CN207930145U - Steel reinforcement cage owner muscle interval controlling means - Google Patents
Steel reinforcement cage owner muscle interval controlling means Download PDFInfo
- Publication number
- CN207930145U CN207930145U CN201820242130.XU CN201820242130U CN207930145U CN 207930145 U CN207930145 U CN 207930145U CN 201820242130 U CN201820242130 U CN 201820242130U CN 207930145 U CN207930145 U CN 207930145U
- Authority
- CN
- China
- Prior art keywords
- steel reinforcement
- reinforcement cage
- control section
- main reinforcement
- cage main
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 230000002787 reinforcement Effects 0.000 title claims abstract description 107
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 49
- 239000010959 steel Substances 0.000 title claims abstract description 49
- 210000003205 muscle Anatomy 0.000 title abstract description 11
- 239000011241 protective layer Substances 0.000 claims abstract description 16
- 238000005553 drilling Methods 0.000 abstract description 3
- 238000003466 welding Methods 0.000 description 12
- 238000010276 construction Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model provides a main muscle interval controlling means of steel reinforcement cage, includes the crow bar, the one end of crow bar is fixed with the dead lever with crow bar parallel arrangement, the diameter of crow bar and fixed lever is not less than the diameter of main muscle, the front end that the front end of dead lever stretches out the crow bar is protective layer thickness control section, the part that the dead lever did not stretch out the crow bar is steel reinforcement cage owner muscle control section, the length and the drilling bored concrete pile protective layer thickness phase-match of protective layer thickness control section, the length and the main muscle interval phase-match of steel reinforcement cage owner muscle control section of steel reinforcement cage, the unsafe problem of drilling bored concrete pile steel reinforcement cage main muscle interval control can effectively be solved to this device, and the preparation is convenient, simple structure, low cost, green can use widely in a large number.
Description
Technical field
The utility model is related to a kind of steel reinforcement cage main reinforcement pitch control units.
Background technology
With the development of building trade, the height of building is higher and higher, in order to ensure that foundation bearing capacity carries out pile foundation work
Journey is constructed.The pile foundation engineering of mainstream mostly uses cast-in-situ bored pile at present.Borehole filling pile cage of reinforcement welding procedure, mainly by pre-
First in the position for putting more energy into hoop label main reinforcement, the welding procedure of main reinforcement and hoop of putting more energy into then is carried out.Although drilling can be accurately controlled
The spacing of filling pile cage of reinforcement main reinforcement, but it is long in the position for hoop standard main reinforcement of the putting more energy into consuming time in advance, and in main reinforcement and add
When strength hoop welds, it is accurate that hoop of putting more energy into is put, once hoop of putting more energy into puts inaccuracy, welded reinforcement cage is exactly caused to twist change
Shape.
Utility model content
The utility model proposes a kind of easy construction, quick, precise control steel reinforcement cage masters in view of the deficiencies of the prior art
Muscle pitch control unit.
The purpose of this utility model is achieved by using following technical proposals：
One end of a kind of steel reinforcement cage main reinforcement pitch control unit, including crowbar, the crowbar is fixed with set parallel with crowbar
The diameter of the fixed link set, the crowbar and fixed link is not less than the diameter of main reinforcement, and crowbar is stretched out in the front end of the fixed link
Front end is protective layer thickness control section, and the part that the fixed link does not extend out crowbar is steel reinforcement cage main reinforcement control section, the protection
The length of layer thickness control section matches with protective layer of cast-in-place pile thickness, the length and steel of the steel reinforcement cage main reinforcement control section
Muscle cage main reinforcement spacing matches.In use, the spacing of steel reinforcement cage main reinforcement is determined first, according to steel reinforcement cage main reinforcement pitch requirements along water
Square to two main reinforcements are well placed, hoop spot welding will be put more energy into wherein in a steel reinforcement cage main reinforcement, other steel reinforcement cage main reinforcements are placed in
On reinforcing cage processing platform, the present apparatus is then used, the front end of crowbar is pressed in welded steel reinforcement cage main reinforcement so that
Protective layer thickness control section is located at hoop inside of putting more energy into, and steel reinforcement cage main reinforcement to be welded is levered up by crowbar so as to be welded
Steel reinforcement cage main reinforcement falls the tail end in fixed link, then utilizes lever principle, agitating steel reinforcement cage main reinforcement makes it put more energy into to be welded
Hoop is in close contact, then by steel reinforcement cage main reinforcement and hoop contact point spot welding of putting more energy into, the welding of next main reinforcement is carried out after the completion of spot welding, directly
It welds and completes to all main reinforcements, be not necessarily in this way in the position of the upper steel reinforcement cage main reinforcement of label in advance of hoop of putting more energy into, and
Steel reinforcement cage main reinforcement accurate positioning, positioning, convenient welding, a worker can be completed in the present apparatus, and labour is greatly saved, and
And quick construction, conveniently.
The length of the protective layer thickness control section is 50mm.
The length of the steel reinforcement cage main reinforcement control section is 174mm.
In conclusion utility model device can effectively solve borehole filling pile cage of reinforcement main reinforcement spacing control inaccuracy
Problem, it is easy to make, it is simple in structure, it is of low cost, it is environmentally protective, it can be used with large-scale popularization.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the utility model usage state diagram.
Specific implementation mode
Below in conjunction with the accompanying drawings and specific example, a kind of specific implementation of steel reinforcement cage main reinforcement pitch control unit is described in detail
Mode.
As shown in Figure 1, 2, a kind of steel reinforcement cage main reinforcement pitch control unit, including crowbar 4, one end of the crowbar 4 are fixed
Have and is not less than the diameter of main reinforcement, the fixation with 4 fixed link 2 disposed in parallel of crowbar, the diameter of the crowbar 4 and fixed link 2
The front end that crowbar is stretched out in the front end of bar 2 is protective layer thickness control section 2, and the part that the fixed link 2 does not extend out crowbar is reinforcing bar
Cage main reinforcement control section 3, length and the protective layer of cast-in-place pile thickness of the protective layer thickness control section 2 match, the steel
The length A of muscle cage main reinforcement control section 3 matches with steel reinforcement cage main reinforcement spacing.In this example, the length of the protective layer thickness control section
Degree is 50mm.The length of the steel reinforcement cage main reinforcement control section is 174mm.
In use, determining the spacing of steel reinforcement cage main reinforcement 5 first, put in the horizontal direction according to 5 pitch requirements of steel reinforcement cage main reinforcement
It puts two steel reinforcement cage main reinforcements 5 well, hoop spot welding will be put more energy into wherein in a steel reinforcement cage main reinforcement 5, other steel reinforcement cage main reinforcements 5 are placed in
On reinforcing cage processing platform, the present apparatus is then used, the front end of crowbar is pressed in welded steel reinforcement cage main reinforcement so that
Protective layer thickness control section 2 is located at 6 inside of hoop of putting more energy into, and the other end of crowbar is lifted then up, by steel reinforcement cage master to be welded
Muscle is levered up by crowbar 4 so that steel reinforcement cage main reinforcement to be welded is supported on the tail end of fixed link, links with crowbar 4, then utilizes
Lever principle, agitating steel reinforcement cage main reinforcement makes it be in close contact with hoop of putting more energy into be welded, then steel reinforcement cage main reinforcement and hoop of putting more energy into are connect
Contact spot welding carries out the welding of next main reinforcement after the completion of spot welding, welds and completes until all main reinforcements, in this way without
Need to be in the position of the upper steel reinforcement cage main reinforcement of label in advance of hoop of putting more energy into, and the present apparatus is to steel reinforcement cage main reinforcement accurate positioning, positioning, welding
Convenient, a worker can be completed, and be greatly saved labour, and quick construction, conveniently.
Above-mentioned is preferred embodiments of the present invention, but those skilled in the art should be understood that and not depart from
In the spirit and scope of the utility model defined by the appended claims, the utility model is made in form and details
The various change gone out, belongs to the scope of protection of the utility model.
Claims (3)
1. a kind of steel reinforcement cage main reinforcement pitch control unit, it is characterised in that：Including crowbar, one end of the crowbar is fixed with and prizes
The diameter of thick stick fixed link disposed in parallel, the crowbar and fixed link is not less than the diameter of main reinforcement, and the front end of the fixed link is stretched
The front end for going out crowbar is protective layer thickness control section, and the part that the fixed link does not extend out crowbar is steel reinforcement cage main reinforcement control section,
The length of the protective layer thickness control section matches with protective layer of cast-in-place pile thickness, the steel reinforcement cage main reinforcement control section
Length matches with steel reinforcement cage main reinforcement spacing.
2. steel reinforcement cage main reinforcement pitch control unit according to claim 1, it is characterised in that：The protective layer thickness control
The length of section is 50mm.
3. steel reinforcement cage main reinforcement pitch control unit according to claim 1, it is characterised in that：The steel reinforcement cage main reinforcement control
The length of section is 174mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820242130.XU CN207930145U (en) | 2018-02-09 | 2018-02-09 | Steel reinforcement cage owner muscle interval controlling means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820242130.XU CN207930145U (en) | 2018-02-09 | 2018-02-09 | Steel reinforcement cage owner muscle interval controlling means |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207930145U true CN207930145U (en) | 2018-10-02 |
Family
ID=63652435
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820242130.XU Expired - Fee Related CN207930145U (en) | 2018-02-09 | 2018-02-09 | Steel reinforcement cage owner muscle interval controlling means |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207930145U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109623243A (en) * | 2019-01-07 | 2019-04-16 | 五冶集团上海有限公司 | A kind of manually digging hole filling pile steel reinforcement cage main reinforcement welding locating rod |
| CN110587206A (en) * | 2019-09-20 | 2019-12-20 | 五冶集团上海有限公司 | Auxiliary fixture for welding pile foundation reinforcement cage and using method thereof |
| CN111889861A (en) * | 2020-08-04 | 2020-11-06 | 新昌县南明街道益华机械厂 | Welding arm device of reinforcement cage seam welder |
| CN112355202A (en) * | 2020-09-27 | 2021-02-12 | 上海宝冶集团有限公司 | Cast-in-place pile reinforcement cage main rib mounting and positioning device and using method thereof |
-
2018
- 2018-02-09 CN CN201820242130.XU patent/CN207930145U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109623243A (en) * | 2019-01-07 | 2019-04-16 | 五冶集团上海有限公司 | A kind of manually digging hole filling pile steel reinforcement cage main reinforcement welding locating rod |
| CN110587206A (en) * | 2019-09-20 | 2019-12-20 | 五冶集团上海有限公司 | Auxiliary fixture for welding pile foundation reinforcement cage and using method thereof |
| CN111889861A (en) * | 2020-08-04 | 2020-11-06 | 新昌县南明街道益华机械厂 | Welding arm device of reinforcement cage seam welder |
| CN111889861B (en) * | 2020-08-04 | 2021-06-08 | 承德连利水泥制品有限公司 | Welding arm device of reinforcement cage seam welder |
| CN112355202A (en) * | 2020-09-27 | 2021-02-12 | 上海宝冶集团有限公司 | Cast-in-place pile reinforcement cage main rib mounting and positioning device and using method thereof |
| CN112355202B (en) * | 2020-09-27 | 2022-07-05 | 上海宝冶集团有限公司 | Cast-in-place pile reinforcement cage main rib mounting and positioning device and using method thereof |
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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: 20181002 |
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| CF01 | Termination of patent right due to non-payment of annual fee |