CN106149744A - Pile foundation steel bar cage skeletal support device and construction method - Google Patents
Pile foundation steel bar cage skeletal support device and construction method Download PDFInfo
- Publication number
- CN106149744A CN106149744A CN201610730709.6A CN201610730709A CN106149744A CN 106149744 A CN106149744 A CN 106149744A CN 201610730709 A CN201610730709 A CN 201610730709A CN 106149744 A CN106149744 A CN 106149744A
- Authority
- CN
- China
- Prior art keywords
- expansion link
- reinforcement cage
- cage skeleton
- bar
- pile foundation
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of pile foundation steel bar cage skeletal support device installed with convenient disassembly and construction method.A kind of pile foundation steel bar cage skeletal support device, including at least two expansion link, on expansion link, two ends are provided with card groove seat, the groove that the reinforcing bar with reinforcement cage skeleton matches is had in card groove seat, groove relative telescopic bar eccentric setting, card groove seat is provided with anchor connector, and the anchor connector other end is connected with expansion link.Reinforcement cage skeleton support means construction method, during installation, just anchors expansion link wherein one end with reinforcement cage skeleton, then by adjustable telescopic rod length, until the other end holds out against reinforcement cage skeleton and anchors, completes the installation of whole support；During dismounting, first remove the anchor connector in expansion link card groove seat, then telescopic adjustment expansion link, make expansion link depart from reinforcement cage skeleton, take expansion link away, complete dismounting.
Description
Technical field
The present invention relates to a kind of support means, be specifically related to a kind of pile foundation steel bar cage skeletal support device and construction method,
Belong to traffic engineering field.
Background technology
Pile foundation steel bar cage skeletal support is temporary support structure, mainly for ensureing that steel reinforcement cage is in processing and storage period
Between globality, when reinforcing bar cage hoisting is transferred, support frame will be removed, and general use spiral as skeletal support.
Using this supporting construction, spacer bar uses with reinforcement cage skeleton and is welded to connect, and vapour need to be used to cut method remove during dismounting, supporting steel
After muscle is once cut, size will shorten, it is impossible to continuing turnover and use, economic performance is relatively low；In use, spacer bar
In welding repeatedly with cutting, need to consume substantial amounts of raw material；Support frame is disposable input, it is impossible to turnaround cycle profit
With, service efficiency is low.
Summary of the invention
For above-mentioned technical problem, the present invention provides a kind of pile foundation steel bar cage skeletal support device installed with convenient disassembly
And construction method.
The present invention is by the following technical solutions:
A kind of pile foundation steel bar cage skeletal support device, including at least two expansion link, on expansion link, two ends are provided with card groove seat, draw-in groove
Having the groove that the reinforcing bar with reinforcement cage skeleton matches on seat, groove relative telescopic bar eccentric setting, card groove seat is provided with anchor
Be connected fitting, and the anchor connector other end is connected with expansion link.
The preferred embodiment for the present invention, expansion link is two, and is mutually perpendicular to arranged crosswise cross.
The preferred embodiment for the present invention, expansion link includes that inner bracing piece, inner bracing piece two ends are set with outer support bar, prop up outward
Being provided with locking device between strut and inner bracing piece, locking device includes the locking screw being arranged on the outer surface of inner bracing piece
Bolt and the locked groove being arranged on outer support bar, locked groove is strip.
In above-mentioned preferred implementation either type, anchor connector is body or the anchoring clamp of being flexible coupling.
In above-mentioned preferred implementation either type, channel section is arc.
A kind of reinforcement cage skeleton support means construction method, during installation, by expansion link wherein one end with reinforcement cage skeleton just
Anchor, then by adjustable telescopic rod length, until the other end holds out against reinforcement cage skeleton and anchors, complete the peace of whole support
Dress；During dismounting, first remove the anchor connector in expansion link card groove seat, then telescopic adjustment expansion link, make expansion link and steel reinforcement cage
Skeleton departs from, and takes expansion link away, completes dismounting.
The invention has the beneficial effects as follows:
1, pile foundation steel bar cage skeletal support device uses assembling combinative structure, simple in construction, and turnover utilization rate capable of circulation is high.
2, anchoring piece is used to be connected between support means with reinforcement cage skeleton, workable.
3, expansion link end uses eccentric notch, solves a cross members eccentric force difficult problem, it is achieved that
Strut plane force request.
4, total easy installation and removal, efficiency of construction is high, strong adaptability, good economy performance.
Accompanying drawing explanation
Fig. 1 is the schematic front view of the present invention.
Fig. 2 is single Telescopic rod structure schematic diagram.
Fig. 3 is the A portion enlarged diagram of Fig. 2.
In figure 1, expansion link, 2, reinforcement cage skeleton, 3, inner bracing piece, 4, outer support bar, 5, clamping screw, 6, anchor connection
Part, 7. locked groove, 8. groove.
