CN203145556U - Circuit-free pillar arrangement device - Google Patents
Circuit-free pillar arrangement device Download PDFInfo
- Publication number
- CN203145556U CN203145556U CN 201320110669 CN201320110669U CN203145556U CN 203145556 U CN203145556 U CN 203145556U CN 201320110669 CN201320110669 CN 201320110669 CN 201320110669 U CN201320110669 U CN 201320110669U CN 203145556 U CN203145556 U CN 203145556U
- Authority
- CN
- China
- Prior art keywords
- support bar
- anchor ear
- hoops
- pillar
- circuit
- 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
Images
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model discloses a circuit-free pillar arrangement device which comprises hoops, a spirit level, three supporting rods and a supporting rod fixing plate. The hoops are provided with supporting rod mounting seat holes, an included angle of 120 degrees is formed among the three supporting rods which are connected with the hoops through the supporting rod mounting seat holes, the spirit level is arranged on the hoop which directly faces towards the connecting point of the supporting rods and the hoops, and the supporting rod fixing plate is fixedly connected with the supporting rods. Supporting pillar arrangement can also be achieved easily when no rail exists, structure is simple, using is convenient, arrangement speed is fast, the purpose of quick and safe construction can be achieved, and the labor intensity of operators and human cost are greatly lowered.
Description
Technical field
The utility model relates to the whole positive instrument of pillar of contact net in the railway construction, is specifically related to a kind of whole bar device of no circuit of whole positive catenary mast.
Background technology
Along with the increasing of country to railway construction investment, the construction period of railway is shorter and shorter, the situation of unit in charge of construction's cross-operation before contact net specialty and the station inevitably occurs, and the pillar group of contact net is upright and whole just will carry out at the newly-built roadbed that track is not spread frame.As construction again after waiting the preceding unit in charge of construction of arriving at a station that track is completed, will have a strong impact on the duration.Therefore generally must catch up with before the station in the unit railway ballast and lay a railway track before the pillar group is upright and just put in order.
Existing whole positive job practices at no track new line base upper supporting column is following two kinds of methods roughly:
One, utilizes three cover Lever Blocks, be mutually the angle of 120 degree, each Lever Blocks is fixed with a drill rod of squeezing in the ground, and whole each the Lever Blocks place of timing of pillar need arrange a staff, restrict to control the inclination of pillar by adjusting cucurbit, thereby reach the whole positive purpose of pillar.This kind method speed of application is too slow, and need take most of roadbed, influences other vehicular traffic operations;
Two, it is upright to adopt mobile crane that pillar is hung, and slightly swings the big arm of crane then, manually below pillar, buttress and push-and-pull, and the inclination of adjustable fixing, carrying out machinery, to add artificial mode whole just.Though this kind method can improve certain speed of application, the whole positive accuracy rate of pillar will reduce, error increases.
The utility model content
At above-mentioned prior art, the purpose of this utility model is to provide a kind of no circuit to put in order the bar device, is intended to solve the whole correction method of existing catenary mast and can not be issued to quick, the whole little technical problem of positive error of construction in the situation of duration anxiety.
In order to solve the problems of the technologies described above, the utility model adopts following technical scheme:
A kind of no circuit is put in order the bar device, it is characterized in that, comprise anchor ear, bubble, three support bars and support bar fixed head, described anchor ear is provided with support bar mount pad hole, described three support bars are mutually 120 degree angles and connect anchor ear through support bar mount pad hole, described bubble be arranged on support bar and anchor ear tie point over against anchor ear on, described support bar fixed head is fixedlyed connected with support bar.
Described support bar is made of hydraulic telescopic device.
Compared with prior art, the utlity model has following beneficial effect:
The utility model also can carry out pillar easily when no track whole just, and simple in structure, easy to use, whole positive speed is fast, can realize fast and the purpose of safe construction, and greatly reduce operating personnel's labour intensity and human cost.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of anchor ear;
Reference numeral: 1 is that anchor ear, 2 is that support bar, 3 is that support bar fixed head, 4 is that support bar mount pad hole, 5 is bubble.
The specific embodiment
The utility model will be further described below in conjunction with the drawings and the specific embodiments.
A kind of no circuit is put in order the bar device, comprise anchor ear, bubble and three support bars, described anchor ear is provided with support bar mount pad hole, and described three support bars are mutually 120 degree angles and connect anchor ear through support bar mount pad hole, described bubble be arranged on support bar and anchor ear tie point over against anchor ear on.Support bar mount pad hole and anchor ear integrally casting form.
