CN205857147U - A kind of FRP composite and coral concrete foundation structure system - Google Patents
A kind of FRP composite and coral concrete foundation structure system Download PDFInfo
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- CN205857147U CN205857147U CN201620702958.XU CN201620702958U CN205857147U CN 205857147 U CN205857147 U CN 205857147U CN 201620702958 U CN201620702958 U CN 201620702958U CN 205857147 U CN205857147 U CN 205857147U
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- frp
- coral
- foundation structure
- structure system
- coral concrete
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Abstract
This utility model relates to a kind of FRP composite and coral concrete foundation structure system, including platform, it is characterized in that: described platform includes FRP grid and the first coral concrete member being arranged between FRP grid, this mesa base is provided with some support stakes, described support stake includes supporting base, support bar and fixing head, described support bar includes that FRP manages, and is filled with the second coral concrete member in this FRP pipe；It is equipped with corallite and coral sand, described corallite and coral sand in described first coral concrete member and the second coral concrete member to connect by cement is fixing.It is high that this utility model has intensity, good endurance, and anticorrosive property is strong, the advantages such as integrated cost is low.
Description
Technical field
This utility model relates to a kind of FRP composite and coral concrete foundation structure system.
Background technology
At present, building concrete structural facilities various places are essentially the same, are the most all due up material and the structure of custom one-tenth.And this
All there is certain deficiency, such as in a little structures: cost height, transport difficult, corrosive properly difference etc., especially coastal area with
The areas such as off-lying sea islands and reefs, there is seriously corroded in conventional steel bar concrete structure and structural steelwork, the shortcomings such as maintenance period is short.According to
Measuring and calculating, the economic loss that China in 2009 causes because of corrosion, more than 1 trillion yuan, just has 1.5 tons of iron and steel to be corroded each second.Ocean
Industry corrosion loss accounts for the whole nation all corrosion loss 1/3, reaches more than 6,000 hundred million yuan.Ocean engineering, especially away from land
Reef in Chinese South Sea construction project, is also faced with raw material marine transportation difficulty, construction cost height, construction period length, structure durability poor
Deng technical barrier, carry out large-scale basis Facilities Construction, strategic materials reserve and marine development of resources etc. for country and bring many
Inconvenience.
Utility model content
The purpose of this utility model is to provide a kind of FRP composite and coral concrete foundation structure system, solves
The deficiency mentioned in background technology.
The purpose of this utility model is to be achieved through the following technical solutions:
A kind of FRP (Fiber Reinforced Plastic, fibre reinforced composites) composite and Corallium Japonicum Kishinouye coagulation
The foundation structure system of soil, including platform, described platform includes FRP grid and the first Corallium Japonicum Kishinouye being arranged between FRP grid
Concrete component, this mesa base is provided with some support stakes, and described support stake includes supporting base, support bar and fixing head,
Described support bar includes that FRP manages, and is filled with the second coral concrete member in this FRP pipe；Described first coral concrete member
Fixing even by cement with being equipped with corallite and coral sand, described corallite and coral sand in the second coral concrete member
Connect.
Further, the top of described support bar is fixedly connected with fixing head, and the bottom of this support bar is fixedly connected with props up
Support base.
Further, described platform is connected by fixing head is fixing with support stake.
Further, on the FRP grid that described fixing head is fixedly connected in platform.
Further, described fixing head is the fixing head being made up of FRP muscle.
Further, described FRP grid is formed by the braiding of FRP muscle.
Further, described FRP muscle is to be formed by resin bonding glue is cementing by multiply continuous fiber.
Further, FRP pipe is to be made up of with resin bonding glue high-performance fiber.
Further, described resin bonding glue is Epoxy resin adhesive.
Further, the diameter of described support base is more than support bar, and the diameter of this support bar is more than fixing head.
Further, described platform top is provided with facility assembly.
Further, described facility assembly includes body of wall, roofing and pillar etc..
This utility model provides a kind of FRP composite and coral concrete foundation structure system, and it mainly has
Have the beneficial effect that
1. the smart structural design of this foundation structure system, intensity height, be available for the application of multiple facility assembly.
2. platform and support stake are FRP section bar and coral concrete member composition, and FRP section bar is as reinforcing material, tool
There are the advantages such as lightweight, high-strength, good endurance, resistance to corrosion are strong, designability is strong.
3. coral concrete member has the problem of stronger corrosion resistance and low cost, for coastal area, its
Also there is gathering materials on the spot, improve the advantages such as construction speed, the cost of transportation decreasing material, solve off-lying sea islands and reefs regional architecture
The problems such as the scarcity of material.
In a word, structural system of the present utility model has good endurance, and integrated cost is low, quick construction, life cycle management
Comprehensive economy good, solve coastal area, off-lying sea islands and reefs etc. area ordinary reinforced concrete and steel construction corrosion seriously ask
Topic, the problems such as maintenance cost is high, also solve building material cost of transportation high (indivedual area marine transportation difficulty) simultaneously, build
It is set as the technical barriers such as high, a construction period length.
Accompanying drawing explanation
Below according to accompanying drawing, this utility model is described in further detail.
Fig. 1 is the structural representation of the foundation structure system described in this utility model embodiment；
Fig. 2 is the structural representation supporting stake described in this utility model embodiment；
Fig. 3 is the sectional view of the support bar described in this utility model embodiment；
Fig. 4 is the structural representation of the platform described in this utility model embodiment.
Detailed description of the invention
For making the purpose of this utility model embodiment, technical scheme and advantage clearer, new below in conjunction with this practicality
Accompanying drawing in type embodiment, is clearly and completely described the technical scheme in this utility model embodiment, it is clear that retouched
The embodiment stated is a part of embodiment of this utility model rather than whole embodiments.Generally described in the accompanying drawing herein and
The assembly of this utility model embodiment illustrated can be arranged with various different configurations and design.Therefore, below to attached
The detailed description of the embodiment of the present utility model provided in figure is not intended to limit claimed scope of the present utility model,
But it is merely representative of selected embodiment of the present utility model.Based on the embodiment in this utility model, ordinary skill people
The every other embodiment that member is obtained under not making creative work premise, broadly falls into the model of this utility model protection
Enclose.
In description of the present utility model, it should be noted that term " on ", D score, " interior ", the orientation of the instruction such as " outward "
Or position relationship is based on orientation shown in the drawings or position relationship, it is for only for ease of description this utility model and simplification is retouched
State rather than indicate or imply the device of indication or element must have specific orientation, with specific azimuth configuration and operation,
Therefore it is not intended that to restriction of the present utility model.Additionally, term " first ", " second ", " the 3rd " are only used for describing purpose,
And it is not intended that indicate or hint relative importance.
In description of the present utility model, in addition it is also necessary to explanation, unless otherwise clearly defined and limited, term " sets
Put ", should be interpreted broadly " being connected ", " connection ", connect for example, it may be fixing, it is also possible to be to removably connect, or integratedly
Connect；Can be to be mechanically connected, it is also possible to be electrical connection；Can be to be joined directly together, it is also possible to be indirectly connected to by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, on can understanding as the case may be
State term concrete meaning in this utility model.
A kind of FRP composite described in this utility model embodiment and coral concrete foundation structure system, including putting down
Platform 1, described platform 1 includes FRP grid 11 and the first coral concrete member 12 being arranged between FRP grid 11, and this is put down
Being provided with some support stakes 2 bottom platform 1, described support stake 2 includes supporting base 22, support bar 21 and fixing head 23, described
Strut 21 includes FRP pipe 211, is filled with the second coral concrete member 212 in this FRP pipe 211；Described first coral concrete
Being equipped with corallite and coral sand in component 12 and the second coral concrete member 212, described corallite and coral sand pass through water
Mud is fixing to be connected.
As further preferred embodiment, the top of described support bar 21 is fixedly connected with fixing head 23, this support
The bottom of bar 21 is fixedly connected with support base 22.
As further preferred embodiment, described platform 1 is connected by fixing head 23 is fixing with support stake 2.
As further preferred embodiment, described fixing head 23 is fixedly connected on the FRP grid 11 in platform 1,
This connected mode is more firm.
As further preferred embodiment, described fixing head 23 is the fixing head 23 being made up of FRP muscle.
As further preferred embodiment, described FRP grid 11 is formed by the braiding of FRP muscle.
As further preferred embodiment, described FRP muscle is cementing by resin bonding glue by multiply continuous fiber
Form.This continuous fiber includes one or more in carbon fiber, aramid fiber, high-strength glass fibre and basalt fibre.
As further preferred embodiment, FRP pipe 211 is to be made up of with resin bonding glue high-performance fiber.Described
High-performance fiber can include one or more in carbon fiber, aramid fiber, high-strength glass fibre and basalt fibre.
As further preferred embodiment, described resin bonding glue is Epoxy resin adhesive, and cementing strength is big, valency
Lattice material benefit.
As further preferred embodiment, the diameter of described support base 22 is more than support bar 21, this support bar 21
Diameter more than fixing head 23；Support bar 21 is fixedly connected on support base 22 upper surface, and fixing head 23 is fixedly connected on support
Bar 21 upper surface, owing to all of support stake 2 is the most identical, therefore, the upper surface of fixing head 23 the most at grade, then
Platform 1 is fixedly connected in fixing head 23, defines solid, smooth structural system.
As further preferred embodiment, described platform 1 top is provided with facility assembly.
When being embodied as, body of wall, roofing, pillar and some big mini-plants etc. can be set, certainly on platform 1 top
It can also be other object.
With cement, corallite and coral sand are bonded together, for coastal area additionally, the application can also be used with sea water
Speech, mixes with sea water, and water intaking is convenient, low cost.
Last it is noted that above-described each embodiment is merely to illustrate the technical solution of the utility model, rather than
It is limited；Although this utility model being described in detail with reference to previous embodiment, those of ordinary skill in the art
It is understood that the technical scheme described in previous embodiment still can be modified by it, or to the most part or all of
Technical characteristic carries out equivalent；And these amendments or replacement, do not make the essence of appropriate technical solution depart from this utility model
The scope of each embodiment technical scheme.
Claims (10)
1. FRP composite and a coral concrete foundation structure system, including platform, it is characterised in that: described platform bag
Including FRP grid and the first coral concrete member being arranged between FRP grid, this mesa base is provided with some support stakes,
Described support stake includes supporting base, support bar and fixing head, and described support bar includes that FRP manages, and is filled with the in this FRP pipe
Two coral concrete member；It is equipped with corallite and coral in described first coral concrete member and the second coral concrete member
Coral sand, described corallite and coral sand connect by cement is fixing.
FRP composite the most according to claim 1 and coral concrete foundation structure system, it is characterised in that: described
The top of support bar is fixedly connected with fixing head, and the bottom of this support bar is fixedly connected with support base.
FRP composite the most according to claim 1 and coral concrete foundation structure system, it is characterised in that: described
Platform is connected by fixing head is fixing with support stake.
FRP composite the most according to claim 3 and coral concrete foundation structure system, it is characterised in that: described
On the FRP grid that fixing head is fixedly connected in platform.
FRP composite the most according to claim 4 and coral concrete foundation structure system, it is characterised in that: described
Fixing head is the fixing head being made up of FRP muscle.
FRP composite the most according to claim 1 and coral concrete foundation structure system, it is characterised in that: described
FRP grid is formed by the braiding of FRP muscle.
FRP composite the most according to claim 6 and coral concrete foundation structure system, it is characterised in that: described
FRP muscle is to be formed by resin bonding glue is cementing by multiply continuous fiber.
FRP composite the most according to claim 1 and coral concrete foundation structure system, it is characterised in that: described
FRP pipe is to be made up of with resin bonding glue high-performance fiber.
9. according to the FRP composite described in claim 7 or 8 and coral concrete foundation structure system, it is characterised in that: institute
Stating resin bonding glue is Epoxy resin adhesive.
FRP composite the most according to claim 1 and coral concrete foundation structure system, it is characterised in that: described
Platform top is provided with facility assembly；Described facility assembly includes body of wall, roofing and pillar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620702958.XU CN205857147U (en) | 2016-07-05 | 2016-07-05 | A kind of FRP composite and coral concrete foundation structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620702958.XU CN205857147U (en) | 2016-07-05 | 2016-07-05 | A kind of FRP composite and coral concrete foundation structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205857147U true CN205857147U (en) | 2017-01-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620702958.XU Expired - Fee Related CN205857147U (en) | 2016-07-05 | 2016-07-05 | A kind of FRP composite and coral concrete foundation structure system |
Country Status (1)
| Country | Link |
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| CN (1) | CN205857147U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938845A (en) * | 2017-12-23 | 2018-04-20 | 中冶建筑研究总院有限公司 | A kind of concrete prefabricated assembling combining structures of FRP |
| CN108005066A (en) * | 2017-11-21 | 2018-05-08 | 烟台大学 | Offshore pile erosion resistant coating |
| CN109989526A (en) * | 2019-04-16 | 2019-07-09 | 武汉大学 | FRP pipe profile sea sand fast hardening concrete circular group zygostyle |
-
2016
- 2016-07-05 CN CN201620702958.XU patent/CN205857147U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005066A (en) * | 2017-11-21 | 2018-05-08 | 烟台大学 | Offshore pile erosion resistant coating |
| CN107938845A (en) * | 2017-12-23 | 2018-04-20 | 中冶建筑研究总院有限公司 | A kind of concrete prefabricated assembling combining structures of FRP |
| CN109989526A (en) * | 2019-04-16 | 2019-07-09 | 武汉大学 | FRP pipe profile sea sand fast hardening concrete circular group zygostyle |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170104 Termination date: 20190705 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |