CN206539032U - Bar spacing register control and its system - Google Patents
Bar spacing register control and its system Download PDFInfo
- Publication number
- CN206539032U CN206539032U CN201720136476.7U CN201720136476U CN206539032U CN 206539032 U CN206539032 U CN 206539032U CN 201720136476 U CN201720136476 U CN 201720136476U CN 206539032 U CN206539032 U CN 206539032U
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- China
- Prior art keywords
- register control
- bar
- chute
- spacing
- bolt
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 60
- 239000010959 steel Substances 0.000 claims abstract description 60
- 230000002787 reinforcement Effects 0.000 claims description 35
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 238000003466 welding Methods 0.000 claims description 3
- 229910000679 solder Inorganic materials 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 239000002699 waste material Substances 0.000 abstract description 3
- 210000003205 muscle Anatomy 0.000 description 7
- 238000010586 diagram Methods 0.000 description 3
- 230000001276 controlling effect Effects 0.000 description 2
- 230000012447 hatching Effects 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
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Abstract
The utility model provides a kind of bar spacing register control and its system, including:Chute is provided with supporting frame, support frame as described above body;Multiple adjusting parts, to each other away from slidably adjust in the chute.The utility model is by being provided with chute in supporting frame, have that multiple adjusting parts slidably adjust in the chute, the technical problem that bar spacing is difficult to position and controlled is solved, the technique effect of convenience and reliable positioning and control to bar spacing has been reached.Spacing between the controller adjusting part adjacent by adjusting that the utility model is provided, is applicable to design on the different wall steel bar of spacing, and removes after use, repeats and utilizes, easy construction, positioning is reliable, and unnecessary energy waste is not caused.
Description
Technical field
The utility model is related to technical field of building construction, relate in particular to a kind of bar spacing register control and its
System.
Background technology
The bar spacing control method constructed at this stage, mainly there is two kinds:The first is setting-out colligation, and operative needs many
Secondary drawing chi setting-out, it is cumbersome;Second is to weld ladder reinforcing bar and spacer bar, but ladder reinforcing bar and spacer bar need to carry
The reinforcing bar of a high specification, compares waste and needs to expend substantial amounts of welding manually.
Utility model content
In view of the foregoing, the utility model provides a kind of bar spacing register control, solves in construction between reinforcing bar
Away from the technical problem for being difficult to position and controlling.
To achieve the above object, the utility model is adopted the technical scheme that:
A kind of bar spacing register control, including:Chute is provided with supporting frame, support frame as described above body;Multiple regulations
Component, to each other away from slidably adjust in the chute.
The utility model bar spacing register control further improvement is that, the adjusting part include bolt and spiral shell
Cap, the nut is non-rotatable in the chute, and the bolt is by placing the nut with slidably located at institute
State in chute, the end of the bolt is stretched out outside the chute.
The utility model bar spacing register control further improvement is that, support frame as described above body include band steel and side
Pipe, it is one group to make square tube secure bond described in band steel described in one and one, and two groups of band steels and square tube through secure bond are set up in parallel
And be connected between its both ends by connector, define support frame as described above body towards the side of the band steel be the first side,
Support frame as described above body is the second side towards the side of the square tube, and the bolt is worn simultaneously from the described first lateral second side
Fixed by nut, be formed between two band steels between the first space, two square tubes and be formed with Second gap, first space and
Second gap is collectively forming the chute, and the diameter of the width and the bolt in first space matches, the nut position
In in the Second gap and being placed on the band steel.
The utility model bar spacing register control further improvement is that, the band steel and the square tube pass through weldering
Connect or screw lock secure bond.
The utility model bar spacing register control further improvement is that, the connector be steel bar end, two groups
The band steel and square tube pass through the steel bar end solder bond.
In addition, the utility model additionally provides a kind of vertical reinforcement spacing register control system, to control to be built up in
The spacing of vertical reinforcement in foundation structure, it includes multiple above-mentioned bar spacing register controls, multiple bar spacings
Register control horizontal positioned is simultaneously fixed with vertical reinforcement colligation, the vertical reinforcement and multiple bar spacing location controls
The bolt colligation of device is fixed.
The utility model vertical reinforcement spacing register control system further improvement is that, the vertical reinforcement and institute
The part colligation outside the bolt stretching chute is stated to fix.
In addition, the utility model also provides a kind of transverse steel spacing register control system, to control and vertical steel
The spacing of muscle transverse steel arranged in a crossed manner, the vertical reinforcement is built in foundation structure, and it is included between multiple above-mentioned reinforcing bars
Away from register control, multiple bar spacing register controls are vertically placed and fixed with vertical reinforcement colligation arranged side by side,
Transverse steel is erected on the bolt and fixed with the vertical reinforcement colligation.
The utility model transverse steel spacing register control system further improvement is that, colligation is in the vertical steel
On muscle adjacent two described in bar spacing register control be fixedly connected.
The utility model transverse steel spacing register control system further improvement is that, colligation is in the vertical steel
On muscle adjacent two described in bar spacing register control be fixedly connected by Screw arbor with nut at both-ends.
The beneficial effects of the utility model are that the utility model is provided with chute in supporting frame, there is multiple regulation groups
Part in the chute, indicates bar spacing with the spacing between adjusting part, reached with slidably adjusting its spacing
The convenient and reliable technique effect for being positioned and being controlled to bar spacing.The controller that the utility model is provided passes through adjustment
Spacing between adjusting part, is applicable to design on the different wall steel bar of spacing, and removes after use, repeats profit
With easy construction, positioning is reliable, and unnecessary energy waste is not caused.
Brief description of the drawings
Fig. 1 is the planar structure schematic diagram of the utility model bar spacing register control.
Fig. 2 is diagrammatic cross-section of the utility model bar spacing register control along the A-A hatching lines in Fig. 1.
Fig. 3 is diagrammatic cross-section of the utility model bar spacing register control along the B-B hatching lines in Fig. 1.
Fig. 4 is the use state schematic diagram that the utility model bar spacing register control controls vertical reinforcement spacing.
Fig. 5 is the use state schematic diagram that the utility model bar spacing register control controls transverse steel spacing.
The corresponding relation of reference and part is as follows:
1- supporting frames, 2- adjusting parts, 3- chutes, 4- connectors, 5- foundation structures, 6- vertical reinforcements, 7- transverse direction steel
Muscle, 8- Screw arbor with nut at both-ends, the spaces of 10- first, 20- Second gaps, 11- band steels, 12- square tubes, 21- bolts, 22- nuts.
Embodiment
For the benefit of understand of the present utility model, illustrated below in conjunction with drawings and Examples.
Fig. 1 to Fig. 5 is referred to, the utility model provides a kind of bar spacing locator and its system, the bar spacing
Locator includes supporting frame 1 and multiple adjusting parts 2.Wherein:
Refering to Fig. 1, bar spacing locator provided by the utility model includes supporting frame 1 and multiple adjusting parts 2,
Chute 3 is provided with supporting frame 1, multiple adjusting parts 2 are located in chute 3 and to each other away from slidably adjusting, in use, will adjust
Section component 2 between spacing slided into chute it is identical with the spacing for the reinforcing bar to be controlled, with the spacing between adjusting part 2
To indicate bar spacing, the purpose of positioning and control bar spacing is reached.
Refering to Fig. 2 and Fig. 3, as a preferred embodiment, adjusting part 2 includes bolt 21 and nut 22, nut
22 is non-rotatable inside chute 3, and bolt 21 is by placing nut 22 to be slidably located in chute 3, and bolt 21
End section stretch out chute 3 outside.
In the present embodiment, supporting frame 1 includes band steel 11 and square tube 12, makes a band steel 11 and a square tube be fixedly connected as
One group, two groups of band steels 11 and square tube 12 Jing Guo secure bond are set up in parallel and its both ends is connected by connector 4, fixed
Adopted supporting frame 1 towards the side of band steel 11 be the first side, supporting frame 1 towards the side of square tube 12 be the second side, bolt 21
Wear and fixed by nut 22 from the first lateral second side, be formed with the first space 10 between two band steels 11, two square tubes 12 it
Between be formed with Second gap 20, first space 10 and Second gap 20 collectively form chute 3, and the diameter of bolt 21 is slightly less than
The width in the first space 10 is so that bolt 21 can be worn out of first space 10, and the head sizes of bolt 21 are more than the first space
10 width is to ensure that bolt 21 will not come off out of chute 3, and nut 22 is located in Second gap 20 and is placed on band steel 11.
In the present embodiment, width small 1-2mm of the diameter than the first space 10 of bolt 21.
It is preferred that band steel 11 and square tube 12 are combined welding or by way of self-tapping screw screw lock, connector 4 is useless
Steel bar end, useless steel bar end is welded on two groups of band steels 11 and the end position of square tube 12, and can be actually needed and welded in Intermediate View
Connect reinforcing.
