CN108867663A - A kind of control device and localization method of steel pile verticality - Google Patents
A kind of control device and localization method of steel pile verticality Download PDFInfo
- Publication number
- CN108867663A CN108867663A CN201810971672.5A CN201810971672A CN108867663A CN 108867663 A CN108867663 A CN 108867663A CN 201810971672 A CN201810971672 A CN 201810971672A CN 108867663 A CN108867663 A CN 108867663A
- Authority
- CN
- China
- Prior art keywords
- column
- steel pile
- control device
- steel
- connecting plate
- 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
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/04—Making large underground spaces, e.g. for underground plants, e.g. stations of underground railways; Construction or layout thereof
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
- E02D29/05—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench
- E02D29/055—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench further excavation of the cross-section proceeding underneath an already installed part of the structure, e.g. the roof of a tunnel
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Sustainable Development (AREA)
- Piles And Underground Anchors (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
It the present invention provides the control device and localization method of a kind of steel pile verticality, including column, is connected between the adjacent column by link block, the column and the link block form tube structure；Connecting plate, the connecting plate are located at the column side, are provided with connection bolt on the connecting plate, and the connection bolt passes through the connecting plate and parallel with the column.The device can facilitate the verticality of observation steel pile in order to adjust.
Description
Technical field
The present invention relates to the control devices and positioning side of construction engineering technical field more particularly to a kind of steel pile verticality
Method.
Background technique
Before the permanent column construction in sheltered reverse excavation subway station is completed, interim type steel pile is as main load-bearing knot AT STATION
Structure, structure crossbeam, slab muscle need guiding through steel pile reserved steel bar hole, and above-mentioned requirements are to the verticality of steel pile, elevation, absolutely
The precise requirements such as coordinate are very high.In the construction process, since the diameter in hole must be greater than the section full-size of steel pile, often go out
Existing steel pile tilt phenomenon, biggish perpendicularity deviation will lead to inner support unstability, to cause engineering accident, consequence can't bear to set
Think.
Summary of the invention
Invention provides the control device and localization method of a kind of steel pile verticality, can facilitate hanging down for observation steel pile
Straight degree is in order to adjust.
In order to reach the purpose, invention is adopted the following technical scheme that：
A kind of control device of steel pile verticality, which is characterized in that including：
Column passes through link block between the adjacent column and connects, and the column and the link block form tube structure；
Connecting plate, the connecting plate are located at the column side, are provided with connection bolt, the connection bolt on the connecting plate
Across the connecting plate and parallel with the column.
As a preference, the link block is batten plate, the batten plate is located on the outside of the column, and the batten plate is described in
Column extending direction is uniformly arranged.
As a preference, the column is angle steel, the quantity of the column is four, the column and the link block
Constitute rectangular parallelepiped structure.
As a preference, the column is angle steel, the connecting plate is the rectangular steel plates being arranged on the inside of the angle steel,
The rectangular steel plates are equipped with bolt hole.
As a preference, the column is angle steel, the connecting plate is arranged on the inside of the angle steel, on the connecting plate
Equipped with round hole, the round hole side is equipped with bolt hole.
As a preference, the connecting plate is multiple and is distributed along the column extending direction that the connection bolt is worn
Cross multiple connecting plates.
As a preference, the connection bolt upper end is equipped with lifting lug.
As a preference, the column lower end is equipped with steel pile, the column is fixed on institute by the connection bolt
It states on steel pile.
A kind of steel pile localization method, which is characterized in that include the following steps：
Control device bolt is fixed on the inside of steel pile, middle line is marked on the steel pile, marks X-axis and Y at stake position
Axis direction axis, has set up theodolite；
The control device is lifted, the steel pile is hung in stake holes, using the theodolite to the vertical of the steel pile
Degree is detected, and adjusts the deviation generated in the steel pile decentralization process.
To sum up, compared with prior art, it is the advantages of invention：Steel pile is transferred to below ground, Neng Goutong
It crosses control device and detects and adjust its verticality, steel pile error is small, meets construction technology and code requirement.
Detailed description of the invention
Fig. 1 is control device and steel pile structural schematic diagram；
Fig. 2 is structure sectional view at 1-1 in the first implementation example figure 1；
Fig. 3 is structure sectional view at 1-1 in second of implementation example figure 1；
Fig. 4 is the structural schematic diagram of control device.
Label in figure is as follows：
1. column, 2. link blocks, 3. connecting plates, 31. bolts hole, 4. connection bolts, 41. lifting lugs, 5. steel piles.
Specific embodiment
Middle embodiment is described further invention with reference to the accompanying drawing.
A kind of control device of steel pile verticality as shown in Figures 1 to 4, including column 1 lead between adjacent columns 1
The connection of link block 2 is crossed, column 1 and link block 2 form tube structure；Connecting plate 3 is set on connecting plate 3 between adjacent columns 1
It is equipped with connection bolt 4, connection bolt 4 passes through connecting plate 3 and parallel with column 1.Link block 2 is batten plate, and batten plate is located at outside column 1
Side, batten plate are uniformly arranged along 1 extending direction of column.
Column 1 is angle steel, and the quantity of column 1 is four, and column 1 and link block 2 constitute rectangular parallelepiped structure.The first is implemented
In example, connecting plate 3 is the rectangular steel plates being arranged on the inside of angle steel, and rectangular steel plates are equipped with bolt hole 31.In second of embodiment,
Connecting plate 3 is arranged on the inside of angle steel, and connecting plate 3 is equipped with round hole, and round hole side is equipped with bolt hole 31, and mixed mud pours
When, feeder pipe passes through the round hole on connecting plate 3 to stake bottom.
The quantity of connecting plate 3 is multiple and is distributed along 1 extending direction of column that connection bolt 4 passes through multiple connecting plates 3, even
4 upper end of connecting bolt is equipped with lifting lug 41.Connecting plate 3 and the opposite or close link block 2 of link block 2 are arranged.To the vertical of steel pile 5
During degree is adjusted, connection bolt 4 acts on multiple connecting plates 3 of setting simultaneously, reduces connection 4 region of bolt and cuts
Power avoids it from being destroyed in the construction process.Column 1 partially protrudes into 5 inside of steel pile, and the connection bolt 4 on column 1 is fixed
On steel pile 5.Welding is provided with band steel plate on the inside of 5 upper end of steel pile, and connection 4 end of bolt is fixed on the steel plate.Control
The connecting plate 3 of device lower end processed and the steel plate of 5 upper end of steel pile offset, and fixed by connection bolt 4.Steel pile 5 can be sunk to
Subsurface can detect by control device and adjust its verticality, and 5 error of steel pile is small, meet construction technology and code requirement,
Required 5 length of steel pile is reduced simultaneously, reduces construction cost.
Steel pile 5 includes angle steel and batten plate, and batten plate is connected between adjacent angle steel, and angle steel and batten plate form square body.Steel
It is circular baffle that structure column 5, which is equipped with outer rim, and baffle is located at 5 middle part of steel pile and is welded on 5 outside of steel pile.The center of baffle
Line is overlapped with the axis of steel pile 5, and during transferring steel pile 5, baffle offsets with foundation pit hole inner sidewall, to guarantee steel pile
5 axial location.
The present invention also provides a kind of steel pile localization methods, include the following steps：
（1）, control device bolt is fixed on to 5 inside of steel pile, mark middle line on steel pile 5, marked at stake position X-axis and
Y direction axis, has set up theodolite；
（2）, hoist controlling device, steel pile 5 is hung in stake holes, is detected using verticality of the theodolite to steel pile 5,
And adjust the deviation generated in 5 decentralization process of steel pile.
Middle line can be marked on control device simultaneously, after steel pile 5 transfers to below ground, the company of control device can be passed through
Connect the verticality of the center line markings detection steel pile 5 on block 2.
Described above is only the explanation to invention, so that those of ordinary skill in the art's can completely implements this programme,
It but is not the limitation to invention, those skilled in the art can according to need after reading this specification and do to the present embodiment
It haunts the modification of creative contribution, these are all without creative modification, but as long as in the scope of the claims of invention
Inside all by the protection of Patent Law.
