CN208235506U - Road and bridge, which build, repairs the support stake of construction roadbed - Google Patents
Road and bridge, which build, repairs the support stake of construction roadbed Download PDFInfo
- Publication number
- CN208235506U CN208235506U CN201820477726.8U CN201820477726U CN208235506U CN 208235506 U CN208235506 U CN 208235506U CN 201820477726 U CN201820477726 U CN 201820477726U CN 208235506 U CN208235506 U CN 208235506U
- Authority
- CN
- China
- Prior art keywords
- pile
- sleeve
- stake
- repairs
- road
- 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
- Piles And Underground Anchors (AREA)
Abstract
It is built the utility model discloses road and bridge and repairs the support stake of construction roadbed, including pile jacking, sleeve, pile pipe, pile, stake bar, through slot, connection cranse, limit cranse, press platform, pile top, clip, connecting hole, hoop slot and connecting screw.The beneficial effects of the utility model are: the device uses flexible package assembly, support stake is integrally divided into pile jacking, three parts of casing and pile, and various components are assembled by sleeve, keep device more convenient during installation and removal, sleeve and pile pipe are stably connected with by multiple clips, the stable structure of holding meanss, increase the whole soil layer of support dress by the pile top of stake bar bottom and penetrates efficiency, convenient for the placement of pile foundation, after preliminary installation is stablized, continue to move down after being squeezed pile top bolt shock by external force, in folding process, pile pipe is able to carry out stable locating effect, to easily change pile foundation depth, operability and adaptability are all splendid.
Description
Technical field
The utility model relates to a kind of support stakes, and specially road and bridge, which build, repairs the support stake of construction roadbed, belong to civil construction
Technical field.
Background technique
With the fast development of construction industry, the building implement of various science starts to occur.Support stake is also referred to as end-bearing pile, stake
Point is supported on hard soil layer, and the load born is considered as supporting by the counter-force of pile-end soil completely that it has more now with one
Determine the coating of thickness, and under it be the ground of hard soil layer or rock stratum, main function is the branch for condition native around ground
Support prevents ground from being damaged in construction process by geological principles.
Existing road and bridge build repair construction roadbed support stake there is certain defect in design, be in particular in: general
Road and bridge, which build, repairs construction roadbed support stake monolithic construction, supports the installation process more Ma method of stake entirety, hard in soil property
When construction site works, need to be installed by the precondition of some column, efficiency is lower, secondly, general road and bridge build and repair
Construction roadbed supports stake when facing the case where needing to change pile foundation depth, needs stake will be supported integrally to extract out, punch again,
It is time-consuming and laborious.
Summary of the invention
The purpose of this utility model be that solve the above-mentioned problems and provide road and bridge build repair construction roadbed support stake,
The advantages of device is that structure is simple, and easy to operate, efficient work is practical.
The utility model is achieved through the following technical solutions above-mentioned purpose, and road and bridge, which build, repairs the support stake of construction roadbed, packet
Pile jacking, pile pipe and pile, pile jacking bottom end installation sleeve are included, the sleeve bottom installs the pile pipe, the pile pipe bottom
The pile is installed, several bars are arranged in the piles column bottom, and through slot, the sleeve bottom setting are arranged in the middle part of the sleeve
Cranse is connected, the pile pipe bottom setting limit cranse, the pile top setting press platform, stake is arranged in stake bar bottom
Point installs several clips on the sleeve bottom end outer wall, setting hoop slots, several described clips on the inside of several described clips
Several connecting screws are installed on the inner wall of both ends.
Preferably, the pile jacking and the pile pipe pass through the through slot and are inlaid in the sleeve and by the sleeve
It is flexibly connected.
Preferably, the caliber size of the pile pipe is greater than the pile jacking, and the center of the pile pipe and the pile jacking
It corresponds to each other.
Preferably, several connecting holes are respectively provided on the sleeve and the pile pipe side wall, and the clip is described in
The cooperation of connecting screw and the connecting hole is fixedly mounted between sleeve and pile pipe.
Preferably, the size of the hoop slot matches with the connection cranse, and several described clips are around the company
The setting of box cupling ring shape.
Preferably, the size of the press platform is greater than the pile, and the pile is mounted in institute by the press decometer
It states inside pile pipe.
Preferably, the pile top is in conical structure straight down.
Preferably, the pile jacking is fitting to connection by the pile pipe and the press platform.
The beneficial effects of the utility model are:
The device uses flexible package assembly, and support stake is integrally divided into three pile jacking, casing and pile parts, and
Various components are assembled by sleeve, keep device more convenient during installation and removal, by multiple clips by sleeve and
Pile pipe is stably connected with, the stable structure of holding meanss, is increased the whole soil layer of support dress by the pile top of stake bar bottom and is penetrated effect
Rate after preliminary installation is stablized, continues convenient for the placement of pile foundation after being squeezed pile top bolt shock by external force
Move down, in folding process, pile pipe is able to carry out stable locating effect, thus easily change pile foundation depth, operability and
Adaptability is all splendid.Device has easy for installation, adaptability height, efficient work, practical feature.
Detailed description of the invention
Fig. 1 is the utility model overall structure diagram.
Fig. 2 is the utility model stereochemical structure decomposing schematic representation.
Fig. 3 is the utility model clip schematic perspective view.
Fig. 4 is the utility model schematic diagram of internal structure.
Fig. 5 is the utility model top view.
In figure: 1, pile jacking；2, sleeve；3, pile pipe；4, pile；5, stake bar；6, through slot；7, cranse is connected；8, cranse is limited；
9, platform is pressed；10, pile top；11, clip；12, connecting hole；13, slot is bound round；14, connecting screw.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Embodiment 1
It please refers to shown in Fig. 1-Fig. 5, road and bridge, which build, repairs the support stake of construction roadbed, including pile jacking 1, pile pipe 3 and pile 4, top
1 bottom end installation sleeve 2 of stake gives pile jacking 1 and the stable contact environment of pile 4 by sleeve 2；Pile pipe 3 is installed in 2 bottom of sleeve,
Make to lack in the movement more of pile jacking 1 and pile 4 by pile pipe 3；Pile 4 is installed in 3 bottom of pile pipe, several are arranged in 4 bottom of pile
Stake bar 5, facilitates device to protrude into soil layer by stake bar 5；Through slot 6 is set in the middle part of sleeve 2, and setting connection cranse 7 in 2 bottom of sleeve leads to
It crosses connection cranse 7 top bolt 1 and pile pipe 3 of different sizes are stably mounted in sleeve 2；3 bottom of pile pipe setting limit cranse 8,
By the engaging of limit cranse 8 and press platform 9, pile 4 is prevented to be displaced excessive disengaging pile pipe 3；Setting press platform 9 at the top of pile 4,
Pile top 10 is arranged in stake 5 bottom of bar, installs several clips 11 on 2 bottom end outer wall of sleeve, by clip 11 that sleeve and pile pipe 3 is steady
Fixed connection；Slot 13 is bound round in setting on the inside of several clips 11, installs several connecting screws 14 on several 11 both ends inner walls of clip.
Embodiment 2
Please refer to Fig. 2-Fig. 5 itself the difference from embodiment 1 is that: pile jacking 1 and pile pipe 3 are inlaid in sleeve 2 by through slot 6
It is interior and be flexibly connected by sleeve 2, so that pile jacking 1 is carried out effective press process by the guidance of sleeve 2；Pile pipe 3
Caliber size is greater than pile jacking 1, and the center of pile pipe 3 and pile jacking 1 corresponds to each other, and keeps pile jacking 1 accurate when moving down
It is directed at 3 port of pile pipe；Several connecting holes 12 are respectively provided on 5 side wall of sleeve 2 and pile pipe, and clip 11 passes through 14 He of connecting screw
The cooperation of connecting hole 12 is fixedly mounted between sleeve 2 and pile pipe 5, enables clip 11 is stable to be mounted on device outer wall；
The size of hoop slot 13 matches with cranse 7 is connect, and several clips 11 make multiple clips around the 7 annular setting of connection cranse
11 sleeve 2 and pile pipe 3 can be fixedly mounted, and increase the stabilization of apparatus structure；The size for pressing platform 9 is greater than pile 4, and pile
4 are installed on inside pile pipe 3 by pressing platform 9, be moved pile 5 can accurately in pile pipe 3 after being pressed, are prevented from being displaced
Pile 5 is excessively caused to be detached from；Pile top 10 enables the entrance soil layer that a bar 5 is more convenient in conical structure straight down；
Pile jacking 1 is fitting to connection by pile pipe 3 and press platform 9, enables pile jacking 1 that press dynamics is adequately passed to pile 4.
When the utility model is used, firstly, support stake is integrally placed in specified installation site, by 5 bottom of stake bar
The pile top 10 in portion contacts pit-hole bottom surface, is beaten by way of punching press to the top bolt 1 at the top of device, makes to push up bolt 1 along logical
Slot 6 moves down, to make to push up 1 bottom of bolt contact press platform 9, imparts power to pile 4, pile 4 penetrates soil layer by stake bar 5
In, so that support pin be driven integrally to move down, increase pile foundation depth, can continue to fold at the top of the bolt 1 of top according to required pile foundation depth
The top bolt 1 added, make device moves down scale increase, and in the process, clip 11 can stablize the stable structure of holding meanss.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and
And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this is practical new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this is practical new
The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing for the equivalent requirements of the claims will be fallen in
All changes in justice and range are embraced therein.It should not treat any reference in the claims as limiting
Related claim.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (8)
1. road and bridge, which build, repairs the support stake of construction roadbed, including pile jacking (1), pile pipe (3) and pile (4), it is characterised in that: the top
The pile pipe (3) is installed in stake (1) bottom end installation sleeve (2), sleeve (2) bottom, and the stake is installed in pile pipe (3) bottom
Column (4), pile (4) bottom are arranged several bars (5), through slot (6) are arranged in the middle part of the sleeve (2), the sleeve (2)
Bottom setting connection cranse (7), pile pipe (3) bottom setting limit cranse (8), pile (4) the top setting press platform
(9), pile top (10) are arranged in stake bar (5) bottom, install several clips (11) on the outer wall of sleeve (2) bottom end, several
Slot (13) are bound round in setting on the inside of a clip (11), install several connecting screws on several clip (11) both ends inner walls
(14).