Operating instruction of the present utility model is as follows:
The first step: anchor ear is installed on the round pillar, and apart from high about 1.5 meters of basal plane, anchor ear horizontal plane and pillar center line are perpendicular and be connected firmly during operation, connect whole bar device support bar, and the connection of support bar fixed head is fastening.
Second step: control 3 supporting rods and make pillar upright substantially, the bubble on the recycling anchor ear is accurately adjusted until 3 bubbles placed in the middle simultaneously.Concrete operations: earlier with the elongation of pillar inclined side support bar, simultaneously other 2 support bars shrink, and cooperate the bubble bubble position to carry out fine tuning.
The 3rd step: if the mobile pillar of the improper needs of pillar gauge, can be by edge pad chock elongation respective side support bar in the cup base, the mode of shrinking other 2 support bars moves pillar, and is in repetition second step operation that pillar is whole just after the pillar gauge adheres to specification.
Claims (2)
1. a no circuit is put in order the bar device, it is characterized in that, comprise anchor ear, bubble, three support bars and support bar fixed head, described anchor ear is provided with support bar mount pad hole, described three support bars are mutually 120 degree angles and connect anchor ear through support bar mount pad hole, described bubble be arranged on support bar and anchor ear tie point over against anchor ear on, described support bar fixed head is fixedlyed connected with support bar.
2. the whole bar device of no circuit according to claim 1 is characterized in that described support bar is made of hydraulic telescopic device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320110669 CN203145556U (en) | 2013-03-12 | 2013-03-12 | Circuit-free pillar arrangement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320110669 CN203145556U (en) | 2013-03-12 | 2013-03-12 | Circuit-free pillar arrangement device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203145556U true CN203145556U (en) | 2013-08-21 |
Family
ID=48973095
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320110669 Expired - Fee Related CN203145556U (en) | 2013-03-12 | 2013-03-12 | Circuit-free pillar arrangement device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203145556U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114658211A (en) * | 2022-04-25 | 2022-06-24 | 浙江港升控股集团有限公司 | Tall formwork support and building method thereof |
-
2013
- 2013-03-12 CN CN 201320110669 patent/CN203145556U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114658211A (en) * | 2022-04-25 | 2022-06-24 | 浙江港升控股集团有限公司 | Tall formwork support and building method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102828469B (en) | Positioning mounting construction method for triangular steel constructed pillar of inclined-leg steel box | |
| CN106012851B (en) | Steel box-girder and performance of concrete column confined method for synchronously constructing | |
| CN105804110B (en) | A kind of construction method and mounting bracket of railway contact line foundation bolt | |
| CN205224075U (en) | High -speed railway road bed contact net stand basis is buried bolt positioning disk in advance | |
| CN203145556U (en) | Circuit-free pillar arrangement device | |
| CN210134353U (en) | Bracket type hoop bracket for bent cap construction | |
| CN108487080B (en) | Super-span T-type rigid structure beam side earnestly supports pinner reversed construction method | |
| CN205840892U (en) | Ditch mould bases is surveyed in self-propelled tunnel | |
| CN203475309U (en) | Bent cap support used in viaduct construction process | |
| CN108005114A (en) | A kind of piping lane pours mould | |
| CN204900659U (en) | Section of jurisdiction is vibration isolation platform for production line | |
| CN103061216A (en) | monolithic rail bed and turnout lifting support arrangement structure of subway short sleeper | |
| CN208762878U (en) | A kind of mobile formwork for building | |
| CN201671395U (en) | Railless pillar arrangement device | |
| CN201762635U (en) | Simple sliding chute | |
| CN204945014U (en) | Construction of the highway test compaction test apparatus | |
| CN204199185U (en) | A kind of prestressed stretch-draw support | |
| CN204825656U (en) | Cast -in -place formwork support structure in bridge sound barrier basis | |
| CN211735071U (en) | Hollow high pier turnover mould system | |
| CN211420889U (en) | Temporary limiting device for linear adjustment of PC track beam | |
| CN209537993U (en) | A kind of concrete road shoulder construction equipment for cutting | |
| CN204703185U (en) | A kind of precast reinforced concrete structure | |
| CN202144673U (en) | Integrated base station fixing structure | |
| CN206428700U (en) | A kind of perpendicularity guider based on permanent support structure prefabricated tubular pile | |
| CN110185063A (en) | A kind of wall vertical reinforcement fixed structure and its fixing means |
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 |
Granted publication date: 20130821 Termination date: 20150312 |
|
| EXPY | Termination of patent right or utility model |