Detailed description of the invention
For making the purpose of the present invention, technical scheme and advantage clearer, develop simultaneously embodiment referring to the drawings, right
The present invention further describes.
A kind of pile foundation steel bar cage skeletal support device, expansion link 1 is two, and is mutually perpendicular to arranged crosswise cross, stretches
On contracting bar 1, two ends are provided with card groove seat, and card groove seat has the groove that cross section is arc that the reinforcing bar with reinforcement cage skeleton 2 matches
8, groove 8 relative telescopic bar 1 eccentric setting, card groove seat is provided with anchor connector 6, anchor connector 6 other end and expansion link 1
Connect.
In the present embodiment, expansion link 1 includes that inner bracing piece 3, inner bracing piece 3 two ends are set with outer support bar 4, inner bracing piece
3 make for concentric steel pipe with outer support bar 4, are provided with locking device, locking device bag between outer support bar 4 and inner bracing piece 3
Including the clamping screw 5 on the outer surface being arranged on inner bracing piece 3 and the locked groove 7 being arranged on outer support bar 4, locked groove 7 is strip
Shape, it is possible to achieve the length adjustment to expansion link 1.
In the present embodiment, anchor connector 6 is body or the anchoring clamp of being flexible coupling.
A kind of reinforcement cage skeleton support means construction method, during installation, by expansion link 1 wherein one end and reinforcement cage skeleton 2
Just anchor, then by adjustable telescopic rod 1 length, until the other end holds out against reinforcement cage skeleton 2 and anchors, complete whole support
Installation；During dismounting, first remove the anchor connector 6 in expansion link 1 card groove seat, then telescopic adjustment expansion link 1, make expansion link 1
Depart from reinforcement cage skeleton 2, take expansion link 1 away, complete dismounting.
Above-mentioned detailed description of the invention is only the concrete case of the present invention, is not the restriction that the present invention makees other form,
Any those skilled in the art are changed possibly also with the technology contents of the disclosure above or are modified as equivalent variations
Equivalent implementations.But every without departing from the technology of the present invention principle on the premise of, according to the present invention technical spirit to more than
Any simple modification, equivalent variations and the remodeling that embodiment is made, all should fall into the scope of patent protection of the present invention.
Claims (6)
1. a pile foundation steel bar cage skeletal support device, it is characterised in that: including at least two expansion link, on expansion link, two ends set
There is card groove seat, card groove seat has the groove that the reinforcing bar with reinforcement cage skeleton matches, groove relative telescopic bar eccentric setting, card
Groove seat is provided with anchor connector, and the anchor connector other end is connected with expansion link.
2. pile foundation steel bar cage skeletal support device as claimed in claim 1, it is characterised in that: expansion link is two, and the most vertical
Straight arranged crosswise cross.
3. pile foundation steel bar cage skeletal support device as claimed in claim 1, it is characterised in that: expansion link includes inner bracing piece, interior
Support bar two ends are set with outer support bar, are provided with locking device between outer support bar and inner bracing piece, and locking device includes setting
Putting the clamping screw on the outer surface of inner bracing piece and the locked groove being arranged on outer support bar, locked groove is strip.
4. such as claim 1 or 2 or 3 reinforcement cage skeleton support means, it is characterised in that: anchor connector is body or the anchor of being flexible coupling
Gu clamp.
5. such as claim 1 or 2 or 3 reinforcement cage skeleton support means, it is characterised in that: channel section is arc.
6. a claim 1 or 2 or 3 reinforcement cage skeleton support means construction method, it is characterised in that:
During installation, expansion link wherein one end is just anchored with reinforcement cage skeleton, then by adjustable telescopic rod length, until separately
One end holds out against reinforcement cage skeleton and anchors, and completes the installation of whole support；
During dismounting, first remove the anchor connector in expansion link card groove seat, then telescopic adjustment expansion link, make expansion link and steel reinforcement cage
Skeleton departs from, and takes expansion link away, completes dismounting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610730709.6A CN106149744A (en) | 2016-08-26 | 2016-08-26 | Pile foundation steel bar cage skeletal support device and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610730709.6A CN106149744A (en) | 2016-08-26 | 2016-08-26 | Pile foundation steel bar cage skeletal support device and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106149744A true CN106149744A (en) | 2016-11-23 |
Family
ID=57342885
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610730709.6A Pending CN106149744A (en) | 2016-08-26 | 2016-08-26 | Pile foundation steel bar cage skeletal support device and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106149744A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797568A (en) * | 2018-06-27 | 2018-11-13 | 中铁二局集团有限公司 | A kind of support member and its application method of steel reinforcement cage |
| CN109484725A (en) * | 2018-11-02 | 2019-03-19 | 安徽金龙山葛业有限公司 | A kind of breakage-proof packing technique of Wild Pueraria |
| CN110029658A (en) * | 2019-04-19 | 2019-07-19 | 荆州市荆力工程设计咨询有限责任公司 | A kind of steel reinforcement cage supporting member for overhead transmission line bored concrete pile |
| CN110130320A (en) * | 2019-05-13 | 2019-08-16 | 倡创(上海)咨询管理事务所 | Pile foundation steel bar cage moulding bed and construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0539616A (en) * | 1991-08-06 | 1993-02-19 | Nippon Steel Corp | Reinforcing steel basket for foundation having reinforcing steel anchor frame |
| CN103924583A (en) * | 2014-04-08 | 2014-07-16 | 中交第一公路工程局有限公司 | Telescoping cross rigid supporting system device for reinforcement cage framework |
| CN204728317U (en) * | 2015-07-07 | 2015-10-28 | 白秀忠 | The omnipotent supporting rod of a kind of castinplace pile |
| CN205954657U (en) * | 2016-08-26 | 2017-02-15 | 山东省路桥集团有限公司 | Pile foundation steel reinforcement cage skeleton strutting arrangement |
-
2016
- 2016-08-26 CN CN201610730709.6A patent/CN106149744A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0539616A (en) * | 1991-08-06 | 1993-02-19 | Nippon Steel Corp | Reinforcing steel basket for foundation having reinforcing steel anchor frame |
| CN103924583A (en) * | 2014-04-08 | 2014-07-16 | 中交第一公路工程局有限公司 | Telescoping cross rigid supporting system device for reinforcement cage framework |
| CN204728317U (en) * | 2015-07-07 | 2015-10-28 | 白秀忠 | The omnipotent supporting rod of a kind of castinplace pile |
| CN205954657U (en) * | 2016-08-26 | 2017-02-15 | 山东省路桥集团有限公司 | Pile foundation steel reinforcement cage skeleton strutting arrangement |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797568A (en) * | 2018-06-27 | 2018-11-13 | 中铁二局集团有限公司 | A kind of support member and its application method of steel reinforcement cage |
| CN109484725A (en) * | 2018-11-02 | 2019-03-19 | 安徽金龙山葛业有限公司 | A kind of breakage-proof packing technique of Wild Pueraria |
| CN110029658A (en) * | 2019-04-19 | 2019-07-19 | 荆州市荆力工程设计咨询有限责任公司 | A kind of steel reinforcement cage supporting member for overhead transmission line bored concrete pile |
| CN110130320A (en) * | 2019-05-13 | 2019-08-16 | 倡创(上海)咨询管理事务所 | Pile foundation steel bar cage moulding bed and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106149744A (en) | Pile foundation steel bar cage skeletal support device and construction method | |
| CN204266609U (en) | Assembled architecture faces limit horizontal protective and chooses net system | |
| CN108239997A (en) | In-situ concrete wall one side formwork system | |
| CN204212399U (en) | Flip-shell is to clasp | |
| CN105715036A (en) | Bolt type support connecting structure and manufacturing and mounting method thereof | |
| CN105781593A (en) | Steel grating assisted diversion tunnel preliminary bracing structure and method | |
| CN207987781U (en) | A kind of assembled cantilever bracket for bridge cast-in-place construction | |
| CN205954657U (en) | Pile foundation steel reinforcement cage skeleton strutting arrangement | |
| CN203654717U (en) | Fastener structure, fastener and door-shaped reinforcing frame for round steel pipe | |
| CN205036077U (en) | Shear force wall formwork support suitable for narrow and small space usage | |
| CN204152551U (en) | A kind of reusable mine down-hole filling barricade | |
| CN207277389U (en) | A kind of end template structure of deformation joint | |
| CN207727978U (en) | Girderless floor bolumn cap template reinforcing device | |
| CN206800981U (en) | A kind of detachable builder's jack retainer ring | |
| CN205154183U (en) | Weak surrounding rock tunnel warp reinforcing apparatus | |
| CN108240113A (en) | Detachably across the support device at hole and method | |
| CN204477511U (en) | A kind of finalization pump line fixing device | |
| CN203034788U (en) | Flexible scaffold capable of being rapidly assembled and detached | |
| CN208792785U (en) | A kind of regularization concrete ground pump pump line bracing means | |
| CN207347936U (en) | A kind of full framing dislocation set takes structure | |
| CN207829909U (en) | A kind of power tunnel telescoping steel form locking plug template installation ruggedized construction | |
| CN206646824U (en) | A kind of concreting building template reinforcement assembly | |
| CN205476465U (en) | Stand in a line outward safe support of pole of fixed boundary beam formwork support | |
| CN105648932B (en) | Fixing device and its application method for highway reinforced concrete box culvert end template | |
| CN214533013U (en) | Interim support reinforcement in tunnel hole |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161123 |
|
| RJ01 | Rejection of invention patent application after publication |