CN206090605U - Be applied to decompoed rock's hammering reinforced concrete foundation - Google Patents
Be applied to decompoed rock's hammering reinforced concrete foundation Download PDFInfo
- Publication number
- CN206090605U CN206090605U CN201620570029.8U CN201620570029U CN206090605U CN 206090605 U CN206090605 U CN 206090605U CN 201620570029 U CN201620570029 U CN 201620570029U CN 206090605 U CN206090605 U CN 206090605U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- reinforced concrete
- rock
- hammering
- steel pipe
- 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 provides a be applied to decompoed rock's hammering reinforced concrete foundation, including set up in reinforcing bar on the decompoed rock layer, be located reinforced concrete on the decompoed rock layer, run through steel pipe, the encirclement on surface about the reinforced concrete the stirrup of reinforcing bar and set up in round steel in the reinforced concrete, the reinforcing bar is vertical to be placed, the bottom entry of reinforcing bar arrives the decompoed rock layer, the utility model discloses use portable construction equipment when the installation, single or double operation, it is safe and simple during the construction, use the less geomaterials that thoughtlessly congeals simultaneously, practice thrift the cost, this foundation bearing capacity is reliable and stable simultaneously, is particularly suitable for the region that rock elegance and talent is comparatively serious, when some can not adopt the mode construction of chemical bar planting, can adopt this basis and be under construction. Through using this basis can utilize the complicated topography of more heavy grade, alleviate the nervous position of photovoltaic project land used.
Description
Technical field
This utility model is related to technical field of concrete, more particularly to a kind of hammering armored concrete for being applied to decomposed rock
Basis.
Background technology
The photovoltaic module of photo-voltaic power generation station is needed in specific structure, to fix photovoltaic module.Existing light
Volt component mounting means mainly has two kinds：One kind is micropore perfusion basis, and another kind is independent cushion cap foundation.However, using
During micropore perfusion base form, in the larger landform of the gradient (gradient is more than 30 degree), construction machinery smoothly can not be advanced, and apply
Work efficiency rate is low, and has larger danger；During using independent cushion cap foundation form, low construction efficiency is more using material, cost
Height, and need the earthwork for carrying out stake point position to carry out finishing operations, increased working procedure.Accordingly, it would be desirable to existing peace
Dress mode is improved.
Accordingly, it is desirable to provide a kind of new technical scheme solves above-mentioned technical problem.
Utility model content
The purpose of this utility model be to provide it is a kind of can effectively solving above-mentioned technical problem the hammering for being applied to decomposed rock
Reinforced concrete foundation.
In order to solve above-mentioned technical problem, this utility model is adopted the following technical scheme that：
A kind of hammering reinforced concrete foundation for being applied to decomposed rock, is applied to the hammering reinforced concrete foundation of decomposed rock
It is arranged on weathered rock formation, including the reinforcing bar being arranged on the weathered rock formation, the reinforced concrete on the weathered rock formation
Soil, the steel pipe through the armored concrete upper and lower surface, the stirrup for surrounding the reinforcing bar and it is arranged at the armored concrete
Interior round steel, the reinforcing bar are vertically placed, and the lower end of the reinforcing bar is inserted into the weathered rock formation.
Cylinder of the steel pipe in cross section for annulus, the steel pipe are vertically placed, and the reinforcing bar surrounds the steel pipe, institute
The lower end for stating steel pipe is acted against on the upper surface of weathered rock formation.
The round steel is provided with two, and the round steel is arranged in cross, surfaces externally and internally of the round steel through the steel pipe
And it is secured to connection.
The stirrup is provided with two, and the stirrup is enclosed on the reinforcing bar and is secured to connection.
The armored concrete is in cuboid, and takes shape in the lower end of the reinforcing bar, stirrup, round steel and steel pipe, the steel
Reinforced concrete is taken shape on the upper surface of weathered rock formation.
After above-mentioned technical proposal, this utility model has the advantage that：
This utility model is applied to the hammering reinforced concrete foundation simple structure of decomposed rock, easy to use, and in peace
Using light construction equipment during dress, one or operated by two people are safe and simple during construction；Less concrete material is used simultaneously
Material, it is cost-effective；And construction technology is simple, operation is easy；This foundation bearing capacity is reliable and stable simultaneously, is particularly suitable for rock wind
The more serious region of China, when some can not be constructed by the way of chemically-planted steel bar, can be constructed using this basis.Pass through
The nervous position of photovoltaic project land used can be alleviated using more heavy grade complexity landform using this basis.
Description of the drawings
It is applied to the specific embodiment party of the hammering reinforced concrete foundation of decomposed rock below in conjunction with the accompanying drawings to this utility model
Formula is described further：
Fig. 1 is applied to the top view of the hammering reinforced concrete foundation of decomposed rock for this utility model；
Fig. 2 is the structural representation of the hammering reinforced concrete foundation that this utility model shown in Fig. 1 is applied to decomposed rock.
Specific embodiment
As shown in Figures 1 and 2, this utility model is applied to the hammering reinforced concrete foundation of decomposed rock and is arranged at decomposed rock
On layer 5, including the reinforcing bar 4 being arranged on the weathered rock formation 5, the armored concrete 1 on the weathered rock formation 5, run through
The steel pipe 2 of 1 upper and lower surface of the armored concrete, the stirrup 3 for surrounding the reinforcing bar 4 and it is arranged in the armored concrete 1
Round steel 6.
As shown in Figures 1 and 2, the reinforcing bar 4 is provided with four and is rectangle distribution, and the reinforcing bar 4 is vertically placed, described
Reinforcing bar 4 is hammered onto in weathered rock formation 5 by hammering device, and the lower end of the reinforcing bar 4 is inserted into the weathered rock formation 5, convenient
Fixed armored concrete 1.
As shown in Figures 1 and 2, cylinder of the steel pipe 2 in cross section for annulus, the steel pipe 2 are vertically placed, the steel
Muscle 4 surrounds the steel pipe 2, and in the middle of the square that reinforcing bar 4 is surrounded.The lower end of the steel pipe 2 acts against weathered rock formation 5
On upper surface.
As shown in Figures 1 and 2, the round steel 6 is provided with two and is located at upper and lower both sides respectively, and the round steel 6 is in cross
Arrangement, the round steel 6 run through the surfaces externally and internally of the steel pipe 2 and are secured to connection.
As shown in Figures 1 and 2, the stirrup 3 is provided with two and in the vertical direction arrangement, and the stirrup 3 is enclosed in institute
Connection is stated on reinforcing bar 4 and is secured to, such that it is able to consolidate the reinforcing bar 4.
As shown in Figures 1 and 2, the armored concrete 1 is in cuboid, and takes shape in the reinforcing bar 4, stirrup 3, round steel 6
And the lower end of steel pipe 2, the armored concrete 1 is taken shape on the upper surface of weathered rock formation 5, such that it is able to convenient fixed steel pipe 2.
As shown in Figures 1 and 2, when there are mantle rock 7 on weathered rock formation 5, first mantle rock 7 is cleaned up, so
This basis of molding on weathered rock formation 5 afterwards.
As shown in Figures 1 and 2, when described this utility model is applied to the hammering reinforced concrete foundation making of decomposed rock,
First the mantle rock 7 on weathered rock formation 5 is cleaned up, reinforcing bar 4 is inserted it into into weathered rock formation 5 by hammering device then
It is interior, such that it is able to fixed reinforcing bar 4.Then steel pipe 2 is placed between reinforcing bar 4 and is placed on weathered rock formation 5.Then by round steel
6 through the steel pipe 2 surfaces externally and internallies and be secured to connection, such that it is able to fixed steel pipe 2.Then stirrup 3 is enclosed within into reinforcing bar 4
On, such that it is able to fixed reinforcing bar 4.Then the molding cuboid on the upper end of reinforcing bar 4, the lower end of steel pipe 2, stirrup 3, round steel 6
Armored concrete 1, such that it is able to fix this basis, and then can fixedly mount photovoltaic module thereon.So far, this practicality is new
Type is applied to the hammering reinforced concrete foundation manufacturing process of decomposed rock and describes.
The above, specific embodiment only of the present utility model, but protection domain of the present utility model do not limit to
In this, any those skilled in the art in the technical scope that this utility model is disclosed can readily occur in change or replace
Change, should all cover within protection domain of the present utility model.Therefore, protection domain of the present utility model should be wanted with the right
The protection domain asked is defined.
Claims (5)
1. a kind of hammering reinforced concrete foundation for being applied to decomposed rock, it is characterised in that：It is applied to the hammering reinforcing bar of decomposed rock
Concrete foundation is arranged on weathered rock formation, including the reinforcing bar being arranged on the weathered rock formation, on the weathered rock formation
Armored concrete, the steel pipe through the armored concrete upper and lower surface, the stirrup for surrounding the reinforcing bar and be arranged at described
Round steel in armored concrete, the reinforcing bar are vertically placed, and the lower end of the reinforcing bar is inserted into the weathered rock formation.
2. the hammering reinforced concrete foundation for being applied to decomposed rock according to claim 1, it is characterised in that：The steel pipe
Cylinder in cross section for annulus, the steel pipe are vertically placed, and the reinforcing bar surrounds the steel pipe, and the lower end of the steel pipe leans
On the upper surface of weathered rock formation.
3. the hammering reinforced concrete foundation for being applied to decomposed rock according to claim 2, it is characterised in that：The round steel
Two are provided with, the round steel is arranged in cross, the round steel runs through the surfaces externally and internally of the steel pipe and is secured to connection.
4. the hammering reinforced concrete foundation for being applied to decomposed rock according to claim 3, it is characterised in that：The stirrup
Two are provided with, the stirrup is enclosed on the reinforcing bar and is secured to connection.
5. the hammering reinforced concrete foundation for being applied to decomposed rock according to claim 4, it is characterised in that：The reinforcing bar
Concrete is in cuboid, and takes shape in the lower end of the reinforcing bar, stirrup, round steel and steel pipe, and the armored concrete takes shape in wind
Change on the upper surface of rock stratum.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620570029.8U CN206090605U (en) | 2016-06-14 | 2016-06-14 | Be applied to decompoed rock's hammering reinforced concrete foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620570029.8U CN206090605U (en) | 2016-06-14 | 2016-06-14 | Be applied to decompoed rock's hammering reinforced concrete foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090605U true CN206090605U (en) | 2017-04-12 |
Family
ID=58471327
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620570029.8U Expired - Fee Related CN206090605U (en) | 2016-06-14 | 2016-06-14 | Be applied to decompoed rock's hammering reinforced concrete foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090605U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110735443A (en) * | 2019-11-25 | 2020-01-31 | 信息产业电子第十一设计研究院科技工程股份有限公司 | Anchoring structure and anchoring method for embedded steel sleeve of photovoltaic support foundations |
-
2016
- 2016-06-14 CN CN201620570029.8U patent/CN206090605U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110735443A (en) * | 2019-11-25 | 2020-01-31 | 信息产业电子第十一设计研究院科技工程股份有限公司 | Anchoring structure and anchoring method for embedded steel sleeve of photovoltaic support foundations |
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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: 20170412 Termination date: 20170614 |