2. road and bridge according to claim 1, which build, repairs the support stake of construction roadbed, it is characterised in that: the pile jacking (1) and institute
Pile pipe (3) is stated to be inlaid in the sleeve (2) by the through slot (6) and be flexibly connected by the sleeve (2).
3. road and bridge according to claim 1, which build, repairs the support stake of construction roadbed, it is characterised in that: the mouth of the pile pipe (3)
Diameter size is greater than the pile jacking (1), and the center of the pile pipe (3) and the pile jacking (1) corresponds to each other.
4. road and bridge according to claim 1, which build, repairs the support stake of construction roadbed, it is characterised in that: the sleeve (2) and institute
It states and is respectively provided with several connecting holes (12) on pile pipe (3) side wall, and the clip (11) passes through the connecting screw (14) and institute
The cooperation for stating connecting hole (12) is fixedly mounted between sleeve (2) and pile pipe (3).
5. road and bridge according to claim 1, which build, repairs the support stake of construction roadbed, it is characterised in that: the ruler of hoop slot (13)
It is very little to match with the connection cranse (7), and several described clips (11) are around connection cranse (7) the annular setting.
6. road and bridge according to claim 1, which build, repairs the support stake of construction roadbed, it is characterised in that: press platform (9)
Size is greater than the pile (4), and the pile (4) is installed on the pile pipe (3) inside by the press platform (9).
7. road and bridge according to claim 1, which build, repairs the support stake of construction roadbed, it is characterised in that: the pile top (10) is in perpendicular
Straight downward conical structure.
8. road and bridge according to claim 1, which build, repairs the support stake of construction roadbed, it is characterised in that: the pile jacking (1) passes through
The pile pipe (3) and the press platform (9) are fitting to connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820477726.8U CN208235506U (en) | 2018-04-05 | 2018-04-05 | Road and bridge, which build, repairs the support stake of construction roadbed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820477726.8U CN208235506U (en) | 2018-04-05 | 2018-04-05 | Road and bridge, which build, repairs the support stake of construction roadbed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208235506U true CN208235506U (en) | 2018-12-14 |
Family
ID=64586434
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820477726.8U Expired - Fee Related CN208235506U (en) | 2018-04-05 | 2018-04-05 | Road and bridge, which build, repairs the support stake of construction roadbed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208235506U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110029835A (en) * | 2019-05-29 | 2019-07-19 | 郑州工业应用技术学院 | A kind of civil engineering combined type support stake |
-
2018
- 2018-04-05 CN CN201820477726.8U patent/CN208235506U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110029835A (en) * | 2019-05-29 | 2019-07-19 | 郑州工业应用技术学院 | A kind of civil engineering combined type support stake |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202644541U (en) | Steel support structure for ultra-deep foundation pit construction in narrow field | |
| CN106661856A (en) | Transmission tower foundation using micropile | |
| CN208235506U (en) | Road and bridge, which build, repairs the support stake of construction roadbed | |
| CN202247899U (en) | Foundation pit support air bag | |
| CN104034592A (en) | Rock triaxial compression test method suitable for sample preparation through drilling | |
| CN104563170A (en) | Offshore wind power generation mono-pile foundation horizontal bearing capacity test counterforce device and construction method thereof | |
| CN102296874A (en) | Hydraulic lifting tower | |
| CN204983399U (en) | Section of hanging down is transferred to testing column steel pipe | |
| CN208734281U (en) | A kind of casing driving device of rotary drilling rig | |
| CN204608791U (en) | Dipping type high pressure jet grouting ejector | |
| JP2007169988A (en) | Bearing pile press-in method and load testing method | |
| KR100999880B1 (en) | Apparatus for pressing steel pipe and method for well foundation construction using thereof | |
| CN203881626U (en) | Tri-axial compression test system for rock masses | |
| CN203654734U (en) | Crossbeam clamp | |
| CN202125111U (en) | Hydraulic lifting tower | |
| CN105672882A (en) | Photovoltaic support pile foundation group locating and drilling device and drilling method | |
| CN105369806A (en) | Multistage elastic pile transporting device for static pressure pipe pile | |
| CN219434064U (en) | Portable pile point positioning device | |
| CN204530794U (en) | Offshore wind farm single-pile foundation horizontal bearing capacity test counterforce device | |
| CN205653901U (en) | Floor riser entrance to a cave plugging device | |
| CN203948035U (en) | A kind of tunnel type rig suspension device | |
| KR20140140440A (en) | Hybrid support structure and method for installing the same | |
| CN211143113U (en) | Hydraulic engineering retaining wall | |
| CN216360664U (en) | Bridge building templates link for civil engineering | |
| CN203347250U (en) | Cable tray stand column mounting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181214 Termination date: 20200405 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |