CN207032276U - A kind of architectural engineering composite pile - Google Patents
A kind of architectural engineering composite pile Download PDFInfo
- Publication number
- CN207032276U CN207032276U CN201720964316.1U CN201720964316U CN207032276U CN 207032276 U CN207032276 U CN 207032276U CN 201720964316 U CN201720964316 U CN 201720964316U CN 207032276 U CN207032276 U CN 207032276U
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- China
- Prior art keywords
- ground
- architectural engineering
- engineering composite
- newel
- composite pile
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Abstract
The utility model discloses a kind of architectural engineering composite pile, including：Compound pile body; it is partly embedded into ground, and the compound pile body includes the newel being partly embedded into ground, the fixing collar for being fixed on the center column bottom and being embedded in ground, the rubber filling layer for being circumferentially positioned at the center column outer wall and being located on ground and the concrete cover for being arranged on the rubber filling layer outer surface；Supporting table, it is arranged at the top of the compound pile body；Discharge structure, it includes being arranged on the drainpipe of the support edge of table and is circumferentially positioned at the splitting ring connected at the top of the newel and with the drainpipe, and some apopores are arranged at intervals with the splitting ring.A kind of architectural engineering composite pile provided by the utility model, it can effectively avoid powerful external force effect from tilting the situation generation to warp down, add stability, and have good function of seismic resistance.
Description
Technical field
Construction engineering technical field is the utility model is related to, more specifically, the utility model is related to a kind of architectural engineering
Use composite pile.
Background technology
In modern architecture, building lot is required to be made up of foundation pile, and its usual structure is goed deep into greatly by several
Concrete column stake has supported a cushion cap jointly, forms a bearing unit of building.
In the building process of building stake, basic building theory is, by building pile bearing building, to make building will not
Sedimentation.In current construction, stake holes is beaten to enough depths, can think that stake holes bottom has enough flintinesses, can be with
Building is supported, therefore, by way of perfusion or prefabricated pile, the pile in stake holes, you can construct building bearing unit.
However, current a variety of building stakes, are rigid pile, though building can be supported, because itself and building are rigidly connected, one
Earthquake occurs for denier, and the vibrations for building stake will directly involve the vibrations of building body, therefore its anti-seismic performance is poor.
Utility model content
A purpose of the present utility model is that solve at least the above, and provides the advantages of at least will be described later.
The utility model, which also has a purpose to there is provided a kind of Stability Analysis of Structures, has the architectural engineering of shock-absorbing function with again
Close stake.
To achieve these goals, the utility model provides a kind of architectural engineering composite pile, including：
Compound pile body, it is partly embedded into ground, the compound pile body include be partly embedded into ground newel, be fixed on institute
The fixing collar stated center column bottom and be embedded in ground, the rubber for being circumferentially positioned at the center column outer wall and being located on ground are filled out
Fill layer and be arranged on the concrete cover of the rubber filling layer outer surface；
Supporting table, it is arranged at the top of the compound pile body；
Discharge structure, it includes being arranged on the drainpipe of the support edge of table and is circumferentially positioned at the top of the newel
And the splitting ring connected with the drainpipe, some apopores are arranged at intervals with the splitting ring.
Preferably, the rubber filling layer bottom thickness is more than its top thickness, and the difference of thickness is 5-10cm.
Preferably, the fixing collar is made up of high intensity carbon steel, and its overall diameter is the three of the center column diameter
More than times, its quantity is at least 2.
Preferably, the newel is formed by concrete and reinforcement fabrication, and its part being embedded in ground accounts for total length
More than 1/3rd.
Preferably, a diameter of 20-50cm of the newel, its length are more than 200cm.
Preferably, the supporting table is formed by concrete and reinforcement fabrication, and its thickness is more than 15cm.
The utility model comprises at least following beneficial effect：
1st, a kind of architectural engineering composite pile described in the utility model, it is provided with rubber filling layer, can play buffering
The effect of damping, and be not in phenomena such as rocking at nominal conditions.
2nd, a kind of architectural engineering composite pile described in the utility model, it is provided with retainer plate, can effectively avoid powerful
External force effect tilts down situation about warping and occurred, and adds stability.
3rd, a kind of architectural engineering composite pile described in the utility model, it is provided with drainage arrangement, is provided with splitting ring,
The ponding on supporting table surface can be drained into the surface of the concrete cover, effectively avoid the situation hair to be ftractureed because drying
It is raw.
4th, a kind of architectural engineering composite pile described in the utility model, its is simple in construction, reasonable in design, and suitable popularization makes
With.
Further advantage, target and feature of the present utility model embody part by following explanation, and part will also pass through
Research of the present utility model and practice are understood by the person skilled in the art.
Brief description of the drawings
Fig. 1 is the structural representation of architectural engineering composite pile described in the utility model.
Fig. 2 is the top view of architectural engineering composite pile described in the utility model.
