CN206956720U - High-strength concrete precast pipe pile splicing structure - Google Patents
High-strength concrete precast pipe pile splicing structure Download PDFInfo
- Publication number
- CN206956720U CN206956720U CN201720822750.6U CN201720822750U CN206956720U CN 206956720 U CN206956720 U CN 206956720U CN 201720822750 U CN201720822750 U CN 201720822750U CN 206956720 U CN206956720 U CN 206956720U
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- China
- Prior art keywords
- pile
- prefabricated tubular
- tubular pile
- connecting plate
- fixedly connected
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- 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
- 239000011372 high-strength concrete Substances 0.000 title claims abstract description 15
- 229920001971 elastomer Polymers 0.000 claims abstract description 8
- 239000005060 rubber Substances 0.000 claims abstract description 8
- 239000004567 concrete Substances 0.000 abstract description 11
- 230000000694 effects Effects 0.000 abstract description 9
- 238000010276 construction Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 239000004576 sand Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009750 centrifugal casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of high-strength concrete precast pipe pile splicing structure, including the first prefabricated tubular pile and the second prefabricated tubular pile, the bottom of first prefabricated tubular pile is connected with the screw top of the second prefabricated tubular pile, it is fixedly connected on second prefabricated tubular pile and is socketed with supporting table, attachment means are provided with second prefabricated tubular pile and positioned at the top of support ring, the top both sides of the supporting table have been fixedly connected with bearing, and support arm is connected with by rotating shaft on bearing, a upper lateral part of the support arm is fixedly connected with spheroid.The high-strength concrete precast pipe pile splicing structure, using the structure design of the first connecting plate, the second connecting plate, the first axle bed, the second axle bed, montant, locating piece, trip bolt, handle, nut and rubber blanket, and bearing, support arm, spheroid, groove cooperation under, the effect for concrete precast pipe pile being fixed pile extension is reached, steadiness during pile extension is improved, mitigates the burden of staff.
Description
Technical field
Precast pipe pile splicing technical field is the utility model is related to, specially a kind of high-strength concrete precast pipe pile splicing
Construction.
Background technology
Prestressed concrete pipe pile can be divided into post-tensioned prestressing stake and pretensioned-prestressed tube pile.Pre-tensioning system in advance should
Solenoid stake is to use a kind of hollow cylinder elongate concrete prefabricated components made of pretensioned prestressing technique and centrifugal casting,
Mainly it is made up of cylindrical shape pile body, end plate and steel hoop etc..
At present when being constructed to concrete precast pipe pile, frequently encounter concrete precast pipe pile length not enough need into
The phenomenon of row pile extension, but existing splicing structure is simple in construction, influence the use of concrete precast pipe pile during pile extension built on the sand
Effect, increase the burden of staff.
Utility model content
（One）The technical problem of solution
In view of the shortcomings of the prior art, the utility model provides a kind of high-strength concrete precast pipe pile splicing structure,
It is simple in construction to solve existing splicing structure, during pile extension built on the sand, the problem of influenceing the using effect of concrete precast pipe pile.
（Two）Technical scheme
To realize object above, the utility model is achieved by the following technical programs：A kind of strong concrete is pre-
Tubular pile splicing processed construction, including the first prefabricated tubular pile and the second prefabricated tubular pile, the bottom of first prefabricated tubular pile and second pre-
The screw top of tubulation stake connects, and is fixedly connected on second prefabricated tubular pile and is socketed with supporting table, second prefabricated tubular pile
Upper and positioned at support ring top is provided with attachment means, and the top both sides of the supporting table have been fixedly connected with bearing, and prop up
Support arm is connected with by rotating shaft on seat, a upper lateral part of the support arm is fixedly connected with spheroid, first prefabricated tubular pile
Both sides open up fluted, and groove is equipped with spheroid, and the attachment means include the first connecting plate and the second connection
Plate, the first connecting plate and the second connecting plate are semicircle, and the first connecting plate and the second connecting plate enclose a full circle,
The side of first connecting plate and the second connecting plate has been respectively fixedly connected with the first axle bed and the second axle bed, first axle bed
Montant is connected with by rotating shaft, and the bottom of montant is flexibly connected by rotating shaft with the second axle bed, first connecting plate
Locating piece has been fixedly connected with the opposite side of the second connecting plate, and has interted on two locating pieces and is provided with trip bolt, and
One end of trip bolt is fixedly connected with handle, and the side of the locating piece on first connecting plate is fixedly connected with nut, institute
The other end for stating trip bolt is connected with nut thread.
Preferably, the length of first prefabricated tubular pile and the second prefabricated tubular pile threaded joints is equal to the length of support arm,
And spheroid is sticked into groove when the first prefabricated tubular pile and the second prefabricated tubular pile coincide.
Preferably, the bottom of first prefabricated tubular pile is arranged to taper, and the bottom of the first prefabricated tubular pile is fixed and connected
It is connected to cylinder.
Preferably, the spiral shell trace being threadedly coupled with the first prefabricated tubular pile is provided with the inwall of second prefabricated tubular pile.
Preferably, rubber blanket has been fixedly connected with it on the inwall of first connecting plate and the second connecting plate.
（Three）Beneficial effect
The utility model provides a kind of high-strength concrete precast pipe pile splicing structure.Possesses following beneficial effect：
The high-strength concrete precast pipe pile splicing structure, it is simple in construction to solve existing splicing structure, during pile extension not
It is firm, the problem of influenceing the using effect of concrete precast pipe pile, by the improvement to attachment means, using the first connecting plate,
Second connecting plate, the first axle bed, the second axle bed, montant, locating piece, trip bolt, handle, the structure of nut and rubber blanket are set
Meter, and bearing, support arm, spheroid, groove cooperation under, reached the effect for concrete precast pipe pile being fixed pile extension
Fruit, steadiness during pile extension is improved, mitigate the burden of staff, improve operating efficiency.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the structural representation of the utility model attachment means.
In figure：1 first prefabricated tubular pile, 2 second prefabricated tubular piles, 3 supporting tables, 4 attachment means, 41 first connecting plates, 42
Two connecting plates, 43 first axle beds, 44 second axle beds, 45 montants, 46 locating pieces, 47 trip bolts, 48 handles, 49 nuts, 410 rubbers
Rubber cushion, 5 bearings, 6 support arms, 7 spheroids, 8 grooves, 9 cylinders.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Fig. 1-2 is referred to, the utility model provides a kind of technical scheme：A kind of high-strength concrete precast pipe pile splicing structure
Make, including the first prefabricated tubular pile 1 and the second prefabricated tubular pile 2, be provided with and the first prefabricated tubular pile on the inwall of the second prefabricated tubular pile 2
The spiral shell trace of 1 threaded connection, the bottom of the first prefabricated tubular pile 1 are connected with the screw top of the second prefabricated tubular pile 2, the second prefabricated tubular pile
It is fixedly connected on 2 and is socketed with supporting table 3, is provided with attachment means 4 on the second prefabricated tubular pile 2 and positioned at the top of support ring, props up
The top both sides of support platform 3 have been fixedly connected with bearing 5, and are connected with support arm 6, the side of support arm 6 by rotating shaft on bearing 5
Top is fixedly connected with spheroid 7, and the length of the first prefabricated tubular pile 1 and the threaded joints of the second prefabricated tubular pile 2 is equal to the length of support arm 6
Degree, and spheroid 7 is sticked into groove 8 when the first prefabricated tubular pile 1 and the second prefabricated tubular pile 2 coincide, and spheroid 7 and groove 8 coordinate, and reach
To the effect further connected and fixed, the bottom of the first prefabricated tubular pile 1 is arranged to taper, and taper is facilitated access in soil, reduces
Resistance, and the bottom of the first prefabricated tubular pile 1 is fixedly connected with cylinder 9, and the both sides of the first prefabricated tubular pile 1 open up fluted 8,
And groove 8 is equipped with spheroid 7, attachment means 4 include the first connecting plate 41 and the second connecting plate 42, the He of the first connecting plate 41
Second connecting plate 42 is semicircle, and the first connecting plate 41 and the second connecting plate 42 enclose a full circle, the first connection
The side of the connecting plate 42 of plate 41 and second has been respectively fixedly connected with the first axle bed 43 and the second axle bed 44, the first connecting plate 41 and
Rubber blanket 410 has been fixedly connected with the inwall of two connecting plates 42, the first axle bed 43 is connected with montant 45 by rotating shaft, and
The bottom of montant 45 is flexibly connected by rotating shaft with the second axle bed 44, and the opposite side of the first connecting plate 41 and the second connecting plate 42 is equal
Locating piece 46 is fixedly connected with, and interts on two locating pieces 46 and is provided with trip bolt 47, and one end of trip bolt 47
It is fixedly connected with handle 48, the side of the locating piece 46 on the first connecting plate 41 is fixedly connected with nut 49, trip bolt 47
The other end is threadedly coupled with nut 49, by pulling and pushing trip bolt 47, can reach the fixed effect of installation.
In summary, the high-strength concrete precast pipe pile splicing structure, it is simple in construction to solve existing splicing structure,
During pile extension built on the sand, the problem of influenceing the using effect of concrete precast pipe pile, by the improvement to attachment means 4, using
One connecting plate 41, the second connecting plate 42, the first axle bed 43, the second axle bed 44, montant 45, locating piece 45, trip bolt 47, handle
48th, the structure design of nut 49 and rubber blanket 410, and bearing 5, support arm 6, spheroid 7, groove 8 cooperation under, reached pair
The effect of pile extension is fixed in concrete precast pipe pile, improves steadiness during pile extension, mitigates the burden of staff, improves
Operating efficiency.
It should be noted that herein, such as first and second or the like relational terms are used merely to a reality
Body or operation make a distinction with another entity or operation, and not necessarily require or imply and deposited between these entities or operation
In any this actual relation or order.Moreover, term " comprising ", "comprising" or its any other variant are intended to
Nonexcludability includes, so that process, method, article or equipment including a series of elements not only will including those
Element, but also the other element including being not expressly set out, or it is this process, method, article or equipment also to include
Intrinsic key element.
While there has been shown and described that embodiment of the present 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 principle of the present 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 (5)
1. a kind of high-strength concrete precast pipe pile splicing structure, including the first prefabricated tubular pile（1）With the second prefabricated tubular pile（2）,
It is characterized in that：First prefabricated tubular pile（1）Bottom and the second prefabricated tubular pile（2）Screw top connection, described second
Prefabricated tubular pile（2）On be fixedly connected and be socketed with supporting table（3）, second prefabricated tubular pile（2）Top upper and positioned at support ring
It is provided with attachment means（4）, the supporting table（3）Top both sides be fixedly connected with bearing（5）, and bearing（5）On pass through
Rotating shaft is connected with support arm（6）, the support arm（6）A upper lateral part be fixedly connected with spheroid（7）, first prefabricated tubular pile
（1）Both sides open up it is fluted（8）, and groove（8）With spheroid（7）It is equipped with, the attachment means（4）Connect including first
Fishplate bar（41）With the second connecting plate（42）, the first connecting plate（41）With the second connecting plate（42）It is semicircle, and first connects
Fishplate bar（41）With the second connecting plate（42）Enclose a full circle, first connecting plate（41）With the second connecting plate（42）One
Side has been respectively fixedly connected with the first axle bed（43）With the second axle bed（44）, first axle bed（43）It is connected with by rotating shaft
Montant（45）, and montant（45）Bottom pass through rotating shaft and the second axle bed（44）It is flexibly connected, first connecting plate（41）With
Second connecting plate（42）Opposite side be fixedly connected with locating piece（46）, and two locating pieces（46）It is above interspersed to be provided with fastening
Screw（47）, and trip bolt（47）One end be fixedly connected with handle（48）, first connecting plate（41）On positioning
Block（46）Side be fixedly connected with nut（49）, the trip bolt（47）The other end and nut（49）Threaded connection.
2. high-strength concrete precast pipe pile splicing structure according to claim 1, it is characterised in that：Described first is prefabricated
Pile tube（1）With the second prefabricated tubular pile（2）The length of threaded joints is equal to support arm（6）Length, and the first prefabricated tubular pile（1）
With the second prefabricated tubular pile（2）Spheroid when coincideing（7）Stick into groove（8）It is interior.
3. high-strength concrete precast pipe pile splicing structure according to claim 1, it is characterised in that：Described first is prefabricated
Pile tube（1）Bottom be arranged to taper, and the first prefabricated tubular pile（1）Bottom be fixedly connected with cylinder（9）.
4. high-strength concrete precast pipe pile splicing structure according to claim 1, it is characterised in that：Described second is prefabricated
Pile tube（2）Inwall on be provided with and the first prefabricated tubular pile（1）The spiral shell trace of threaded connection.
5. high-strength concrete precast pipe pile splicing structure according to claim 1, it is characterised in that：First connection
Plate（41）With the second connecting plate（42）Inwall on be fixedly connected with rubber blanket（410）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720822750.6U CN206956720U (en) | 2017-07-08 | 2017-07-08 | High-strength concrete precast pipe pile splicing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720822750.6U CN206956720U (en) | 2017-07-08 | 2017-07-08 | High-strength concrete precast pipe pile splicing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206956720U true CN206956720U (en) | 2018-02-02 |
Family
ID=61384164
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720822750.6U Expired - Fee Related CN206956720U (en) | 2017-07-08 | 2017-07-08 | High-strength concrete precast pipe pile splicing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206956720U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112012206A (en) * | 2020-08-31 | 2020-12-01 | 中建四局建设发展有限公司 | Pile splicing fixing device adopting pile planting method |
-
2017
- 2017-07-08 CN CN201720822750.6U patent/CN206956720U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112012206A (en) * | 2020-08-31 | 2020-12-01 | 中建四局建设发展有限公司 | Pile splicing fixing device adopting pile planting method |
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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: 20180202 Termination date: 20180708 |