CN202466573U - Bamboo-shaped precast concrete section pile - Google Patents
Bamboo-shaped precast concrete section pile Download PDFInfo
- Publication number
- CN202466573U CN202466573U CN2012200556767U CN201220055676U CN202466573U CN 202466573 U CN202466573 U CN 202466573U CN 2012200556767 U CN2012200556767 U CN 2012200556767U CN 201220055676 U CN201220055676 U CN 201220055676U CN 202466573 U CN202466573 U CN 202466573U
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- pile foundation
- sections
- pile
- precast concrete
- stake
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Abstract
The utility model discloses a bamboo-shaped precast concrete section pile, which comprises a plurality of pile foundation sections, wherein the pile foundation sections are sequentially and fixedly connected. The appearance of the pile foundation sections is of a bamboo shape, and the pile foundation sections adopt a hollow structure with penetrated inner cavities. An earth borrowing channel and a guide structure are arranged in the inner cavity of each pile foundation section, and the inner cavity is also used as the earth borrowing channel. The guide structure comprises a support arm and a guide hole for causing a guide rod to penetrate, and a plurality of through holes for injecting air and water are also arranged in the side wall of each pile foundation section. Due to the structural design, the obtained bamboo-shaped precast concrete section pile has beneficial effects of high bearing capacity of single pile and the like.
Description
Technical field
The utility model relates to the technical field of building of soft foundation bridge, relates in particular to the stake of a kind of laemodipodiform precast concrete sections.
Background technology
The pile foundation of soft foundation bridge adopts isodiametric preformed pile or bored pile form usually at present, and section form generally adopts square or tubular.
Receive restrictions such as construction equipment and geological conditions, the size all less (diameter is below 600 millimeters) of general concrete precast pile.General hammering or the pile vibrosinking technology of adopting, the subject matter of its existence is:
1) diameter of concrete precast pile is less, and bearing capacity of single pile is lower, and therefore the radical of required stake is more.But when the radical of stake more for a long time, stake side soil is squeezed when piling, the stake that causes easily having constructed produces lateral displacement or displacement, the influence construction.
2) pile vibrosinking technology is subject to the limitation of construction equipment, generally is only applicable to the pile foundation of small building.The area of section of stake is smaller, and length is also lacked (general below 30 meters), the supporting capacity requirement that does not reach bridge pile foundation.
3) improve constantly along with what urban environmental protection required, the construction of driven piles such as hammering is adopted owing to negative effects such as noise, vibration have been inappropriate in the city.
On the other hand, the size of bored pile is big (diameter is more than 600 millimeters) generally, yet adopts the construction technology of boring and cast in situs underwater concrete can bring following problem again:
1) need poured in place concrete, speed of application is slow, and the construction period of a general pile needs 2～3 days, and construction quality can't effectively be controlled.
The mud that produces when 2) there is construction in construction process for bored pile can not meet environmental requirement to problems such as environment pollute.
3) when the soft foundation environment is constructed, the careless slightly pile holes protecting wall hole of collapsing easily causes the accident.
4) the concrete intensity of underwater casting is generally not high, can only reach C30 basically.
In sum, there is not good solution at present by large diameter bridge pile foundation on soft foundation, how realizing.
Therefore, those skilled in the art is devoted to develop the high laemodipodiform precast concrete sections stake of a kind of bearing capacity of single pile.
The utility model content
Because the above-mentioned defective of prior art, the utility model technical problem to be solved provides the high laemodipodiform precast concrete sections stake of a kind of bearing capacity of single pile.
For realizing above-mentioned purpose, the utility model provides the stake of a kind of laemodipodiform precast concrete sections, comprises a plurality of pile foundation sections, is fixedly connected sequentially between each said pile foundation sections; The profile of said pile foundation sections is a laemodipodiform, and said pile foundation sections is the hollow structure that inner chamber connects; In the inner chamber of said pile foundation sections, be provided with fetch earth passage and guide frame, said inner chamber is double does the said passage that fetches earth; Said guide frame comprises support arm and is used to wear the pilot hole of guide peg, also offers a plurality of through holes jet or water spray that are used on the sidewall of said pile foundation sections.
Preferably, the end diameter of said pile foundation sections is 1.1: 1 to 1.3: 1 with the ratio of waist diameter.
Preferably, the front end face of said pile foundation sections also is provided with the steel work shoe.
Preferably, said support arm is a steel construction piece, is fixedly connected with said pile foundation sections.
Preferably, said pile foundation sections is respectively arranged with said guide frame in the position near front end and rear end.
Preferably, the fixed connection between each said pile foundation sections is that prestressing force connects.
The beneficial effect of the utility model:
The laemodipodiform precast concrete sections stake of the utility model; Because the structure design of above-mentioned laemodipodiform, the bearing capacity of single pile of vertical single pile bearing force rate equal diameter pile foundation improves 30%～45%, and the horizontal anti-shearing force of pile foundation increases; The total settlement of stake reduces greatly; Realized prefabricated, the low noise construction of soft foundation pile foundation construction, significantly reduced the pile foundation radical, avoided interference stake week soil.The utility model has solved also simultaneously that the preformed pile diameter is little on the soft foundation, the not enough radical of bearing capacity of single pile remedies with bored pile construction speed is slow, construction quality can't effectively be controlled, produce problem such as environment pollution when constructing.
The laemodipodiform precast concrete sections stake that the utility model proposes, can satisfy reach about 3 meters at diameter on the soft foundation, length reaches 50～60 meters pile foundation requirement.The cross-sectional form of stake can be circular, square, rectangle, polygon etc.The ring projecting edge does not have size restrictions, can confirm according to actual conditions.
Owing to adopted said structure design, the laemodipodiform precast concrete sections stake of the utility model can realize that the batch production beyond the job site is prefabricated, and in its construction, had following advantage:
1) adopt pile foundation prefabricate, on-the-spot mode of splicing, quickening speed of application, pile foundation quality guarantee easily.
2) adopt pile vibrosinking, realize low noise.
3) adopt the major diameter preformed pile, higher bearing capacity of pile foundation is provided.
4) take in the sinking process to fetch earth in the stake, the auxiliary mode of sinking of gas (water) curtain, reduce resistance, reduced the power requirement of equipment.
5) adopt guiding technique, realize accurate pile sinking.
6) guide peg is recyclable, recycle, low-carbon environment-friendly.
Below will combine accompanying drawing that the technique effect of design, concrete structure and the generation of the utility model is described further, with purpose, characteristic and the effect of understanding the utility model fully.
Description of drawings
Fig. 1 is the plan structure sketch map of the laemodipodiform precast concrete sections stake one specific embodiment king-pile base pitch section of the utility model.
Fig. 2 is an A-A portion sectional structure sketch map among Fig. 1.
Fig. 3 is the broken section structural representation of first section pile foundation sections in laemodipodiform precast concrete sections stake one specific embodiment of the utility model.
Fig. 4 is the construction view of laemodipodiform precast concrete sections stake in construction of the utility model.
Fig. 5 is the construction view of laemodipodiform precast concrete sections stake in construction of the utility model.
Fig. 6 is the construction view of laemodipodiform precast concrete sections stake in construction of the utility model.
Fig. 7 is the construction view of laemodipodiform precast concrete sections stake in construction of the utility model.
Fig. 8 is the construction view of laemodipodiform precast concrete sections stake in construction of the utility model.
The specific embodiment
The laemodipodiform precast concrete sections stake of the utility model comprises a plurality of pile foundation sections, and being fixedly connected sequentially between each pile foundation sections is integrally formed.
In each pile foundation sections, except first section pile foundation sections, the form of structure of other pile foundation sections at different levels is all identical, the prefabricated and reduction die cost with the scale of being more convenient for.The wherein structure of a pile foundation sections below is detailed.
Like Fig. 1, shown in Figure 2, a pile foundation sections 1 is surrounded by sidewall 10 and forms inner chamber 2, and inner chamber 2 connects wherein, and the double passage that fetches earth of doing, and also is provided with guide frame in the inner chamber 2.
In the utility model, the profile of pile foundation sections is a laemodipodiform, and the two ends diameter is big, and waist diameter is little, and base diameter is 1.1: 1 to 1.3: 1 with the ratio of waist diameter.Dotted line is depicted as the waist of pile foundation sections among Fig. 1.
Particularly, the guide frame in the present embodiment comprises three support arms 11 that are uniformly distributed with in a circumferential direction, and is used to wear the pilot hole 12 of guide peg.Support arm 11 is a steel construction piece, with sidewall 10 fixed connections (or being cast in) of pile foundation sections 1.Guide peg is not the part of pile foundation sections 1, its structure and function, and back literary composition is stated in addition.
On the sidewall 10 of pile foundation sections 1, be reserved with vertical pipeline and a plurality of through hole 13 (technical term is " gas tabernacle ") that is used for jet or water spray, apply the gas or the water of high pressure with the aperture of pile lining from ground.
Be illustrated in figure 3 as the structural representation of first section pile foundation sections in the pile foundation sections of the utility model.The structure of the structure of first section pile foundation sections and pile foundation sections at different levels is basic identical; Institute's difference is, for ease of getting into the soil body, reduces the frictional resistance with the soil body; Front end face at first section pile foundation sections also is provided with inclined-plane 14, and the shoe that constitutes steel work is to decompose the frictional resistance of vertical direction.
The set-up mode on inclined-plane 14 can be the shape that extends out at inwall as shown in Figure 3, also can be not do illustrated trapezoidal at outer wall.
In addition, with reference to shown in Figure 3, in various embodiment, the pile foundation sections can be provided with aforesaid guide frame respectively in the position near front end and rear end, to obtain better guide effect.
In other embodiments, the form of guide frame also is not limited to above embodiment.For example, the quantity of support arm 11 also can be 2 or 4 or a plurality of (but the support arm of excessive number can influence the unimpeded of the passage that fetches earth), and the setting of guide frame also can be arranged on the middle part of pile foundation sections 1, and the quantity of pilot hole 12 also can be 2, or a plurality of, or the like.
Between each pile foundation sections; Comprise and first joint pile foundation sections between, can adopt existing prestressing force such as prestress wire or prestressed reinforcement to connect, or other connected modes commonly used in the art; To realize the fixed connection of sufficient intensity, especially shear strength.
Below briefly explain the construction technology of the laemodipodiform precast concrete sections stake of the utility model:
At first, in precasting yard preformed pile base pitch section, and be transported to the job site.The length of pile foundation sections is selected, can carry out plurality of segments according to the length of design pile body.The diameter of pile foundation sections is identical with the diameter of design pile body.
Then, place, stake position as shown in Figure 4, selected at the construction field (site) adopts static pressure method that guide peg 4 is sunk to below the construction plane of the soil body 5.Guide peg 4 is to spend good rigidity parts always, is used for the sinking direction at follow-up work step guiding pile foundation sections.
As shown in Figure 5, the pilot hole 12 of the first pile foundation sections 1A (being the said first joint pile foundation sections of preamble) is set on the guide peg 4 movably.
Adopt the method for pile vibrosinking, the first pile foundation sections 1A is sunk to the underground of the soil body 5 along guide peg 4 directions.
Especially, in pile vibrosinking, also adopt the fetch earth mode of operation, edge injection or water spray operation of limit to reduce the resistance of 5 pairs of pile foundation sections of soft foundation soil body 1A.
Particularly, the aforementioned operation of fetching earth is when pile vibrosinking, dig out or the inner chamber 2 of the hollow of sucking-off pile foundation sections 1A in the soil body.
Aforementioned jet or water spray operation; Be specially when pile vibrosinking; Through the soil body 5 jet or water sprays in 13 pairs of pile foundation sections of the through hole 1A on the pile foundation sections 1A sidewall outside, formation air curtain or water curtain between the outer wall of pile foundation sections 1A and the soil body 5 are to reduce frictional resistance between the two.
As shown in Figure 6, in the pilot hole of the second pile foundation sections 1B, wear guide peg 4.Adopt the prestress wire connected mode, the second pile foundation sections 1B and the first pile foundation sections 1A 3 are fixedly connected in the junction.
Repeat above-mentioned work step, adopt vibrosinking, and be aided with the operation of fetching earth, jet or water spray operation, sink to the underground of soil 5 together with the first pile foundation sections 1A until the second pile foundation sections 1B.
Afterwards, as shown in Figure 7, the prism of third order base pitch section of constructing successively 1C, the 4th pile foundation sections 1D.
According to the length requirement of design pile body, repeat above-mentioned work step construction to the N pile foundation sections 1N that satisfies the requirement of design pile body.As shown in Figure 8, make the pile foundation sections of requirement be sink to the underground of the soil body 5.
Afterwards, can also from the soil body 5, extract and reclaim guide peg 4.
More than describe the preferred embodiment of the utility model in detail.Should be appreciated that those of ordinary skill in the art need not creative work and just can make many modifications and variation according to the design of the utility model.Therefore, all technician in the art according to the design of the utility model on the basis of existing technology through the available technical scheme of logical analysis, reasoning, or a limited experiment, all should be in determined protection domain by claims.
Claims (6)
1. laemodipodiform precast concrete sections stake comprises a plurality of pile foundation sections, is fixedly connected sequentially between each said pile foundation sections; It is characterized in that: the profile of said pile foundation sections is a laemodipodiform, and said pile foundation sections is the hollow structure that inner chamber connects; In the inner chamber of said pile foundation sections, be provided with fetch earth passage and guide frame, said inner chamber is double does the said passage that fetches earth; Said guide frame comprises support arm and is used to wear the pilot hole of guide peg, also offers a plurality of through holes jet or water spray that are used on the sidewall of said pile foundation sections.
2. laemodipodiform precast concrete sections as claimed in claim 1 stake is characterized in that: the end diameter of said pile foundation sections is 1.1: 1 to 1.3: 1 with the ratio of waist diameter.
3. laemodipodiform precast concrete sections as claimed in claim 1 stake, it is characterized in that: the front end face of said pile foundation sections also is provided with the steel work shoe.
4. laemodipodiform precast concrete sections as claimed in claim 1 stake is characterized in that: said support arm is a steel construction piece, is fixedly connected with said pile foundation sections.
5. laemodipodiform precast concrete sections as claimed in claim 1 stake is characterized in that: said pile foundation sections is respectively arranged with said guide frame in the position near front end and rear end.
6. laemodipodiform precast concrete sections as claimed in claim 1 stake is characterized in that: the fixed connection between each said pile foundation sections is that prestressing force connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200556767U CN202466573U (en) | 2012-02-20 | 2012-02-20 | Bamboo-shaped precast concrete section pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200556767U CN202466573U (en) | 2012-02-20 | 2012-02-20 | Bamboo-shaped precast concrete section pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202466573U true CN202466573U (en) | 2012-10-03 |
Family
ID=46914741
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200556767U Expired - Lifetime CN202466573U (en) | 2012-02-20 | 2012-02-20 | Bamboo-shaped precast concrete section pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202466573U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561320A (en) * | 2012-02-20 | 2012-07-11 | 上海市城市建设设计研究总院 | Bamboo-shaped precast concrete segment pile |
| CN107675705A (en) * | 2017-11-17 | 2018-02-09 | 万保金 | Prefabricated enlarging stake and its construction method |
-
2012
- 2012-02-20 CN CN2012200556767U patent/CN202466573U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561320A (en) * | 2012-02-20 | 2012-07-11 | 上海市城市建设设计研究总院 | Bamboo-shaped precast concrete segment pile |
| CN107675705A (en) * | 2017-11-17 | 2018-02-09 | 万保金 | Prefabricated enlarging stake and its construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121003 |