CN207295714U - Vertically-guided structure is used in a kind of prefabricated tubular pile construction - Google Patents
Vertically-guided structure is used in a kind of prefabricated tubular pile construction Download PDFInfo
- Publication number
- CN207295714U CN207295714U CN201721228613.6U CN201721228613U CN207295714U CN 207295714 U CN207295714 U CN 207295714U CN 201721228613 U CN201721228613 U CN 201721228613U CN 207295714 U CN207295714 U CN 207295714U
- Authority
- CN
- China
- Prior art keywords
- fixedly connected
- tubular pile
- prefabricated tubular
- concrete slab
- horizontal concrete
- 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
The utility model discloses a kind of prefabricated tubular pile construction vertically-guided structure, including horizontal concrete slab, the bottom of the horizontal concrete slab is dirt bed, the both sides of the horizontal concrete slab bottom have been fixedly connected with insertion rod, guide pipe is fixedly connected with axis at the top of the horizontal concrete slab, both sides at the top of the horizontal concrete slab have been fixedly connected with fixed plate, and side of the fixed plate away from guide pipe is fixedly connected with electric telescopic rod.The utility model is by setting horizontal concrete slab, insertion rod, guide pipe, fixed plate, electric telescopic rod, drive link, fixed block, movable span and turning rolls, can be very easily vertical by prefabricated tubular pile ontology alignment, effect that is spacing and stablizing is fine, it may insure the stability of prefabricated tubular pile body and device in the construction process, accurate positioning, it ensure that the security during use, improve the quality of engineering.
Description
Technical field
Prefabricated tubular pile technical field is the utility model is related to, is specially that vertically-guided structure is used in a kind of prefabricated tubular pile construction.
Background technology
At present, prefabricated tubular pile construction technology is quickly grown, and especially pile for prestressed pipe, square pile are fast with speed of application, short time limit,
Bearing capacity of single pile height, bending resistance, the characteristic such as tensile property is good, durability is strong, cost is low, are widely used in various buildings and structure
The basis of thing is built, the situation of off normal often occurs in prefabricated tubular pile in construction, but conventional piles position measurement and positioning method is logical
Line is crossed, is then driven piles roughly, is difficult to find advance line after piling, it is easy to cause Wrong localization, or even cause
Accident resulting from poor quality of projects etc. endangers.
Utility model content
The technical problem of solution：In view of the deficiencies of the prior art, the utility model provides a kind of prefabricated tubular pile construction and uses
Vertically-guided structure, possesses the advantages that vertically-guided effect is good, and it is by ruling, so to solve conventional piles position measurement and positioning method
Drive piles roughly afterwards, be difficult to find advance line after piling, it is easy to cause Wrong localization, or even cause construction quality thing
Therefore wait the problem of endangering.
Technical solution：To achieve the above object, the utility model provides following technical solution：A kind of prefabricated tubular pile construction is used
Vertically-guided structure, including horizontal concrete slab, the bottom of the horizontal concrete slab are dirt bed, the horizontal concrete slab
The both sides of bottom have been fixedly connected with insertion rod, are fixedly connected with guide pipe at the axis at the top of the horizontal concrete slab, institute
State the both sides at the top of horizontal concrete slab and be fixedly connected with fixed plate, side of the fixed plate away from guide pipe is fixedly connected
There is electric telescopic rod, the output terminal of the electric telescopic rod through fixed plate and is fixedly connected with drive link, the guide pipe
Internal activity is connected with prefabricated tubular pile body, and the bottom of the prefabricated tubular pile body through horizontal concrete slab and extends to soil
The inside of layer, the inner wall of the guide pipe are fixedly connected with fixed block, and the quantity of the fixed block is four, the fixed block
Inside offers movable span, and the one end of the drive link away from electric telescopic rod is through guide pipe and is fixedly connected with turning rolls,
The turning rolls is located at the inner cavity of movable span, and the inner cavity of the turning rolls is connected with roller by shaft.
Preferably, one end that the insertion rod is located inside dirt bed is fixedly connected with flaps, the flaps top
Cross-sectional area be more than insertion rod bottom cross-sectional area.
Preferably, the surface of the guide pipe is fixedly connected with limited block, and the inside of the limited block offers and activity
The limit hole of hole connection.
Preferably, the inside of the prefabricated tubular pile body is provided through stiffener, and the quantity of the stiffener is not
Less than 20.
Preferably, the size of the stiffener and size are equal, and the distance between each two stiffener is equal.
Preferably, the surface of the drive link is provided with graduation mark, and the unit of graduation mark is one millimeter.
Compared with prior art, the utility model provides a kind of prefabricated tubular pile construction vertically-guided structure, possess with
Lower beneficial effect：
1st, the utility model is by setting horizontal concrete slab, insertion rod, guide pipe, fixed plate, electric telescopic rod, transmission
Bar, fixed block, movable span and turning rolls, can be very easily vertical, spacing and stable effect by prefabricated tubular pile ontology alignment
Fruit is fine, it can be ensured that the stability of prefabricated tubular pile body and device in the construction process, accurate positioning, ensure that using process
In security, improve the quality of engineering.
2nd, the utility model can be such that the connection of insertion rod and dirt bed more stablizes by the setting of flaps, improve
The stability of work progress, it is ensured that the progress and quality of construction, can make different rulers by the setting of limit hole and limited block
Very little prefabricated tubular pile body can be carried out constructing, and adjusting method is simple, effectively raise the efficiency of engineering construction.
3rd, the utility model can increase the intensity of prefabricated tubular pile body by the setting of stiffener, improve prefabricated pipe
The service life of pile body, can be adjusted between roller accordingly by the setting of graduation mark according to the size of prefabricated tubular pile body
Distance, degree of regulation higher, ensure that the quality of construction.
In conclusion vertically-guided structure is used in prefabricated tubular pile construction, by setting horizontal concrete slab, insertion rod, leading
Xiang Guan, fixed plate, electric telescopic rod, drive link, fixed block, movable span and turning rolls, solve conventional piles position measurement and positioning side
Method is by line, is then driven piles roughly, is difficult to find advance line after piling, it is easy to cause Wrong localization, very
To the problem of causing accident resulting from poor quality of projects etc. to endanger.
Brief description of the drawings
Fig. 1 is the utility model structure diagram.
Fig. 2 is the utility model guide pipe structure top plan view.
Fig. 3 is the utility model drive link schematic enlarged-scale view.
In figure：1 horizontal concrete slab, 2 dirt beds, 3 insertion rods, 4 guide pipes, 5 fixed plates, 6 electric telescopic rods, 7 transmissions
Bar, 8 prefabricated tubular pile bodies, 9 fixed blocks, 10 movable spans, 11 turning rolls, 12 rollers, 13 flaps, 14 limited blocks, 15 limit holes,
16 stiffeners, 17 graduation marks.
Embodiment
In the description of the utility model, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " length ", " width
Degree ", " thickness ", " on ", " under ", "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer ",
The orientation or position relationship of the instructions such as " clockwise ", " counterclockwise " be based on orientation shown in the drawings or position relationship, be only for
Described easy to description the utility model and simplifying, rather than instruction or imply signified equipment or element must have it is specific
Orientation, with specific azimuth configuration and operation, therefore it is not intended that limitation to the utility model.
In addition, term " first ", " second " are only used for description purpose, and it is not intended that instruction or hint relative importance
Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can be expressed or
Implicitly include one or more this feature.In the description of the utility model, " multiple " are meant that two or two
More than, unless otherwise specifically defined.
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
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 embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained, shall fall within the protection scope of the present invention.
- 3 are please referred to Fig.1, vertically-guided structure, including horizontal concrete slab 1, horizontal coagulation are used in a kind of prefabricated tubular pile construction
The bottom of native plate 1 is dirt bed 2, and the both sides of 1 bottom of horizontal concrete slab have been fixedly connected with insertion rod 3, and insertion rod 3 is located at mud
One end inside soil layer 2 is fixedly connected with flaps 13, and the cross-sectional area at the top of flaps 13 is more than the transversal of 3 bottom of insertion rod
Area, can be such that insertion rod 3 and the connection of dirt bed 2 more stablizes, improve work progress by the setting of flaps 13
Stability, it is ensured that the progress and quality of construction, state and be fixedly connected with guide pipe 4, water at the axis at the top of horizontal concrete slab 1
The both sides at the flat top of concrete slab 1 have been fixedly connected with fixed plate 5, and side of the fixed plate 5 away from guide pipe 4 is fixedly connected with electricity
Dynamic telescopic rod 6, the output terminal of electric telescopic rod 6 through fixed plate 5 and are fixedly connected with drive link 7, and the surface of drive link 7 is set
There is graduation mark, the unit of graduation mark is one millimeter, can be according to the size phase of prefabricated tubular pile body 8 by the setting of graduation mark 17
The distance between adjusting roller 12 answered, degree of regulation higher, ensure that the quality of construction, the internal activity connection of guide pipe 4
There is prefabricated tubular pile body 8, the inside of prefabricated tubular pile body 8 is provided through stiffener 16, and the quantity of stiffener 16 is many
In 20, the size and size of stiffener 16 are equal, and the distance between each two stiffener 16 is equal, by adding
The setting of strong reinforcing bar 16 can increase the intensity of prefabricated tubular pile body 8, improve the service life of prefabricated tubular pile body 8, prefabricated
The bottom of pile pile body 8 is through horizontal concrete slab 1 and extends to the inside of dirt bed 2, and the inner wall of guide pipe 4 is fixedly connected with
Fixed block 9, the quantity of fixed block 9 is four, and the inside of fixed block 9 offers movable span 10, and the surface of guide pipe 4 is fixedly connected
There is limited block 14, the inside of limited block 14 offers the limit hole 15 connected with movable span 10, passes through limit hole 15 and limited block
14 setting can make various sizes of prefabricated tubular pile body 8 can be carried out constructing, and adjusting method is simple, effectively carries
The high efficiency of engineering construction, the one end of drive link 7 away from electric telescopic rod 6 is through guide pipe 4 and is fixedly connected with turning rolls
11, turning rolls 11 is located at the inner cavity of movable span 10, and the inner cavity of turning rolls 11 is connected with roller 12 by shaft, passes through setting
Horizontal concrete slab 1, insertion rod 3, guide pipe 4, fixed plate 5, electric telescopic rod 6, drive link 7, fixed block 9,10 and of movable span
Turning rolls 11, very easily can be adjusted to vertical by prefabricated tubular pile body 8, and effect that is spacing and stablizing is fine, it can be ensured that
The stability of prefabricated tubular pile body 8 and device in the construction process, accurate positioning, ensure that the security during use, carries
The high quality of engineering.
In use, being laid with horizontal concrete slab 1 on the surface of dirt bed 2 first, then guide pipe 4 is fixed on horizontal mixed
The top of concrete board 1, is then inserted into 4 inner cavity of guide pipe by prefabricated tubular pile body 8, and drive link 7 is driven by electric telescopic rod 6
Movement, drives turning rolls 11 and roller 12 to move, the bottom of prefabricated tubular pile body 8 is run through Horizontal concrete by drive link 7
Plate 1 and the inside for extending to dirt bed 2, based on graduation mark 17, and the size of adjustment length is equal, until roller 12
Surface when being contacted with the surface-stable of prefabricated tubular pile body 8, then just explanation prefabricated tubular pile body 8 is vertical, you can with
Construct.
While there has been shown and described that the embodiment of the utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from the principle of the utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (6)
1. vertically-guided structure, including horizontal concrete slab are used in a kind of prefabricated tubular pile construction（1）, it is characterised in that：The level
Concrete slab（1）Bottom be dirt bed（2）, the horizontal concrete slab（1）The both sides of bottom have been fixedly connected with insertion rod
（3）, the horizontal concrete slab（1）Guide pipe is fixedly connected with the axis at top（4）, the horizontal concrete slab（1）Top
The both sides in portion have been fixedly connected with fixed plate（5）, the fixed plate（5）Away from guide pipe（4）Side be fixedly connected with it is electronic
Telescopic rod（6）, the electric telescopic rod（6）Output terminal run through fixed plate（5）And it is fixedly connected with drive link（7）, it is described to lead
Xiang Guan（4）Internal activity be connected with prefabricated tubular pile body（8）, the prefabricated tubular pile body（8）Bottom run through horizontal coagulation
Native plate（1）And extend to dirt bed（2）Inside, the guide pipe（4）Inner wall be fixedly connected with fixed block（9）, it is described solid
Determine block（9）Quantity be four, the fixed block（9）Inside offer movable span（10）, the drive link（7）Away from electronic
Telescopic rod（6）One end run through guide pipe（4）And it is fixedly connected with turning rolls（11）, the turning rolls（11）Positioned at movable span
（10）Inner cavity, the turning rolls（11）Inner cavity roller is connected with by shaft（12）.
2. vertically-guided structure is used in a kind of prefabricated tubular pile construction according to claim 1, it is characterised in that：The insertion rod
（3）Positioned at dirt bed（2）Internal one end is fixedly connected with flaps（13）, the flaps（13）The cross-sectional area at top is big
In insertion rod（3）The cross-sectional area of bottom.
3. vertically-guided structure is used in a kind of prefabricated tubular pile construction according to claim 1, it is characterised in that：The guide pipe
（4）Surface be fixedly connected with limited block（14）, the limited block（14）Inside offer and movable span（10）The limit of connection
Position hole（15）.