1, newel in figure, 2, rubber filling layer, 3, concrete cover, 4, fixing collar, 5, drainage pipeline, 6, shunting
Circle, 7, supporting table, 8, apopore.
Embodiment
Below in conjunction with the accompanying drawings and embodiment is described in further detail to the utility model, to make people in the art
Member can implement according to this with reference to specification word.
It should be appreciated that such as " having ", "comprising" and " comprising " term used herein are not precluded from one or more
The presence or addition of individual other elements or its combination.
As depicted in figs. 1 and 2, a kind of architectural engineering composite pile is provided in the one of embodiment of the utility model,
Including：
Compound pile body, it is partly embedded into ground, the compound pile body include be partly embedded into ground newel 1, be fixed on
The bottom of newel 1 and fixing collar 4 in embedment ground, it is circumferentially positioned at the outer wall of newel 1 and on the ground
Rubber filling layer 2 and the concrete cover 3 for being arranged on the outer surface of rubber filling layer 2；
Supporting table 7, it is arranged at the top of the compound pile body；
Discharge structure, it includes being arranged on the drainpipe 5 at the edge of supporting table 7 and is circumferentially positioned at the newel 1
Top and the splitting ring 6 connected with the drainpipe 5, some apopores 8 are arranged at intervals with the splitting ring 6, will can be supported
The ponding on the surface of platform 7 drains into the surface of the concrete cover 3, and the situation for effectively avoiding ftractureing because drying occurs.
Further, the bottom thickness of rubber filling layer 2 is more than its top thickness, and the difference of thickness is 5-10cm, energy
Play a part of bumper and absorbing shock, and be not in phenomena such as rocking at nominal conditions.
Further, the fixing collar 4 is made up of high intensity carbon steel, and its overall diameter is the diameter of newel 1
More than three times, its quantity is at least 2, and being arranged such, which can effectively avoid powerful external force effect from tilting situation about warping down, occurs,
Add stability.
Further, the newel 1 is formed by concrete and reinforcement fabrication, and its part being embedded in ground accounts for total length
More than 1/3rd.
Further, a diameter of 20-50cm of the newel 1, its length are more than 200cm.
Further, the supporting table 7 is formed by concrete and reinforcement fabrication, and its thickness is more than 15cm.
Although embodiment of the present utility model is disclosed as above, it is not restricted in specification and embodiment
Listed utilization, it can be applied to various suitable fields of the present utility model completely, for those skilled in the art,
Other modification is easily achieved, therefore under the universal limited without departing substantially from claim and equivalency range, this reality
Specific details is not limited to new and shown here as the legend with description.
Claims (6)
- A kind of 1. architectural engineering composite pile, it is characterised in that including：Compound pile body, it is partly embedded into ground, the compound pile body include be partly embedded into ground newel, be fixed on it is described in Stem bottom and fixing collar in embedment ground, it is circumferentially positioned at the center column outer wall and the rubber filling layer on the ground And it is arranged on the concrete cover of the rubber filling layer outer surface；Supporting table, it is arranged at the top of the compound pile body；Discharge structure, it include being arranged on the drainpipe of the support edge of table and be circumferentially positioned at the newel top and with The splitting ring of drainpipe connection, some apopores are arranged at intervals with the splitting ring.
- 2. a kind of architectural engineering composite pile according to claim 1, it is characterised in that the rubber filling layer bottom is thick Degree is more than its top thickness, and the difference of thickness is 5-10cm.
- 3. a kind of architectural engineering composite pile according to claim 1, it is characterised in that the fixing collar is by high strength carbon Plain steel is made, and its overall diameter is that more than the three times of the center column diameter its quantity is at least 2.
- A kind of 4. architectural engineering composite pile according to claim 1, it is characterised in that the newel by concrete and Reinforcement fabrication forms, and its part being embedded in ground accounts for more than 1/3rd of total length.
- A kind of 5. architectural engineering composite pile according to claim 1, it is characterised in that the newel it is a diameter of 20-50cm, its length are more than 200cm.
- A kind of 6. architectural engineering composite pile according to claim 1, it is characterised in that the supporting table by concrete and Reinforcement fabrication forms, and its thickness is more than 15cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720964316.1U CN207032276U (en) | 2017-08-03 | 2017-08-03 | A kind of architectural engineering composite pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720964316.1U CN207032276U (en) | 2017-08-03 | 2017-08-03 | A kind of architectural engineering composite pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207032276U true CN207032276U (en) | 2018-02-23 |
Family
ID=61474006
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720964316.1U Expired - Fee Related CN207032276U (en) | 2017-08-03 | 2017-08-03 | A kind of architectural engineering composite pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207032276U (en) |
-
2017
- 2017-08-03 CN CN201720964316.1U patent/CN207032276U/en not_active Expired - Fee Related
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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: 20180223 Termination date: 20180803 |