CN207582458U - A kind of hollow bamboo joint pile of architectural engineering concrete special - Google Patents
A kind of hollow bamboo joint pile of architectural engineering concrete special Download PDFInfo
- Publication number
- CN207582458U CN207582458U CN201721346268.6U CN201721346268U CN207582458U CN 207582458 U CN207582458 U CN 207582458U CN 201721346268 U CN201721346268 U CN 201721346268U CN 207582458 U CN207582458 U CN 207582458U
- Authority
- CN
- China
- Prior art keywords
- ring
- pile body
- hoop
- pile
- bamboo joint
- 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
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Abstract
The utility model discloses a kind of hollow bamboo joint piles of architectural engineering concrete special,Including ring pile body,Ring is equipped in ring pile body,Ring bucket,Ring upper cone,Ring lower cone,Steel essence cage,Reinforcing bar ring hoop,Hedge muscle,Ring Reinforced Hoop,Ring hoop,Stiffener,Ring is equipped between ring bucket in ring pile body,Ring uses ring upper cone,Ring lower cone, which is mutually fastened and connected, to be poured,Steel reinforcement cage is lined in the inside of ring pile body,Stiffener,Steel reinforcement cage is cast in the bucket wall of the stake of ring pile body,Reinforcing rib effectively reinforces the integral strength of ring pile body,Ring is internally provided with ring Reinforced Hoop,The utility model has larger inside and outside side skin friction and bearing capacity,And equally pile body is facilitated to squeeze into ground,Additional construction cost will not be increased,With extensive market application foreground.
Description
Technical field
The utility model is related to bamboo joint pile technical field for building, specially a kind of architectural engineering concrete special hollow bamboo
Save stake.
Background technology
In the Soft Grounds engineering field such as highway, high-speed railway, skyscraper, various pile foundation technologies obtain
It is widely applied.The bearing capacity of pile foundation is made of side friction and end resistance, how to improve pile foundation side friction and end resistance,
It is the key that give full play to Bearing Behavior of Pile.
With the development of concrete technology, the technology of concrete tubular pile also reaches its maturity, except applied to industry, civil buildings
Outside, it is also widely used for each field such as bridge, harbour, railway or hydraulic engineering.
The bearing capacity of traditional concrete tubular pile is only influenced by side skin friction and stake end frictional resistance, is held to increase
Power is carried, can only be realized by increasing caliber or length, accordingly increase construction cost and difficulty.There is one kind later
Concrete tubular pile of the surface with reinforcing ring, i.e. bamboo joint pile set the reinforcing ring of axially spaced distribution in pile pile body surfaces,
Increase the bearing capacity of pile pile using the friction of reinforcing ring and soil.
Invention content
There is larger inside and outside side skin friction and bearing capacity, and same sample prescription the purpose of this utility model is to provide a kind of
Just pile body squeezes into ground, will not increase additional construction cost, and a kind of architectural engineering with extensive market application foreground is special
With concrete hollow bamboo joint pile, to solve the problems mentioned in the above background technology.
To achieve the above object, the utility model provides following technical solution：A kind of architectural engineering concrete special is hollow
Bamboo joint pile, including ring pile body, the ring pile body is equipped with ring bucket, and the top and bottom of the ring bucket are equipped with
Ring, the ring inside of the ring pile body are equipped with ring Reinforced Hoop, stiffener, steel are equipped in the side wall of ring pile body
Muscle cage, stiffener are fixed on the inner wall of steel reinforcement cage.
Preferably, ring Reinforced Hoop, the ring are equipped with into arc-shaped, the centre of the ring on the outer wall of the ring
Top be equipped with ring upper cone, the lower section of the ring is equipped with ring lower cone, under the bottom face and ring of ring upper cone
The upper surface of cone mutually fastens.
Preferably, the steel reinforcement cage is equipped with reinforcing bar ring hoop, and spacing is 30cm-35cm between reinforcing bar ring hoop, described
Hedge muscle is equipped between reinforcing bar ring hoop, the reinforcing bar on the hedge muscle intersects, and is welded between crosspoint.
Preferably, the stake wall thickness of the ring pile body is 3cm-4cm.
Preferably, the inside of the ring pile body is hollow cylinder.
Compared with prior art, the beneficial effects of the utility model are：
（1）Staff is avoided to occur during carrying into arc-shaped, the outer wall of circular arc state on the outer wall of ring
It scratches, staff is made also to strengthen the intensity between each section while bringing convenience, is equipped in the inside corresponding position of ring
Ring Reinforced Hoop further strengthens the bonding strength between ring bucket by ring Reinforced Hoop；
（2）The utility model has larger inside and outside side skin friction and bearing capacity, and equally pile body is facilitated to squeeze into ground,
Additional construction cost will not be increased, there is extensive market application foreground.
Description of the drawings
Fig. 1 is the utility model bamboo joint pile body construction schematic diagram；
Fig. 2 is the utility model bamboo joint pile sectional view；
Fig. 3 is steel essence cage schematic diagram inside the utility model bamboo joint pile；
Fig. 4 is intended to for the utility model bamboo joint pile section.
In figure：1st, ring pile body；2nd, ring；3rd, ring bucket；4th, ring upper cone；5th, ring lower cone；6th, steel essence cage；
7th, reinforcing bar ring hoop；8th, hedge muscle；9th, ring Reinforced Hoop；10th, ring hoop；11st, stiffener.
Specific embodiment
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
It clearly and completely describes, 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.
It please refers to Fig.1, Fig. 2 or Fig. 4, the utility model provide a kind of technical solution：A kind of architectural engineering concrete special
Hollow bamboo joint pile, including ring pile body 1, the stake wall thickness of ring pile body 1 is 3cm-4cm, the inside of ring pile body 1
For hollow cylinder, ring pile body 1 is equipped with ring bucket 3, and the top and bottom of ring bucket 3 are equipped with ring 2, ring pile body
12 inside of ring is equipped with ring Reinforced Hoop 9, is equipped with stiffener 11, steel reinforcement cage 6 in the side wall of ring pile body 1, strengthens steel
Muscle 11 is fixed on the inner wall of steel reinforcement cage 6.
Staff is avoided to be scraped during carrying into arc-shaped, the outer wall of circular arc state on the outer wall of ring 2
Wound, makes staff also strengthen the intensity between each section while bringing convenience, and bamboo is equipped in the inside corresponding position of ring 2
Reinforced Hoop 9 is saved, the bonding strength between ring bucket 3 is further strengthened by ring Reinforced Hoop 9, the centre of ring 2 is equipped with bamboo
Reinforced Hoop 9 is saved, the top of ring 2 is equipped with ring upper cone 4, and the lower section of ring 2 is equipped with ring lower cone 5, ring upper cone 4
The upper surface of bottom face and ring lower cone 5 mutually fastens.
Referring to Fig. 3, steel reinforcement cage 6 is equipped with reinforcing bar ring hoop 7, spacing is 30cm-35cm between reinforcing bar ring hoop 7, steel
Hedge muscle 8 is equipped between muscle ring hoop 7, the reinforcing bar on hedge muscle 8 intersects, and is welded between crosspoint, makes bamboo joint pile
Ontology 1 has the bearing capacity of bigger.
The utility model has larger inside and outside side skin friction and bearing capacity, and pile body is equally facilitated to squeeze into ground, no
Additional construction cost can be increased, there is extensive market application foreground.
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 can these embodiments be carried out with a variety of variations in the case of the principle and spirit for not departing from the utility model, 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 hollow bamboo joint pile of architectural engineering concrete special, including ring pile body（1）, it is characterised in that：The ring
Pile body（1）It is equipped with ring bucket（3）, the ring bucket（3）Top and bottom be equipped with ring（2）, the bamboo joint pile sheet
Body（1）Ring（2）Inside is equipped with ring Reinforced Hoop（9）, ring pile body（1）Side wall in be equipped with stiffener（11）, steel
Muscle cage（6）, stiffener（11）It is fixed on steel reinforcement cage（6）Inner wall on.
2. a kind of hollow bamboo joint pile of architectural engineering concrete special according to claim 1, it is characterised in that：The ring
（2）Outer wall on into arc-shaped, the ring（2）Centre be equipped with ring Reinforced Hoop（9）, the ring（2）Top be equipped with
Ring upper cone（4）, the ring（2）Lower section be equipped with ring lower cone（5）, ring upper cone（4）Bottom face and ring
Lower cone（5）Upper surface mutually fasten.
3. a kind of hollow bamboo joint pile of architectural engineering concrete special according to claim 1, it is characterised in that：The reinforcing bar
Cage（6）It is equipped with reinforcing bar ring hoop（7）, reinforcing bar ring hoop（7）Between spacing be 30cm-35cm, the reinforcing bar ring hoop（7）It
Between be equipped with hedge muscle（8）, the hedge muscle（8）On reinforcing bar intersect, welded between crosspoint.
4. a kind of hollow bamboo joint pile of architectural engineering concrete special according to claim 1, it is characterised in that：The ring
Pile body（1）Stake wall thickness be 3cm-4cm.
5. a kind of hollow bamboo joint pile of architectural engineering concrete special according to claim 1, it is characterised in that：The ring
Pile body（1）Inside be hollow cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721346268.6U CN207582458U (en) | 2017-10-19 | 2017-10-19 | A kind of hollow bamboo joint pile of architectural engineering concrete special |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721346268.6U CN207582458U (en) | 2017-10-19 | 2017-10-19 | A kind of hollow bamboo joint pile of architectural engineering concrete special |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207582458U true CN207582458U (en) | 2018-07-06 |
Family
ID=62728416
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721346268.6U Expired - Fee Related CN207582458U (en) | 2017-10-19 | 2017-10-19 | A kind of hollow bamboo joint pile of architectural engineering concrete special |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207582458U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024559A (en) * | 2018-08-07 | 2018-12-18 | 浙江海洋大学 | A kind of hollow bamboo joint pile of architectural engineering concrete special |
-
2017
- 2017-10-19 CN CN201721346268.6U patent/CN207582458U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024559A (en) * | 2018-08-07 | 2018-12-18 | 浙江海洋大学 | A kind of hollow bamboo joint pile of architectural engineering concrete special |
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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 |
Granted publication date: 20180706 Termination date: 20201019 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |