CN204238570U - The spiral adjuster of absolute altitude of frame ball node is installed - Google Patents
The spiral adjuster of absolute altitude of frame ball node is installed Download PDFInfo
- Publication number
- CN204238570U CN204238570U CN201420719766.0U CN201420719766U CN204238570U CN 204238570 U CN204238570 U CN 204238570U CN 201420719766 U CN201420719766 U CN 201420719766U CN 204238570 U CN204238570 U CN 204238570U
- Authority
- CN
- China
- Prior art keywords
- ball node
- absolute altitude
- frame ball
- steel pipe
- screw rod
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 17
- 239000010959 steel Substances 0.000 claims abstract description 17
- 239000000463 material Substances 0.000 claims abstract description 6
- 238000010276 construction Methods 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 230000001105 regulatory Effects 0.000 description 1
Abstract
The utility model discloses a kind of spiral adjuster of absolute altitude installing frame ball node, be made up of the upper and lower clamping plate be bolted bottom it, train wheel bridge is fixed with the hollow steel pipe of closed at both ends, the plectane that hollow steel pipe one end is closed has tapped screw, the screw rod that top is welded with nut by one end forms, and the screw of screw rod and plectane is connected.The utility model structure is dexterous, practical, easy and simple to handle, draw materials conveniently, can scaffolding steel pipe be directly used to process at construction site, cost of production is low, hollow section fixing on head plate and frame ball node are fitted closely, and upper and lower clamping plate and scaffold are connected firmly, and solve use jack and easily to slide the potential safety hazard caused, its cost, lower than jack, can save a large amount of construction cost.
Description
Technical field
The utility model belongs to steel grid structure installation technical field of tools, is specifically related to a kind of spiral adjuster of absolute altitude that conveniently can adjust the installation frame ball node of steel grid structure bolted spherical node absolute altitude.
Background technology
Adopt on scaffold during high altitude bulk space truss structure, temporary support must be set under ball node, this temporary support needs the absolute altitude that can stretch to adjust ball node in the vertical direction, jack is used in existing steel grid structure installation, but easily slide during use jack and cause potential safety hazard, and the jack quantity that need use when the rack set up is larger is more, construction cost is higher.
Summary of the invention
The technical problems to be solved in the utility model is the spiral adjuster of absolute altitude providing a kind of installation frame ball node used during high altitude bulk space truss structure on scaffold, this adjuster can easily, accurately, the absolute altitude of adjustment ball node of safety, and cost is low reusable, reduce construction cost.
To achieve these goals, the technical solution that the utility model is taked is:
A kind of spiral adjuster of absolute altitude installing frame ball node, it is characterized in that, bottom is made up of the upper and lower clamping plate be bolted, train wheel bridge is fixed with the hollow steel pipe of closed at both ends, the plectane of hollow steel pipe upper end closed has tapped screw, screw coordinates with screw rod, and the top of screw rod is welded with nut.
In order to obtain better technique effect, there is head plate in the welded top of nut; Head plate is welded with and the hollow circular-tube installing ball form fit; Described upper and lower clamping plate are square plate; Described nut and screw rod are No. 45 steel, and all the other materials are Q235B.
The utility model structure is dexterous, practical, easy and simple to handle, draw materials conveniently, can scaffolding steel pipe be directly used to process at construction site, cost of production is low, hollow section fixing on head plate and frame ball node are fitted closely, and upper and lower clamping plate and scaffold are connected firmly, and solve use jack and easily to slide the potential safety hazard caused, its cost, lower than jack, can save a large amount of construction cost.
Accompanying drawing explanation
Fig. 1 the utility model structural representation;
Fig. 2 the utility model embodiment Circular plate structure schematic diagram;
Fig. 3 the utility model embodiment clamping plate top view;
Fig. 4 the utility model embodiment using state schematic diagram.
Detailed description of the invention
The utility model content is elaborated further below in conjunction with drawings and Examples.
Install the spiral adjuster of absolute altitude of frame ball node, be made up of bottom it the upper and lower clamping plate 12,11 connected by bolt 3, upper and lower clamping plate 12,11 plate is square plate, and clamping plate 1 are provided with two bolts hole 13 through bolt 3; Train wheel bridge 12 is fixed with the hollow steel pipe 4 of closed at both ends, the plectane 41 that hollow steel pipe 4 one end is closed has tapped screw 42; The screw rod 5 that the top of spiral adjuster is welded with nut 6 by one end forms, and has head plate 61 in the welded top of nut 6; Head plate 61 is welded with the hollow section 62 with frame ball node 8 form fit; Screw rod 5 is connected with the screw 42 of plectane 41; Above-mentioned nut 6, screw rod 5, bolt 3 are No. 45 steel, and all the other materials are Q235B material steel.
During construction, the head plate 61 top of the utility model device being welded with hollow section 62 is placed on the lower end of the frame ball node 8 that need arrange temporary support, the cross bar 7 more upper and lower clamping plate 12,11 of this device being clipped in scaffold make itself and scaffold cross bar 7 fastening by the bolt 3 on fastening upper and lower clamping plate 12,11, then the nut 6 being welded in screw rod 2 upper end is rotated with spanner, make head plate 61 raise or reduce, play the effect regulating frame ball node absolute altitude.
