 301.
Cabinet 100 is the primary structure of tied silk conveyer, and bracket 200 plays support and promotes the work of 140 height of conveying box
With.The top of cabinet 100 is arranged in case lid 101, can be taken in and out bundle silk 300 after opening into storage box 110.Storage box
The bundle silk 300 that 110 funnelform bottoms keep it internal slides to repeater box 120 along inclined bottom structure.Storage box 110
The baffle 122 being arranged between repeater box 120 can stop to tie the whereabouts of silk 300.It is arranged between repeater box 120 and conveying box 140
Blend stop 124 the bundle silk 300 in repeater box 120 can be stopped to fall.
At work, opening baffle 122 falls to a bundle of bundle silk 300 in repeater box 120 and closes baffle 122, uses
The cutter 126 of 120 side wall activity of repeater box setting cuts off the band 302 for tying up silk 300, and tied silk 301 is made to scatter；It scatters
Tied silk 301 no longer by the blocking of blend stop 124, can just be entirely fallen in conveying box 140.
Tied silk 301 in conveying box 140 can be released storage box 110 by Tui Si mechanism from wire hole 144 out.This mechanism has
A little similar automatic chopsticks-distributing machines.Push rod 142, which moves backward, makes tied silk 301 to whereabouts, and pastes one end of push rod 142 and tied silk 301
It closes, and then pushes push rod 142, the tied silk 301 in 142 front of push rod can be released from wire hole 144 out, make the objective tied silk of quantity
301 a part is exposed to outside, enable worker easily take out from there a tied silk 301 carry out using.
This tied silk conveyor applications enable a large amount of tied silk 301 to be stored in tied silk conveyer into work progress,
Worker is set all not need to leave station within a very long time and go tied silk 301 of taking.Meanwhile tied silk conveyer Zhong Ge mechanism
Design enables bundle silk 300 to complete the process for falling and being cut, and a handful of tied silks 301 can be pulled to cabinet 100
Outside, worker take in work each time to single tied silk 301, have substantially saved in these backmans in which can be convenient
Time consumed by work, the construction efficiency of steel mesh is improved, the working time during entire building construction is reduced.
Specifically, the inside of repeater box 120 it is horizontal and it is positioned opposite have two horizontal stripes 121, baffle 122 is placed in horizontal stripe
On 121；The side of repeater box 120 offers the through-hole of bar shaped, and one end of baffle 122 extends to outside repeater box 120 from through-hole.
Horizontal stripe 121 plays the supporting role to baffle 122, and baffle 122 is enable to slide in the top of horizontal stripe 121.
The part that baffle 122 is located at outside repeater box 120 bends downward to form grip part 123.Bend downward holding for structure
It holds portion 123 and facilitates gripping, worker is facilitated to push and pull baffle 122.
As shown in figure 9, in the technical scheme, the width of repeater box 120 only allows one group of bundle silk 300 to pass through.This knot
Structure can ensure to tie 300 single group of silk and fall, 126 energy of cutter that will not be stuck in repeater box 120, while be arranged in repeater box 120
Enough bands 302 to bundle silk 300 are cut off.
As shown in Figure 10, the bundle silk 300 in the storage box 110 of bottom funnel-shaped portion is when falling, it is understood that there may be two groups of bundle silks
The case where 300 mutual clamping, two groups of bundle silks 300 cannot all fall at this time, for this purpose, it is equipped with perforation 111 in 110 bottom of storage box,
Mandril 112 is equipped in storage box 110, the bottom of the mandril 112 extends to outside cabinet 100 from perforation 111；Mandril 112 includes
Connected jacking part 113 and push-and-pull portion 114, jacking part 113 are the incline structure to match with the bottom of storage box 110.
As shown in figure 11, when there is the case where two groups of bundle 300 clampings of silk, upward penetrator ram 112 makes its jacking part 113
One group of bundle silk 300 is jacked up, the bundle silk 300 of two groups of phase clampings can be separated out of same level, so that it will not clampings, another
Group bundle silk 300 can smoothly fall to repeater box 120.The design of the jacking part 113 of incline structure in mandril 112, can not only
Jack up it smoothly by bundle silk 300, and its structure to match with 110 bottom of storage box can be with 110 phase of storage box
It is bonded, the whereabouts for tying silk 300 will not be hindered in usual situation.Again, the jacking part 113 Yu push-and-pull portion 114 of mutual oblique, makes to push up
Bar 112 will not be fallen downwards along perforation 111, make jacking part 113 steadily inside storage box 110.Meanwhile such as Figure 12 institute
Show, the groove matched with jacking part 113 is outputed at 111 top of perforating, and jacking part 113 is enable to be trapped in the position, Bu Huixiang
Outer protrusion.
As shown in figure 13, the side wall of repeater box 120 offers the side opening 129 of bar shaped, and cutter 126, which passes through, to be vertically arranged
Shaft 127 is rotationally connected with side opening 129；Cutter 126 has a blade close to one end of the inside of repeater box 120, cutter 126 it is another
End extends to the outside of repeater box 120.
Cutter 126 is strip structure, and across the side opening 129 of repeater box 120, blade is located inside repeater box 120, the other end
Facilitate operation outside repeater box 120.Shaft 127 is arranged along the vertical direction, and cutter 126 passes through shaft 127 and repeater box 120
It is connected, cutter 126 is enable to rotate in the horizontal plane；When work, one end outside repeater box 120 is located at by cutter 126 and is turned
Dynamic cutter 126, the blade for keeping it internal cut off the band 302 tied on silk 300.
Cutter 126 is located at one end outside repeater box 120 and is connected with spring 128 between repeater box 120.Cutter 126 is logical
It crosses spring 128 to be connected with repeater box 120, is able to maintain cutter 126 in certain position.Cutter 126 can pass through after release
The active force homing of spring 128.
For convenience of the band 302 that cutter 126 is cut off is taken out, the side wall of repeater box 120 is additionally provided with openable side door
125。
Figure 14 is please referred to, Tui Si mechanism there are vertically spaced two groups；Tui Si mechanism further includes horizontal and sets relatively
The support bar 141 in 140 inside of conveying box is set, push rod 142 is placed on support bar 141；The side wall of conveying box 140 is along level side
It is extended to outside conveying box 140 to the one end for being equipped with strip-shaped hole 143, push rod 142 from strip-shaped hole 143；Liang Zutuisi mechanism goes out
Wire hole 144 is respectively arranged on the opposite two side walls of conveying box 140.
Two groups of settings for going out wire hole 144 enable two workers simultaneously using the tied silk conveyer, due to tied silk conveyer
A large amount of tied silks 301 of storage inside make it be fully able to meet two work Man's Demands.Support bar 141 plays support push rod 142
Effect, the end of push rod 142 passes through strip-shaped hole 143, and the design of 143 structure of strip-shaped hole enables push rod 142 to slide.
It can be seen that the tied silk conveyer of this structure can be completed to push into conveying, cutting, the separation etc. of product bundle silk 300
Program sex work makes worker substantially can be incessantly using to tied silk 301, and more important is tied silks 301 from wire hole 144 out
It stretches out, there are proportional spacings between each tied silk 301, facilitate worker quickly to twist and get a tied silk 301, when substantially reducing work
Between.
In the construction process using this tied silk conveyer, the working time can be reduced, promote working efficiency.
Bundling device and tied silk conveyer are used cooperatively, and steel mesh can be greatly reduced ties up learning difficulty, makes new member
Work can quickly grasp skill, devote oneself to work as early as possible；Old employee does not need to take more time yet and impart knowledge to students above, improves
Working efficiency.Each equipment making cost is not high simultaneously, does not have to worry loss problem, reduces entreprise cost.
The foregoing description of the disclosed embodiments enables those skilled in the art to implement or use the present invention.
Various modifications to these embodiments will be readily apparent to those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention.Therefore, of the invention
It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one
The widest scope of cause.
