CN206174014U - Static pressure stake device suitable for transmission tower rectifies on basis - Google Patents
Static pressure stake device suitable for transmission tower rectifies on basis Download PDFInfo
- Publication number
- CN206174014U CN206174014U CN201621095499.XU CN201621095499U CN206174014U CN 206174014 U CN206174014 U CN 206174014U CN 201621095499 U CN201621095499 U CN 201621095499U CN 206174014 U CN206174014 U CN 206174014U
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- Prior art keywords
- transmission tower
- double
- basis
- piling device
- static press
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- 230000005540 biological transmission Effects 0.000 title claims abstract description 37
- 230000003068 static effect Effects 0.000 title claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 37
- 239000010959 steel Substances 0.000 claims abstract description 37
- 238000005266 casting Methods 0.000 claims description 6
- 238000009355 double cropping Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 3
- 239000003921 oil Substances 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 230000001131 transforming effect Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 239000010720 hydraulic oil Substances 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 241000283690 Bos taurus Species 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 210000004247 hand Anatomy 0.000 description 1
- 210000003141 lower extremity Anatomy 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a static pressure stake device suitable for transmission tower rectifies on basis, including the short groove steel corbel of steel anchor slab by the way, taking two angle steel reaction frames of roof, double acting jack with the manual staple bolt that double acting jack links to each other, connects the connection batten plate between two pairs of angle steel reaction frames, the utility model discloses little and the total light in weight of static pressure stake device suitable for transmission tower rectifies on basis overall height, transportation and work progress do not need large -scale machinery to assist, satisfy the electrified operation in transmission facility and transmission tower basis and rectify a deviation to the restriction requirement of operating space height, utilizing original basis dead weight to provide and pressing a stake counter -force, it provides the counter -force not need to set up in addition stock etc for it is convenient quick to be under construction, and pile forming process is quick and do not have noise pollution to all ring edge borders, just the utility model discloses manual staple bolt is easy and simple to handle among the static pressure stake device suitable for transmission tower rectifies on basis, can stably provide to press the required frictional force of stake, can dismantle fast again, improves the stake speed of pressing.
Description
Technical field
This utility model belongs to architectural engineering pile foundation technology and construction field, particularly a kind of to be applied to power transmission rod column foot
The static press piling device of plinth correction.
Background technology
Deposits in Eastern Coastal China area there are the higher soft soil foundation of widely distributed compressibility, a large amount of power transmission and transforming equipments and
Transmission tower is built on the soft soil foundation, and due to a variety of causes, part power transmission and transforming equipment and transmission tower are in running
Larger foundation uneven settlement is there occurs, because these equipment need to carry out correcting offset of base operation, operation in the energized state
Spatial altitude is limited, and existing pile mode and pile-forming equipment are difficult to be suitable for.
The content of the invention
The purpose of this utility model is to provide a kind of static press piling device suitable for transmission tower foundation correction so that
Basis is carried out in the case of power transmission and transforming equipment and transmission tower foundation are under charging operation state, working space is height-limited to entangle
Partially.
The technical solution for realizing this utility model purpose is：
A kind of static press piling device suitable for transmission tower foundation correction, it is characterised in that the static press piling device bag
The short channel-section steel bracket of subsidiary steel anchor slab is included, the double angle reaction frame with top board, double-action jack is connected with double-action jack
Manual anchor ear, connect two double angle reaction frames between connection batten plate；The steel anchor slab corresponds to be fixed on short channel-section steel cattle respectively
The end of lower limb, the side of short channel-section steel bracket corresponds to be fixed with double angle reaction frame respectively, and the top of double angle reaction frame is right respectively
Top board should be fixed with, be corresponded to respectively on top board and is fixed with double-action jack；It is described connection batten plate two ends respectively with two pairs of angles
Steel reaction frame is fixedly connected；The both sides of the manual anchor ear help plate to be connected with the piston rod of two double-action jacks respectively.
Preferably, the side of the short channel-section steel bracket is corresponded to respectively by high-strength bolt and is fixed with double angle reaction frame.
Preferably, corresponded to respectively by high-strength bolt on the top board and be fixed with double-action jack.
Preferably, the two ends of the connection batten plate are fixedly connected respectively by high-strength bolt with two double angle reaction frames.
Preferably, the short channel-section steel bracket of the subsidiary steel anchor slab is made using integrally casting.
Preferably, the double angle reaction frame with top board is made using integrally casting.
This utility model compared with prior art, its remarkable advantage：
（1）This utility model is little suitable for the static press piling device total height of transmission tower foundation correction and gross weight is light,
Transport and work progress do not need big machinery to assist, and meet transmission facility and the correction of transmission tower foundation charging operation to operation
The restriction of spatial altitude is required.