Claims (5)
1. one kind the spiral adjuster of absolute altitude of frame ball node is installed, it is characterized in that, bottom is made up of the upper and lower clamping plate be bolted, train wheel bridge is fixed with the hollow steel pipe of closed at both ends, the plectane of hollow steel pipe upper end closed has tapped screw, screw coordinates with screw rod, and the top of screw rod is welded with nut.
2. the spiral adjuster of absolute altitude installing frame ball node as claimed in claim 1, is characterized in that there is head plate in the welded top of nut.
3. the spiral adjuster of absolute altitude installing frame ball node as claimed in claim 2, is characterized in that, head plate is welded with and the hollow circular-tube installing ball form fit.
4. the spiral adjuster of absolute altitude installing frame ball node as claimed in claim 1 or 2, it is characterized in that, described upper and lower clamping plate are preferably square plate.
5. the spiral adjuster of absolute altitude installing frame ball node as claimed in claim 1 or 2, it is characterized in that, described nut and screw rod are No. 45 steel, and all the other materials are Q235B.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420719766.0U CN204238570U (en) | 2014-11-27 | 2014-11-27 | The spiral adjuster of absolute altitude of frame ball node is installed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420719766.0U CN204238570U (en) | 2014-11-27 | 2014-11-27 | The spiral adjuster of absolute altitude of frame ball node is installed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204238570U true CN204238570U (en) | 2015-04-01 |
Family
ID=52768083
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420719766.0U Expired - Fee Related CN204238570U (en) | 2014-11-27 | 2014-11-27 | The spiral adjuster of absolute altitude of frame ball node is installed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204238570U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284648A (en) * | 2016-08-08 | 2017-01-04 | 浙江锦鑫建设工程有限公司 | A kind of space net rack building method with spiral regulation support unit |
| CN107060098A (en) * | 2017-04-20 | 2017-08-18 | 陆汉时 | A kind of high-altitude wire frame Steel Structure Installation method based on sliding platform |
| CN107299767A (en) * | 2017-06-23 | 2017-10-27 | 中国冶集团有限公司 | It is a kind of to rotate absolute altitude setting means and establishing method that steel ladder makes applied to box-type section helical-blade sheet |
| CN109235902A (en) * | 2018-09-26 | 2019-01-18 | 中建钢构有限公司 | Positive quadrangular pyramid bolt-ball net frame multi-point support high-altitude dissipates splicing method |
-
2014
- 2014-11-27 CN CN201420719766.0U patent/CN204238570U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284648A (en) * | 2016-08-08 | 2017-01-04 | 浙江锦鑫建设工程有限公司 | A kind of space net rack building method with spiral regulation support unit |
| CN107060098A (en) * | 2017-04-20 | 2017-08-18 | 陆汉时 | A kind of high-altitude wire frame Steel Structure Installation method based on sliding platform |
| CN107299767A (en) * | 2017-06-23 | 2017-10-27 | 中国冶集团有限公司 | It is a kind of to rotate absolute altitude setting means and establishing method that steel ladder makes applied to box-type section helical-blade sheet |
| CN109235902A (en) * | 2018-09-26 | 2019-01-18 | 中建钢构有限公司 | Positive quadrangular pyramid bolt-ball net frame multi-point support high-altitude dissipates splicing method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204238570U (en) | The spiral adjuster of absolute altitude of frame ball node is installed | |
| CN204781970U (en) | Template fixing device with adjustable | |
| CN204919346U (en) | Knotted bar iron strutting arrangement that detached pier bent cap is adjustable | |
| CN204920263U (en) | But height -adjusting's guardrail | |
| CN204112698U (en) | A kind of scaffold base of adjustable angle for building | |
| CN204510804U (en) | A kind of Multifunctional building template bracing frame | |
| CN204023791U (en) | Embedding anchor bolts device | |
| CN204492192U (en) | A kind of building form tension and compression rod member | |
| CN204057560U (en) | Be attached to attached wall connection structure in the jacking system of section | |
| CN204717144U (en) | A kind of concrete pump pipe setting tool cribbing | |
| CN204692772U (en) | A kind of combination type supporting device for petroleum pipeline | |
| CN204466421U (en) | For the support bar of agricultural booth | |
| CN204386188U (en) | A kind of bracket of adjustable setting height(from bottom) | |
| CN204199667U (en) | Detachable builder's jack corner tripod | |
| CN203050096U (en) | Adjusting device for support frame for building boards | |
| CN205101349U (en) | Screw of building scaffold | |
| CN205118450U (en) | Concrete pump pipe fixing device | |
| CN203868610U (en) | Adjusting nut of foundation | |
| CN203325737U (en) | Adjustable brake pull-rod | |
| CN204435810U (en) | A kind of braced structures for building | |
| CN203947594U (en) | A kind of adjustable crab-bolt of combination that is applicable to steel column installation | |
| CN204024089U (en) | Architectural workpieces bearing height adjusting device | |
| CN204055419U (en) | Cantilever base device for installing and adjusting | |
| CN203684709U (en) | Adjusting device for assembly inclination angle of truss of steel structure | |
| CN204370688U (en) | Beam column of steel structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150401 Termination date: 20201127 |