Claims (1)
1. a kind of shear force wall reinforcing steel bar web frame construction method, using bundling device, it is characterised in that:
Bundling device includes pinch roller, screw rod, sleeve and rotating member；The pinch roller is plate-like, and the screw rod vertically connects the pinch roller；
The sleeve is sheathed on outside rotating member and the two is rotatedly connected；The rotating member is equipped with connecting hole, the connecting hole inner wall
With helical structure, the screw rod is connected to the connecting hole；The screw rod opposite connecting hole in connecting hole is axially moveable
When the rotating member can be driven to rotate；
Two perforation are symmetrically arranged on the rotating member, and the perforation is coaxially disposed with the connecting hole；The sleeve is close
The two sides of one end of the pinch roller are symmetrically arranged with two handles；The both ends of the sleeve inner are equipped with bearing, the rotating member
It is rotatablely connected by the bearing and the sleeve；
The rotating member includes connected interconnecting piece and work department, and the interconnecting piece protrudes into the sleeve and connects the axis
It holds；The working position is in the cartridge exterior；The outer diameter of the work department is greater than the interconnecting piece；The perforation is through described
Work department, the connecting hole run through the rotating member；Tied silk is placed in tied silk conveyer；
The tied silk conveyer includes cabinet and bracket, and the cabinet is placed on the bracket；The top of the box has can
The case lid of opening；The cabinet successively includes storage box, repeater box and the conveying box to connect from top to bottom；
The storage box has funnelform bottom；Gear that is openable or closing is equipped between the storage box and the repeater box
Plate；
The blend stop for stopping to tie silk whereabouts is equipped between the repeater box and the conveying box；The side wall activity of the repeater box
It is connected with the cutter that can cut off band on bundle silk；
The conveying box has Tui Si mechanism, and the Tui Si mechanism includes the push rod set on the conveying box side wall, the push rod
It can slide in the horizontal direction, be additionally provided with out wire hole in conveying box side wall, the push rod can be by the tied silk in conveying box from institute
State out wire hole release；
Tied silk is bypassed into reinforcing bar, by two perforation on two free ends insertion rotating member of tied silk；
By lower pressure wheel, rotates rotating member and two ends of tied silk is driven to rotate and wind, complete tying up for reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611104982.4A CN106522562B (en) | 2016-12-05 | 2016-12-05 | A kind of shear force wall reinforcing steel bar web frame construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611104982.4A CN106522562B (en) | 2016-12-05 | 2016-12-05 | A kind of shear force wall reinforcing steel bar web frame construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106522562A CN106522562A (en) | 2017-03-22 |
| CN106522562B true CN106522562B (en) | 2019-01-01 |
Family
ID=58354875
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611104982.4A Expired - Fee Related CN106522562B (en) | 2016-12-05 | 2016-12-05 | A kind of shear force wall reinforcing steel bar web frame construction method |
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Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH062433A (en) * | 1992-06-18 | 1994-01-11 | Osaka Rasenkan Kogyo Kk | Binding tool for wire |
| CN201214902Y (en) * | 2008-06-18 | 2009-04-01 | 浙江展诚建设集团股份有限公司 | Banding tool for reinforced bar binding wire |
| CN201377183Y (en) * | 2009-03-31 | 2010-01-06 | 覃坤 | Quick and portable hook |
| CN102400557A (en) * | 2011-11-16 | 2012-04-04 | 仝寿礼 | Reinforcing steel bar bundling gun |
| CN203654776U (en) * | 2013-11-25 | 2014-06-18 | 成都市翻鑫家科技有限公司 | Grip strength driven steel bar binding hook |
| CN203867193U (en) * | 2014-04-11 | 2014-10-08 | 董小闵 | Reinforcing steel bar binding machine |
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2016
- 2016-12-05 CN CN201611104982.4A patent/CN106522562B/en not_active Expired - Fee Related
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| CN106522562A (en) | 2017-03-22 |
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