（2）This utility model is applied to the static press piling device of transmission tower foundation correction and is provided using original base deadweight
Pressure pile reaction, it is not necessary to anchor pole etc. is set in addition counter-force is provided so that construction convenient quickly, formation of pile is quickly and to peripheral ring
Border noise-less pollution.
（3）Manual anchor ear is easy to operate the static press piling device that this utility model is rectified a deviation suitable for transmission tower foundation,
Piling necessary friction force, and the fast quick-detach of energy can be stably provided, piling speed is improved.
Description of the drawings
Fig. 1 is the front view of the static press piling device that this utility model is applied to transmission tower foundation correction.
Fig. 2 is the side view of the static press piling device that this utility model is applied to transmission tower foundation correction.
Fig. 3 is the top view of the static press piling device that this utility model is applied to transmission tower foundation correction.
Specific embodiment
This utility model is described in further detail below in conjunction with the accompanying drawings.
As shown in Figure 1, Figure 2 and Figure 3, a kind of static press piling device suitable for transmission tower foundation correction, its feature exists
In the static press piling device includes the short channel-section steel bracket 31,32 of subsidiary steel anchor slab 21,22, the double angle counter-force of band top board 61,62
The connected manual anchor ear 5 of frame 41,42, double-action jack 81,82 and double-action jack 81,82, two double angle counter-forces of connection
Frame 41, the connection batten plate 71,72 between 42；The steel anchor slab 21,22 corresponds to respectively the end for being fixed on short channel-section steel bracket 31,32
Portion, the side of short channel-section steel bracket 31,32 corresponds to be fixed with double angle reaction frame 41,42, the top of double angle reaction frame 41,42 respectively
Portion corresponds to be fixed with top board 61,62 respectively, top board 61, corresponds to respectively on 62 and is fixed with double-action jack 81,82；The connection
The two ends of batten plate 71,72 are fixedly connected respectively with two double angle reaction frames 41,42；The both sides of the manual anchor ear 5 help plate to distinguish
It is connected with the piston rod of two double-action jacks 81,82.
The side of the short channel-section steel bracket 31,32 is corresponded to respectively by high-strength bolt and is fixed with double angle reaction frame 41,
42。
The top board 61, is corresponded to respectively by high-strength bolt on 62 and is fixed with double-action jack 81,82.
The two ends of the connection batten plate 71,72 are fixed respectively with two double angle reaction frame 41,42 by high-strength bolt and are connected
Connect.
The short channel-section steel bracket 31,32 of the subsidiary steel anchor slab 21,22 is made using integrally casting.
The double angle reaction frame 41,42 of the band top board 61,62 is made using integrally casting.
A kind of described static press piling device operational approach suitable for transmission tower foundation correction, it is characterised in that should
Method comprises the steps：
Step 1：Work surface is cleared up, and basal perimeter is banketed into cutting depth to the bottom of foundation, and about 1 meter of bottom width, is anti-
Rear perimeter edge soil body landslide is only excavated, the periphery soil body should on demand carry out slope in digging process；
Step 2：Short channel-section steel bracket 31,32 is installed, and will need to install the base side of steel anchor slab 21,22 first by design requirement
Face is cleaned out, and is drilled in side of the base plate with impact drill, the rubbish and grieshoch in cleaning drilling, and in drilling high strength structure is poured into
Glue, fills in shank of bolt, treats that high strength structure gelling knot reaches some strength, and in the mounting surface of steel anchor slab 21,22 structure glue is filled, will
The short channel-section steel bracket 31,32 of subsidiary steel anchor slab 21,22 is installed on side of the base plate；
Step 3：Double angle reaction frame 41,42 is installed, and double angle reaction frame 41,42 is installed on into short groove with high-strength bolt
The side of steel corbel 31,32, and will connection batten plate 71,72 use the double angle reaction frame 41 of high strength exploitation two, 42, with strengthen
The overall performance of the static press piling device, in connection double angle reaction frame 41, it should be noted that high-strength bolt is tightened during 42
To strengthen its overall performance；
Step 4：Double-action jack 81,82 is installed, and double-action jack 81,82 is installed on into double angles with high-strength bolt
The top board 61 of steel reaction frame 41,42, above 62；
Step 5：Manual anchor ear 5 is installed, by the both sides floor of manual anchor ear 5 and the piston of two double-action jacks 81,82
Bar is connected；
Step 6：Piling, ground is stood on steel-pipe pile 1 through the hollow circular arc of manual anchor ear 5, locks manual anchor ear 5
Eccentric cam, makes to produce enough frictional force between manual anchor ear 5 and steel-pipe pile 1, starts hydraulic oil pumping oil, makes double acting thousand
81, the 82 piston rods elongation of jin top, drives the manual anchor ear 5 for holding steel-pipe pile 1 tightly that steel-pipe pile 1 is pressed into into underground, reaches double acting thousand
During the elongation limit of 81,82 piston rods of jin top, suspend hydraulic oil pumping oil, loosen the eccentric cam of manual anchor ear 5, remove steel pipe
Frictional force between stake 1 and manual anchor ear 5, high-pressure oil pump oil return drives manual anchor ear 5 to return to initial position, and so on works,
By the overall press-in underground of steel-pipe pile 5.
In sum, this utility model be applied to transmission tower foundation correction static press piling device total height is little and gross weight
Amount is light, and transport and work progress do not need big machinery to assist, and meets transmission facility and the correction of transmission tower foundation charging operation
Restriction to working place height is required；This utility model is applied to the static press piling device of transmission tower foundation correction using former
There is basis deadweight to provide pressure pile reaction, it is not necessary to anchor pole etc. to be set in addition and provides counter-force so that construction convenient quickly, formation of pile
Quickly and to surrounding enviroment noise-less pollution；Handss the static press piling device that this utility model is rectified a deviation suitable for transmission tower foundation
Dynamic anchor ear is easy to operate, can stably provide piling necessary friction force, and the fast quick-detach of energy, improves piling speed.
Claims (6)
1. it is a kind of suitable for transmission tower foundation correction static press piling device, it is characterised in that the static press piling device includes
Subsidiary steel anchor slab（21,22）Short channel-section steel bracket（31,32）, band top board（61,62）Double angle reaction frame（41,42）, double cropping
Use jack（81,82）With double-action jack（81,82）Connected manual anchor ear（5）, connection two double angle reaction frames（41,
42）Between connection batten plate（71,72）；The steel anchor slab（21,22）Correspond to respectively and be fixed on short channel-section steel bracket（31,32）End
Portion, short channel-section steel bracket（31,32）Side respectively correspond to be fixed with double angle reaction frame（41,42）, double angle reaction frame（41,
42）Top respectively correspond to be fixed with top board（61,62）, top board（61,62）Upper corresponding to respectively is fixed with double-action jack
（81,82）；The connection batten plate（71,72）Two ends respectively with two double angle reaction frames（41,42）It is fixedly connected；It is described manual
Anchor ear（5）Both sides help plate respectively with two double-action jacks（81,82）Piston rod be connected.
2. it is according to claim 1 suitable for transmission tower foundation correction static press piling device, it is characterised in that it is described
Short channel-section steel bracket（31,32）Side by high-strength bolt respectively correspond to be fixed with double angle reaction frame（41,42）.
3. it is according to claim 1 suitable for transmission tower foundation correction static press piling device, it is characterised in that it is described
Top board（61,62）Upper being corresponded to respectively by high-strength bolt is fixed with double-action jack（81,82）.
4. it is according to claim 1 suitable for transmission tower foundation correction static press piling device, it is characterised in that it is described
Connection batten plate（71,72）Two ends by high-strength bolt respectively with two double angle reaction frames（41,42）It is fixedly connected.
5. it is according to claim 1 suitable for transmission tower foundation correction static press piling device, it is characterised in that it is described
Subsidiary steel anchor slab（21,22）Short channel-section steel bracket（31,32）Made using integrally casting.
6. it is according to claim 1 suitable for transmission tower foundation correction static press piling device, it is characterised in that it is described
Band top board（61,62）Double angle reaction frame（41,42）Made using integrally casting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621095499.XU CN206174014U (en) | 2016-09-30 | 2016-09-30 | Static pressure stake device suitable for transmission tower rectifies on basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621095499.XU CN206174014U (en) | 2016-09-30 | 2016-09-30 | Static pressure stake device suitable for transmission tower rectifies on basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206174014U true CN206174014U (en) | 2017-05-17 |
Family
ID=58678034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621095499.XU Active CN206174014U (en) | 2016-09-30 | 2016-09-30 | Static pressure stake device suitable for transmission tower rectifies on basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206174014U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351269A (en) * | 2016-09-30 | 2017-01-25 | 国网江苏省电力公司连云港供电公司 | Static pile pressing device suitable for error correction of transmission tower foundation and operation method |
| CN107489152A (en) * | 2017-09-07 | 2017-12-19 | 淮海工学院 | A kind of screw anchor encircles static press piling constructing device and its construction method |
-
2016
- 2016-09-30 CN CN201621095499.XU patent/CN206174014U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351269A (en) * | 2016-09-30 | 2017-01-25 | 国网江苏省电力公司连云港供电公司 | Static pile pressing device suitable for error correction of transmission tower foundation and operation method |
| CN106351269B (en) * | 2016-09-30 | 2018-09-04 | 国网江苏省电力公司连云港供电公司 | A kind of static press piling device and operating method suitable for transmission tower foundation correction |
| CN107489152A (en) * | 2017-09-07 | 2017-12-19 | 淮海工学院 | A kind of screw anchor encircles static press piling constructing device and its construction method |
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