CN205857234U - The tower kind equipment accurate mounting and positioning device of anchor bolt group - Google Patents
The tower kind equipment accurate mounting and positioning device of anchor bolt group Download PDFInfo
- Publication number
- CN205857234U CN205857234U CN201620735280.5U CN201620735280U CN205857234U CN 205857234 U CN205857234 U CN 205857234U CN 201620735280 U CN201620735280 U CN 201620735280U CN 205857234 U CN205857234 U CN 205857234U
- Authority
- CN
- China
- Prior art keywords
- anchor bolt
- plate
- kind equipment
- positioning device
- group
- 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
Landscapes
- Foundations (AREA)
Abstract
A kind of tower kind equipment accurate mounting and positioning device of anchor bolt group, the four groups of steel brackets being arranged on concrete pedestal including axial symmetry；In each group steel bracket, four vertical steel bar arrangement form a cuboid frame body, the bottom of four vertical reinforcing bars is embedded in fist stage concrete pedestal, it is embedded with joint bar in fist stage concrete pedestal in four vertical reinforcing bar inner spaces, by the design altitude of anchor bolt at two shoulder poles being arranged in parallel of steel bracket top installation, shoulder pole top is provided with datum plate, and joint bar matches with the lapping plate for being connected；The datum plate of four groups of steel brackets is placed original mold ring flat-plate, original mold ring flat-plate begins with multiple anchor bolt installing hole.The tower kind equipment accurate mounting and positioning device of anchor bolt group that this utility model provides, tower kind equipment anchor bolt group can be solved the problem that location is difficult is accurately installed, accurate positioning, easy to adjust, it is possible to meet the different lossless efficient installation positioning requirements of engineering field tower kind equipment pedestal.
Description
Technical field
This utility model relates to tower kind equipment anchor bolt group installing area, especially a kind of tower kind equipment anchor bolt group
Accurately mounting and positioning device.
Background technology
At present, domestic tower kind equipment anchor bolt group installs often because positioning precision is inadequate or spiral shell in base concrete is constructed
There is displacement in bolt, when causing equipment hoisting cannot para-position smoothly, must lean on mowing base aperture can dropping place, not only delayed but also shadow
Ring quality.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of tower kind equipment anchor bolt group and accurately installs location
Device, can solve tower kind equipment anchor bolt group and accurately install the problem that location is difficult, accurate positioning, easy to adjust, it is possible to full
The different lossless efficient installation positioning requirements of engineering field tower kind equipment pedestal of foot.
For solving above-mentioned technical problem, this utility model be the technical scheme is that a kind of tower kind equipment anchor bolt
Group's accurately mounting and positioning device,
The four groups of steel brackets being arranged on concrete pedestal including axial symmetry；
In each group steel bracket, four vertical steel bar arrangement form a cuboid frame body, the bottom of four vertical reinforcing bars
It is embedded in fist stage concrete pedestal, is embedded with joint bar in the fist stage concrete pedestal in four vertical reinforcing bar inner spaces, presses
The design altitude of anchor bolt installs two shoulder poles being arranged in parallel at steel bracket top, and shoulder pole top is provided with datum plate, inserts
Muscle matches with the lapping plate for being connected；
The datum plate of four groups of steel brackets is placed original mold ring flat-plate, original mold ring flat-plate begins with multiple anchor bolt and installs
Hole.
One group of bridging respectively it is disposed with in four facades of cuboid frame body.
On each anchor bolt to be installed, adjusting nut is installed.
The tower kind equipment accurate mounting and positioning device of anchor bolt group that this utility model provides, by original mold ring flat-plate with solidification
Bolt mutual alignment relation, by shoulder pole accurately to control the Installation Elevation of datum plate, on shoulder pole accurate adjustment datum plate and with
It constitutes the positioning datum of original mold ring flat-plate, can solve tower kind equipment anchor bolt group and accurately install the problem that location is difficult, location
Precisely, easy to adjust, it is possible to meet the different lossless efficient installation positioning requirements of engineering field tower kind equipment pedestal, it is adaptable to petrochemical industry
The apparatus foundation bolt such as supply line in the tower in field, the wind-power tower in new forms of energy, hydroelectric project or tower belt crane tower
Group's accurately mounting and positioning device, is particularly suited for the situation of the tower lossless efficient installation of kind equipment pedestal requirement.
Accompanying drawing explanation
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings:
Fig. 1 is top view of the present utility model；
Fig. 2 is that the I-I of this utility model Fig. 1 is to sectional view.
Detailed description of the invention
As depicted in figs. 1 and 2, a kind of tower kind equipment accurate mounting and positioning device of anchor bolt group,
The four groups of steel brackets 1 being arranged on concrete pedestal 8 including axial symmetry；
In each group steel bracket 1, four vertical reinforcing bar 1-1 arrange and form a cuboid frame body, four vertical reinforcing bar 1-1
Bottom be embedded in fist stage concrete pedestal 8, bury in the fist stage concrete pedestal 8 in four vertical reinforcing bar 1-1 inner spaces
It is provided with joint bar 2, by the design altitude of anchor bolt on two shoulder poles being arranged in parallel 4 of steel bracket 1 top installation, shoulder pole 4 top
Being provided with datum plate 5, joint bar 2 matches with the lapping plate 3 for being connected；
The datum plate 5 of four groups of steel brackets 1 is placed original mold ring flat-plate 7, original mold ring flat-plate 7 begins with multiple anchor bolt peace
Dress hole.
One group of bridging 1-2 respectively it is disposed with in four facades of cuboid frame body.
On each anchor bolt 9 to be installed, adjusting nut 6 is installed.
Original mold ring flat-plate 7 makes in order to solidify Bolt mutual alignment relation according to position, tower kind equipment foundation bolt hole.
Work process of the present utility model is as follows:
1, first on fist stage concrete pedestal 8, axial symmetry buries 4 steel brackets 1 underground；
2, joint bar is embedded in fist stage concrete pedestal 8 by setting position；By setting elevation welding equipment on steel bracket top
Two shoulder poles 4；
3, weld with shoulder pole 4 after adjusting the position of mensuration datum plate 5 on the basis of benchmark plate hole center；
4, original mold ring flat-plate 4 is placed on each datum plate 5, adjusts alignment Kong Weihou by anchor bolt 9 from benchmark
5 times directions from bottom to top of plate are upward through on original mold ring flat-plate 7 bolt hole of correspondence, wear on this anchor bolt 9
Upper adjusting nut 6 also adjusts the cope level of anchor bolt 9；
5, anchor bolt 9 bottom is welded with joint bar 2 by lapping plate 3；
6, the anchor bolt 9 with adjusting nut 6 beyond this group steel bracket 1 is passed spiral shell corresponding on original mold ring flat-plate 7
Keyhole, is measured cope level properly rear its underpart and is welded with joint bar 2, by adjusting nut 6 accurate adjustment original mold ring flat-plate by lapping plate 3
After 7 elevations, locking adjusting nut 6 and anchor bolt 9 i.e. complete anchor bolt group and accurately install location.
When same specification tower kind equipment has multiple stage, until concrete coagulate hope can time pull down original mold ring flat-plate turnover use.
Claims (3)
1. the tower kind equipment accurate mounting and positioning device of anchor bolt group, it is characterised in that:
The four groups of steel brackets (1) being arranged on concrete pedestal (8) including axial symmetry；
Respectively organizing in steel bracket (1), four vertical reinforcing bars (1-1) are arranged and are formed a cuboid frame body, four vertical reinforcing bar (1-
1) bottom is embedded in fist stage concrete pedestal (8), the fist stage concrete pedestal in four vertical reinforcing bar (1-1) inner spaces
(8) joint bar (2) it is embedded with in, by the design altitude of anchor bolt at two shoulder poles being arranged in parallel of steel bracket (1) top installation
(4), shoulder pole (4) top is provided with datum plate (5), and joint bar (2) matches with the lapping plate (3) for being connected；
At the datum plate (5) upper placement original mold ring flat-plate (7) of four groups of steel brackets (1), original mold ring flat-plate (7) begins with multiple bases spiral shell
Bolt installing hole.