4. vertically-guided structure is used in a kind of prefabricated tubular pile construction according to claim 1, it is characterised in that：The prefabricated pipe
Pile body（8）Inside be provided through stiffener（16）, the stiffener（16）Quantity be no less than 20.
5. vertically-guided structure is used in a kind of prefabricated tubular pile construction according to claim 4, it is characterised in that：The reinforcement steel
Muscle（16）Size and size be equal, and each two stiffener（16）The distance between it is equal.
6. vertically-guided structure is used in a kind of prefabricated tubular pile construction according to claim 1, it is characterised in that：The drive link
（7）Surface be provided with graduation mark, the unit of graduation mark is one millimeter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721228613.6U CN207295714U (en) | 2017-09-25 | 2017-09-25 | Vertically-guided structure is used in a kind of prefabricated tubular pile construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721228613.6U CN207295714U (en) | 2017-09-25 | 2017-09-25 | Vertically-guided structure is used in a kind of prefabricated tubular pile construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207295714U true CN207295714U (en) | 2018-05-01 |
Family
ID=62443246
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721228613.6U Expired - Fee Related CN207295714U (en) | 2017-09-25 | 2017-09-25 | Vertically-guided structure is used in a kind of prefabricated tubular pile construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207295714U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107653885A (en) * | 2017-09-25 | 2018-02-02 | 李琼兵 | Vertically-guided structure is used in a kind of prefabricated tubular pile construction |
| CN111441356A (en) * | 2020-05-06 | 2020-07-24 | 北京市政路桥股份有限公司 | H-shaped steel installation guiding device of SMW construction method pile |
-
2017
- 2017-09-25 CN CN201721228613.6U patent/CN207295714U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107653885A (en) * | 2017-09-25 | 2018-02-02 | 李琼兵 | Vertically-guided structure is used in a kind of prefabricated tubular pile construction |
| CN111441356A (en) * | 2020-05-06 | 2020-07-24 | 北京市政路桥股份有限公司 | H-shaped steel installation guiding device of SMW construction method pile |
| CN111441356B (en) * | 2020-05-06 | 2021-05-14 | 北京市政路桥股份有限公司 | H-shaped steel installation guiding device of SMW construction method pile |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107653885A (en) | Vertically-guided structure is used in a kind of prefabricated tubular pile construction | |
| CN207295714U (en) | Vertically-guided structure is used in a kind of prefabricated tubular pile construction | |
| CN106638616A (en) | Foundation pit engineering steel box cement-soil diaphragm wall and construction method thereof | |
| CN207419711U (en) | Steel plate shear force wall and the connection structure of steel bar girder floor plates | |
| CN112144509A (en) | Construction method of underground continuous wall, joint and connection structure thereof | |
| CN207775909U (en) | A kind of cofferdam with combination shaped steel plate pile | |
| CN207331720U (en) | A kind of cofferdam with Combined steel tube sheet pile | |
| CN108330986A (en) | Back-pressure de-bowed type pile slab supporting structure and construction method after stake | |
| CN208105283U (en) | A kind of polygon foundation pit supporting construction | |
| CN208586720U (en) | A kind of adjustment height gutter | |
| CN206570767U (en) | The case base analysis on aqueduct structure being arranged in parallel suitable for double flute | |
| CN201395937Y (en) | Steel bar positioning plate for construction joint | |
| CN108330988A (en) | A kind of polygon foundation pit supporting construction and construction method | |
| CN211298026U (en) | Concatenation formula cell type leaks dropping board | |
| CN201924288U (en) | Guide device for bottom plate of jacked frame bridge | |
| CN221822964U (en) | Concrete pile pushing device | |
| CN209555962U (en) | One kind being suitable for III class stake of cast-in-situ bored pile and cushion cap connection structure | |
| CN106894577A (en) | A kind of strong constraint rectangular profile concrete filled steel tube rod structure with ribbing | |
| CN108468339B (en) | Skeleton type foundation pit supporting and basement exterior wall assembly structure and construction method thereof | |
| CN207392235U (en) | Construction template of circular pipe culvert in urban underground comprehensive pipe gallery | |
| CN214033608U (en) | Trapezoidal drainage ditch control ruler | |
| CN207091930U (en) | One kind uprises box girder formwork | |
| CN220719722U (en) | Prefabricated bar-shaped foundation wall body mould and wall body | |
| CN221741339U (en) | Fast assembly fixed bed course template | |
| CN215561712U (en) | A road bed splicing apparatus for construction is widened to road |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180501 Termination date: 20180925 |