Claims (9)
1. a kind of control device of steel pile verticality, which is characterized in that including:
Column（1）, the adjacent column（1）Between pass through link block（2）Connection, the column（1）With the link block（2）Group
At tube structure;
Connecting plate（3）, the connecting plate（3）Positioned at the column（1）Side, the connecting plate（3）On be provided with connection bolt
（4）, the connection bolt（4）Across the connecting plate（3）And with the column（1）In parallel.
2. a kind of control device of steel pile verticality according to claim 1, it is characterised in that：The link block（2）
For batten plate, the batten plate is located at the column（1）Outside, the batten plate is along the column（1）Extending direction is uniformly arranged.
3. a kind of control device of steel pile verticality according to claim 1, it is characterised in that：The column（1）For
Angle steel, the column（1）Quantity be four, the column（1）With the link block（2）Constitute rectangular parallelepiped structure.
4. a kind of control device of steel pile verticality according to claim 1, it is characterised in that：The column（1）For
Angle steel, the connecting plate（3）For the rectangular steel plates on the inside of the angle steel are arranged in, the rectangular steel plates are equipped with bolt hole
（31）.
5. a kind of control device of steel pile verticality according to claim 1, it is characterised in that：The column（1）For
Angle steel, the connecting plate（3）It is arranged on the inside of the angle steel, the connecting plate（3）It is equipped with round hole, the round hole side
Equipped with bolt hole（31）.
6. a kind of control device of steel pile verticality according to claim 1, it is characterised in that：The connecting plate（3）
It is multiple and along the column（1）Extending direction distribution, the connection bolt（4）Across multiple connecting plates（3）.
7. a kind of control device of steel pile verticality according to claim 6, it is characterised in that：The connection bolt
（4）Upper end is equipped with lifting lug（41）.
8. a kind of control device of steel pile verticality according to claim 1, it is characterised in that：The column（1）Under
End is equipped with steel pile（5）, the column（1）Pass through the connection bolt（4）It is fixed on the steel pile（5）On.
9. a kind of steel pile localization method, which is characterized in that include the following steps：
1）Control device bolt is fixed on steel pile（5）On, in the steel pile（5）On mark middle line, mark X at stake position
Axis and Y direction axis, have set up theodolite；
2）The control device is lifted, by the steel pile（5）It is hung in stake holes, using the theodolite to the steel pile
（5）Verticality detected, and adjust the steel pile（5）The deviation generated in decentralization process.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810971672.5A CN108867663A (en) | 2018-08-24 | 2018-08-24 | A kind of control device and localization method of steel pile verticality |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810971672.5A CN108867663A (en) | 2018-08-24 | 2018-08-24 | A kind of control device and localization method of steel pile verticality |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108867663A true CN108867663A (en) | 2018-11-23 |
Family
ID=64321457
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810971672.5A Pending CN108867663A (en) | 2018-08-24 | 2018-08-24 | A kind of control device and localization method of steel pile verticality |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108867663A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110872843A (en) * | 2019-11-29 | 2020-03-10 | 深圳宏业基岩土科技股份有限公司 | Construction method for controlling verticality of foundation pit section steel lattice column |
| CN111521111A (en) * | 2020-05-20 | 2020-08-11 | 河南交通职业技术学院 | Traffic civil engineering deep foundation pit ladder cage |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07238684A (en) * | 1994-03-01 | 1995-09-12 | Penta Ocean Constr Co Ltd | Method and device for erecting column of construction |
| CN101838986A (en) * | 2009-03-17 | 2010-09-22 | 上海市机械施工有限公司 | Disassembling tool type lattice column and construction method thereof |
| CN202298632U (en) * | 2011-10-19 | 2012-07-04 | 广东省地质工程公司 | Steel-structured column capable of ensuring verticality |
| CN204849778U (en) * | 2015-07-23 | 2015-12-09 | 中铁三局集团天津建设工程有限公司 | Lattice column hoist and mount positioner |
| CN105569054A (en) * | 2016-02-01 | 2016-05-11 | 上海建工二建集团有限公司 | Device and method for controlling direction and elevation of lattice column below ground |
| CN208763023U (en) * | 2018-08-24 | 2019-04-19 | 浙江大东吴集团建设有限公司 | A kind of control device of steel pile verticality |
-
2018
- 2018-08-24 CN CN201810971672.5A patent/CN108867663A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07238684A (en) * | 1994-03-01 | 1995-09-12 | Penta Ocean Constr Co Ltd | Method and device for erecting column of construction |
| CN101838986A (en) * | 2009-03-17 | 2010-09-22 | 上海市机械施工有限公司 | Disassembling tool type lattice column and construction method thereof |
| CN202298632U (en) * | 2011-10-19 | 2012-07-04 | 广东省地质工程公司 | Steel-structured column capable of ensuring verticality |
| CN204849778U (en) * | 2015-07-23 | 2015-12-09 | 中铁三局集团天津建设工程有限公司 | Lattice column hoist and mount positioner |
| CN105569054A (en) * | 2016-02-01 | 2016-05-11 | 上海建工二建集团有限公司 | Device and method for controlling direction and elevation of lattice column below ground |
| CN208763023U (en) * | 2018-08-24 | 2019-04-19 | 浙江大东吴集团建设有限公司 | A kind of control device of steel pile verticality |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110872843A (en) * | 2019-11-29 | 2020-03-10 | 深圳宏业基岩土科技股份有限公司 | Construction method for controlling verticality of foundation pit section steel lattice column |
| CN111521111A (en) * | 2020-05-20 | 2020-08-11 | 河南交通职业技术学院 | Traffic civil engineering deep foundation pit ladder cage |
| CN111521111B (en) * | 2020-05-20 | 2021-06-29 | 河南交通职业技术学院 | Traffic civil engineering deep foundation pit ladder cage |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106395628B (en) | A kind of method of the aerial group pair of heavy tower equipment segmental hoisting | |
| CN103485360B (en) | A kind of steel platform tower crane foundation and construction method thereof | |
| AU2019452705B2 (en) | Foundation reinforcement structure and method for hoisting heavy equipment close to unclosed building | |
| CN104264902A (en) | Steel pipe column disc positioning device and structure for connecting concrete filled steel tubular column with pile foundation | |
| CN108999226B (en) | Inclination correcting method for building with rotary displacement frame structure | |
| CN108374418A (en) | Steel pipe column precise positioning Fast Installation construction technology in a kind of sheltered reverse excavation | |
| CN204040035U (en) | A kind of positioning guiding structure of steel pile casting | |
| CN108867663A (en) | A kind of control device and localization method of steel pile verticality | |
| CN108999225B (en) | Inclination correcting method for rotary shifting brick-concrete structure building | |
| CN204098021U (en) | A kind of deposited reinforced concrete pile reinforcing cage locator | |
| CN106013091B (en) | A kind of method that positioning is realized using steel reinforcement cage positioner | |
| CN211665759U (en) | Guide positioning device for permanent steel casing of large onshore pile foundation | |
| CN208763023U (en) | A kind of control device of steel pile verticality | |
| CN207092093U (en) | A kind of fabricated structure for ensureing steel column perpendicularity | |
| CN105781205B (en) | A kind of guider in place of the aerial group pair of heavy tower equipment segmental hoisting | |
| CN102296600B (en) | Method for positioning middle pile of spread built subway station | |
| CN109385997B (en) | Construction method of PHC tubular pile under narrow field condition | |
| CN205954712U (en) | A quality detection device for holing construction of bored concrete pile pore -forming | |
| CN210438260U (en) | Major diameter steel protects a hoisting structure | |
| CN207633332U (en) | A kind of borehole filling pile cage of reinforcement absolute altitude control system | |
| CN204080793U (en) | Hoisting device for reinforcement cage | |
| CN204435361U (en) | Arc iron and adopt the stake reinforcement installation structure of this arc iron | |
| CN209053101U (en) | A kind of pile foundation construction job platform | |
| CN215482893U (en) | Pile foundation steel reinforcement cage side pushing type controller | |
| CN214994007U (en) | Bridge steel protects a section of thick bamboo and steel reinforcement cage and is connected locating rack |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |