CN203462461U

CN203462461U - Arch-shaped prestressed reinforced concrete soldier pile

Info

Publication number: CN203462461U
Application number: CN201320571909.3U
Authority: CN
Inventors: 韦泽林; 梁槟星
Original assignee: GUANGDONG SANHE TUBULAR PILE CO Ltd
Current assignee: Guangdong Sanhe Pile Co Ltd
Priority date: 2013-09-13
Filing date: 2013-09-13
Publication date: 2014-03-05
Anticipated expiration: 2023-09-13

Abstract

The utility model discloses an arch-shaped prestressed reinforced concrete soldier pile which is characterized by comprising a supporting column, wherein an arch-shaped pile body is integrally formed on the supporting column. The arch-shaped prestressed reinforced concrete soldier pile is further characterized in that a groove is formed in an end surface of the arch-shaped pile body. The utility model aims to overcome defects in the prior art and provide one arch-shaped prestressed reinforced concrete soldier pile which is simple in structure, good in pile shaft quality, high in construction speed, low in construction cost, environment-friendly in construction and capable of being produced industrially.

Description

A kind of arch prestressed reinforced concrete soldier pile

Technical field

The utility model relates to a kind of arch prestressed reinforced concrete soldier pile.This arch prestressed reinforced concrete soldier pile is applied to bunding supporting, as supporting and protection structure such as a kind of gear soil, bank protection, wave resistances.

Background technology

Along with the soil erosion on riverbank, each city is to flood control prevention waterlogging, and the consciousness that reinforcing river levee is gone along with sb. to guard him is more and more stronger, and in addition, embankment is gone along with sb. to guard him and not only undertaken responsibility anti-, water drainage now, and is the key of protecting water environment, beautifying two sides view.

At present, common riverbank or seashore safeguard and all adopt the methods such as building stone walling or continuous concrete wall of building, and these mode costs are higher, man-hour long, basis is more shallow, easy Local Cracking or cave in.Particularly stone walling, consumes a large amount of stone materials, between stone material, by the lower mortar of intensity, connects, and after easily being washed out by water wave, caves in.

These support patterns are all site operations at present, and difficult quality is controlled, and construction is affected by tidal level.Under environmental protection instantly, efficient and economic theory, in the urgent need to some new technologies, new method are applied to embankment supporting.

Utility model content

The purpose of this utility model is in order to overcome weak point of the prior art, provides a kind of simple in structure, and pile quality is good, speed of application is fast, construction costs is low, construction environmental protection, the arch prestressed reinforced concrete soldier pile can batch production produced.

In order to achieve the above object, the utility model adopts following scheme:

An arch prestressed reinforced concrete soldier pile, is characterized in that including support column, and one-body molded on described support column have an arch pile body.

A kind of arch prestressed reinforced concrete soldier pile as above, is characterized in that being provided with groove on the end face of described arch pile body.In use two adjacent arch prestressed reinforced concrete soldier piles are mutually near leaving a groove between two soldier piles after construction, and described groove available water cement mortar or sealing material etc. are filled.

A kind of arch prestressed reinforced concrete soldier pile as above, it is characterized in that being longitudinally distributed with respectively prestressed reinforcement at described arch pile body and support column inside, between described prestressed reinforcement, be banded with stirrup, outside described prestressed reinforcement and stirrup, moulding by casting has concrete outer.

A kind of arch prestressed reinforced concrete soldier pile as above, is characterized in that described support column is rectangle support column.

A kind of arch prestressed reinforced concrete soldier pile as above, is characterized in that described arch pile body is circular arc arch pile body.

A kind of arch prestressed reinforced concrete soldier pile as above, is characterized in that described arch pile body is triangle arch pile body.

A kind of arch prestressed reinforced concrete soldier pile as above, is characterized in that being provided with connecting bending muscle between described arch pile body and support column.

In sum, the utility model with respect to its beneficial effect of prior art is:

In the utility model, only at one side, there is rectangle support column, centre is domes, in structure, there is higher bending resistance, shear resistance, between two soldier piles, can effectively connect by arch pile body, and there is no fixing buckling piece while connecting, during construction, can gently be linked to be neatly consistent with the trend of embankment.Each epimere leaves one section of groove, can pass through cement mortar or sealing material, makes to reach stagnant water effect after soldier pile integrated connection.

Accompanying drawing explanation

Fig. 1 is schematic diagram of the present utility model;

Fig. 2 is one of use state reference map of the present utility model;

Fig. 3 is internal construction schematic diagram of the present utility model;

Fig. 4 is the enlarged drawing at A place in Fig. 2;

Fig. 5 is the enlarged drawing at B place in Fig. 2;

Fig. 6 is two of use state reference map of the present utility model;

Fig. 7 is one of schematic diagram of the utility model arch pile body;

Fig. 8 be the utility model arch pile body schematic diagram two.

The specific embodiment

Below in conjunction with accompanying drawing explanation and the specific embodiment, the utility model is further described:

A kind of arch prestressed reinforced concrete soldier pile as shown in Fig. 1 to 8, is characterized in that including support column 1, and one-body molded on described support column 1 have an arch pile body 2.This soldier pile is mainly used as bulkhead line and is gone along with sb. to guard him, and its corrosion resistance is better than steel sheet pile, cuts maintenance cost low, and construction cost is low.

When the utility model arch prestressed reinforced concrete soldier pile is used, the opening of arch pile body 2 is towards embankment outside, first by a soldier pile, then lay a soldier pile, the support column dorsal part that soldier pile abuts against a upper soldier pile without support column one side arch end is driven underground, as shown in Figure 2, join end to end and form a continuous support wall.

In the utility model, on the end face of described arch pile body 2, be provided with groove 3.The length of groove 3 is greater than the length that soldier pile bassets.During construction or after construction, as shown in Fig. 2,4 and 5, can in the middle of groove 3, insert cement mortar or PVC waterstop or other sealing materials, make whole piece support wall reach stagnant water effect.

In the utility model, at described arch pile body 2 and support column 1 inside, be longitudinally distributed with respectively prestressed reinforcement 4, between described prestressed reinforcement 4, be banded with stirrup 5, at described prestressed reinforcement 4 and the outer moulding by casting of stirrup 5, have concrete skin 6.

Shown in Fig. 3, the schematic diagram just distributing as reinforcing bar, not for limiting reinforcing bar usage quantity of the present invention, number of steel bars can be according to anchor ear border, pile body mechanical property being designed.

Support column 1 described in the utility model is rectangle support column.It can also be the support column of other shape.

In the present invention, arch pile body 2 can, according to water front view and native environmental requirement around, be designed to the form of triangle arch or circular arc arch etc.As shown in Fig. 1-7, the first embodiment of arch pile body 2 in the utility model, described arch pile body 2 is circular arc arch pile body.

As shown in Figure 8, the second embodiment of arch pile body 2 in the utility model, described arch pile body 2 is triangle arch pile body.

In the utility model, between described arch pile body 2 and support column 1, be provided with connecting bending muscle 7.

As shown in Figure 6, after soldier pile is driven underground, by designing requirement, stake top with high enclosure wall top can along row of piles amount direction do a reinforced concrete beam 8 by soldier pile support column be on line integrally connected.

More than show and described basic principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that in above-described embodiment and manual, describes just illustrates principle of the present utility model; do not departing under the prerequisite of the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.The claimed scope of the utility model is defined by appending claims and equivalent thereof.

Claims

1. an arch prestressed reinforced concrete soldier pile, is characterized in that including support column (1), at the upper one-body molded arch pile body (2) that has of described support column (1).

2. a kind of arch prestressed reinforced concrete soldier pile according to claim 1, is characterized in that being provided with groove (3) on the end face of described arch pile body (2).

3. a kind of arch prestressed reinforced concrete soldier pile according to claim 2, it is characterized in that being longitudinally distributed with respectively prestressed reinforcement (4) at described arch pile body (2) and support column (1) inside, between described prestressed reinforcement (4), be banded with stirrup (5), outside described prestressed reinforcement (4) and stirrup (5), moulding by casting has concrete outer (6).

4. a kind of arch prestressed reinforced concrete soldier pile according to claim 3, is characterized in that described support column (1) is rectangle support column.

5. a kind of arch prestressed reinforced concrete soldier pile according to claim 1, is characterized in that described arch pile body (2) is circular arc arch pile body.

6. a kind of arch prestressed reinforced concrete soldier pile according to claim 1, is characterized in that described arch pile body (2) is triangle arch pile body.

7. a kind of arch prestressed reinforced concrete soldier pile according to claim 1, is characterized in that being provided with connecting bending muscle (7) between described arch pile body (2) and support column (1).