The tower kind equipment accurate mounting and positioning device of anchor bolt group the most according to claim 1, it is characterised in that: cuboid
One group of bridging (1-2) respectively it is disposed with in four facades of frame body.
The tower kind equipment accurate mounting and positioning device of anchor bolt group the most according to claim 1, it is characterised in that: to be installed
Each anchor bolt (9) on adjusting nut (6) is installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620735280.5U CN205857234U (en) | 2016-07-13 | 2016-07-13 | The tower kind equipment accurate mounting and positioning device of anchor bolt group |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620735280.5U CN205857234U (en) | 2016-07-13 | 2016-07-13 | The tower kind equipment accurate mounting and positioning device of anchor bolt group |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205857234U true CN205857234U (en) | 2017-01-04 |
Family
ID=57646934
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620735280.5U Expired - Fee Related CN205857234U (en) | 2016-07-13 | 2016-07-13 | The tower kind equipment accurate mounting and positioning device of anchor bolt group |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205857234U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111337343A (en) * | 2018-12-19 | 2020-06-26 | 比亚迪股份有限公司 | Beam static load test device |
-
2016
- 2016-07-13 CN CN201620735280.5U patent/CN205857234U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111337343A (en) * | 2018-12-19 | 2020-06-26 | 比亚迪股份有限公司 | Beam static load test device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203640309U (en) | Adjustable pipe carrier used on large-span steel structure roof primary truss general assembly jig frame | |
| CN205205667U (en) | Bearing bracket device | |
| CN103485539A (en) | Construction control method for large direct-buried steel anchor fluke embedded part | |
| CN203939041U (en) | Adjustable steel structural column lower margin | |
| CN205857234U (en) | The tower kind equipment accurate mounting and positioning device of anchor bolt group | |
| CN104234074A (en) | Positioning device for pre-embedded anchoring bolt | |
| CN206637189U (en) | A kind of large-scale tower crane foundation pre-embedded bolt fixing device | |
| CN205591250U (en) | Fixed portable location frock with rag bolt of tower machine | |
| CN204434076U (en) | Lifting hook capable of adjusting attitude of shield machine component in underground hoisting process of shield machine | |
| CN106836198A (en) | Positioner combined steel formwork bored concrete pile and construction method | |
| CN207714362U (en) | A kind of adjustable equipment supporter | |
| CN202922313U (en) | Tool magazine support frame | |
| CN202302573U (en) | Base plate for inclined mortar filling | |
| CN205933000U (en) | Super high-rise external hanging movable arm tower crane climbing supporting device | |
| CN204262722U (en) | Equipment level means for correcting | |
| CN204850483U (en) | Fixed support means | |
| CN104179122A (en) | Steel tower segment positioning device and method | |
| CN104695977B (en) | Rectangular Tunnel duct piece steel mould | |
| CN203200776U (en) | Anchor bolt mounting template for large-sized tower | |
| CN203066492U (en) | Mounting device for embedded part of feeding equipment | |
| CN207434839U (en) | A kind of impeller hub suspender installs carrying device | |
| CN202787300U (en) | Control form for positions of foundation bolts of fixed tower crane | |
| CN205476444U (en) | Light -duty support post based on low level jacking die carrier system | |
| CN205954854U (en) | Pre -buried device based on template can be dismantled | |
| CN108222004B (en) | Secondary pouring forming method for railway bridge height-limiting protection frame foundation |
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: 20170104 Termination date: 20180713 |