Refering to Fig. 4, the utility model also provides a kind of vertical reinforcement spacing register control system, to control to be built up in
The spacing of vertical reinforcement 6 in foundation structure 5, the foundation structure 5 can be bottom plate to be poured or floor plates, the control
Device system includes multiple above-mentioned bar spacing register controls, multiple above-mentioned bar spacing register control horizontal positioneds, in cunning
The spacing of regulating bolt 21 makes the spacing between the spacing between bolt 21 and vertical reinforcement 6 identical in groove 3, vertical reinforcement 6 with
The part that bolt 22 is stretched out outside chute 3 is fixed by tied silk colligation, reaches the effect of control bottom vertical reinforcement spacing.
Refering to Fig. 5, the utility model also provides a kind of transverse steel spacing register control system, to control and vertically
The spacing of the transverse steel 7 arranged in a crossed manner of reinforcing bar 6, the vertical reinforcement 6 is built in foundation structure 5, and the foundation structure 5 is
The bottom plate or floor plates poured, the controller system includes multiple above-mentioned bar spacing register controls, multiple above-mentioned steel
Muscle spacing register control is vertically placed and fixed with the colligation arranged side by side of vertical reinforcement 6, is adjusted the spacing of adjacent bolt 21 and is made it
Identical with the spacing for the transverse steel 7 to be controlled, transverse steel 7 is erected on the bolt 21 of controller and tied up with vertical reinforcement 6
Prick fix, with this, transverse steel 7 by controller position spacing after with the colligation of vertical reinforcement 6, it is time saving and energy saving, construct it is convenient
Efficiently.As a kind of preferably embodiment, Screw arbor with nut at both-ends is passed through between adjacent two controller that the colligation of vertical reinforcement 6 is fixed
8 are fixedly connected, and are set up so that controller is firm, and Screw arbor with nut at both-ends 8 is removed after the colligation of transverse steel 7 is finished.
The present embodiment is implemented in wall colligation:It is vertical to place bar spacing register control and and vertical steel
The colligation arranged side by side of muscle 6 is fixed, and every two meters are fixed one group, and transverse steel 7 is erected on the bolt 21 of controller, and by transverse steel
7 fix with the colligation of vertical reinforcement 6, reach the purpose of the control spacing of transverse steel 7;Another group controller is lain in a horizontal plane in wall
Middle part is simultaneously fixed with the colligation of vertical reinforcement 6, reaches the purpose of the spacing of control wall bottom vertical reinforcement 6, then horizontal positioned
Controller remove and on move on to below face layer plate 30-50cm at, then place wall first half transverse steel 7, and transverse direction
Reinforcing bar 7 is fixed with the colligation of vertical reinforcement 6, finally removes the controller vertically placed, in case recycling next time.
The present embodiment is implemented when controlling joint bar:In wall joint bar, bar spacing register control is put
The place of joint bar need to used by putting, and adjusted spacing of the adjacent bolt 21 in chute 3, inserted reinforcing bar, and colligation is on bottom plate muscle,
Two controller Screw arbor with nut at both-ends 8 are fixed as one group again, in 30-50cm eminences, the colligation of vertical reinforcement 6 controller spiral shell
On bolt 21, casting concrete waits and controller is removed after concrete setting.
The utility model is described in detail above in association with drawings and Examples, those skilled in the art can
Many variations example is made to the utility model according to the above description.Thus, some of embodiment details should not be constituted to this reality
With new restriction, the utility model regard the scope defined using appended claims as protection domain of the present utility model.
Claims (10)
1. a kind of bar spacing register control, it is characterised in that including:
Chute is provided with supporting frame, support frame as described above body;
Multiple adjusting parts, to each other away from slidably adjust in the chute.
2. bar spacing register control according to claim 1, it is characterised in that:The adjusting part include bolt and
Nut, the nut is non-rotatable in the chute, and the bolt is by placing the nut to be slidably located at
In the chute, the end of the bolt is stretched out outside the chute.
3. bar spacing register control according to claim 2, it is characterised in that:Support frame as described above body include band steel and
Square tube, it is one group to make square tube secure bond described in band steel described in one and one, and two groups of band steels and square tube through secure bond are set side by side
Put and be connected between its end by connector, define support frame as described above body towards the side of the band steel be the first side,
Support frame as described above body is the second side towards the side of the square tube, and the bolt is worn simultaneously from the described first lateral second side
Fixed by nut, be formed between two band steels between the first space, two square tubes and be formed with Second gap, first space and
Second gap is collectively forming the chute, and the diameter of the width and the bolt in first space matches, the nut position
In in the Second gap and being placed on the band steel.
4. bar spacing register control according to claim 3, it is characterised in that:The band steel passes through with the square tube
Welding or screw lock secure bond.
5. bar spacing register control according to claim 3, it is characterised in that:The connector is steel bar end, two
The group band steel and square tube pass through the steel bar end solder bond.
6. a kind of vertical reinforcement spacing register control system, to control to be built up between the vertical reinforcement in foundation structure
Away from, it is characterised in that:The controller system includes multiple bar spacing positioning controls as any one of claim 2-5
Device processed, multiple bar spacing register control horizontal positioneds, the vertical reinforcement is controlled with multiple bar spacing positioning
The bolt colligation of device processed is fixed.
7. vertical reinforcement spacing register control system according to claim 6, it is characterised in that:The vertical reinforcement with
The part colligation that the bolt is stretched out outside the chute is fixed.
8. a kind of transverse steel spacing register control system, to control between transverse steel that vertical reinforcement is arranged in a crossed manner
Away from the vertical reinforcement is built in foundation structure, it is characterised in that:It includes multiple such as any one of claim 2-5 institutes
The bar spacing register control stated, multiple bar spacing register controls are vertically placed and arranged side by side with the vertical reinforcement
Colligation is fixed, and the transverse steel is erected on the bolt and fixed with the vertical reinforcement colligation.
9. transverse steel spacing register control system according to claim 8, it is characterised in that:Colligation is in described vertical
On reinforcing bar adjacent two described in bar spacing register control be fixedly connected.
10. transverse steel spacing register control system according to claim 8, it is characterised in that:Colligation is in described perpendicular
It is fixedly connected to bar spacing register control described in adjacent two on reinforcing bar by Screw arbor with nut at both-ends.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720136476.7U CN206539032U (en) | 2017-02-15 | 2017-02-15 | Bar spacing register control and its system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720136476.7U CN206539032U (en) | 2017-02-15 | 2017-02-15 | Bar spacing register control and its system |
Publications (1)
Publication Number | Publication Date |
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CN206539032U true CN206539032U (en) | 2017-10-03 |
Family
ID=59945945
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CN201720136476.7U Expired - Fee Related CN206539032U (en) | 2017-02-15 | 2017-02-15 | Bar spacing register control and its system |
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CN (1) | CN206539032U (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108487649A (en) * | 2018-03-26 | 2018-09-04 | 中国十七冶集团有限公司 | A kind of bracket and its application method for reinforcing bar binding |
CN108547620A (en) * | 2018-04-27 | 2018-09-18 | 铁建重工新疆有限公司 | A kind of reinforcing bar row installation system |
CN108643456A (en) * | 2018-05-21 | 2018-10-12 | 江苏省交通工程集团有限公司 | A kind of installs fixture of overmolded main reinforcement |
CN108708500A (en) * | 2018-06-05 | 2018-10-26 | 苏交科集团检测认证有限公司 | A kind of new reinforcing steel bar spacing fixture |
CN108789816A (en) * | 2018-06-27 | 2018-11-13 | 中国冶集团有限公司 | A kind of positioning of detachable reinforcing steel and binding device and its construction method |
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 |
CN111236538A (en) * | 2020-02-24 | 2020-06-05 | 徐州市城市轨道交通有限责任公司 | Clamp for controlling thickness of steel bar protective layer in concrete structure and construction process |
-
2017
- 2017-02-15 CN CN201720136476.7U patent/CN206539032U/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108487649A (en) * | 2018-03-26 | 2018-09-04 | 中国十七冶集团有限公司 | A kind of bracket and its application method for reinforcing bar binding |
CN108547620A (en) * | 2018-04-27 | 2018-09-18 | 铁建重工新疆有限公司 | A kind of reinforcing bar row installation system |
CN108643456A (en) * | 2018-05-21 | 2018-10-12 | 江苏省交通工程集团有限公司 | A kind of installs fixture of overmolded main reinforcement |
CN108708500A (en) * | 2018-06-05 | 2018-10-26 | 苏交科集团检测认证有限公司 | A kind of new reinforcing steel bar spacing fixture |
CN108789816A (en) * | 2018-06-27 | 2018-11-13 | 中国冶集团有限公司 | A kind of positioning of detachable reinforcing steel and binding device and its construction method |
CN108789816B (en) * | 2018-06-27 | 2020-08-18 | 中国一冶集团有限公司 | Detachable steel bar positioning and binding device and construction method thereof |
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 |
CN111236538A (en) * | 2020-02-24 | 2020-06-05 | 徐州市城市轨道交通有限责任公司 | Clamp for controlling thickness of steel bar protective layer in concrete structure and construction process |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171003 |
|
CF01 | Termination of patent right due to non-payment of annual fee |