CN204940267U - Epoxy isolation piling bar - Google Patents

Epoxy isolation piling bar Download PDF

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Publication number
CN204940267U
CN204940267U CN201520487410.3U CN201520487410U CN204940267U CN 204940267 U CN204940267 U CN 204940267U CN 201520487410 U CN201520487410 U CN 201520487410U CN 204940267 U CN204940267 U CN 204940267U
Authority
CN
China
Prior art keywords
outer casing
steel cylinder
epoxy
piling bar
isolation
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
Application number
CN201520487410.3U
Other languages
Chinese (zh)
Inventor
梁枫
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong Sheng Feng Construction Engineering Co., Ltd.
Original Assignee
Chengdu LVDI Technology Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Chengdu LVDI Technology Co Ltd filed Critical Chengdu LVDI Technology Co Ltd
Priority to CN201520487410.3U priority Critical patent/CN204940267U/en
Application granted granted Critical
Publication of CN204940267U publication Critical patent/CN204940267U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of epoxy isolation piling bar, comprise steel cylinder, supporting section is connected with in steel cylinder, more than one of supporting section, and supporting section two ends are all fixed on steel cylinder, outer casing is installed outside steel cylinder, outer casing is set on steel cylinder, all be positioned on a pre-embedded steel slab bottom steel cylinder and outer casing, steel cylinder and outer casing are connected with adopting welding manner between pre-embedded steel slab, epoxy coating separation layer is connected with between pre-embedded steel slab and outer casing two sides, compact siro spinning technology between epoxy coating separation layer and outer casing, between epoxy coating separation layer and pre-embedded steel slab, stone bolt is installed.This epoxy isolation piling bar self structure is strong, and have good physical and mechanical properties, anti-corrosive properties are strong, and soaking-resistant ability is strong, effectively can alleviate the direct shock of foreign matter to piling bar, have good bearing capacity, connect closely, can play certain pre-buried effect between component.

Description

Epoxy isolation piling bar
Technical field
The utility model relates to a kind of piling bar, particularly a kind of epoxy isolation piling bar.
Background technology
Piling bar to be mainly used in harbour, harbour, water during high stake platform, bridge and super highrise building etc. build, existing piling bar is mainly divided into steel pipe pile and the large class of H profile steel stake two, steel pipe pile has opening and difference of remaining silent, and after steel pipe pile hammering puts in place, in pipe, general Concrete Material carries out grout filling; H profile steel self structure is strong, but cost is high, many when therefore using steel pipe pile, but general steel pipe pile self structure performance exists certain not enough, can not better bear external force, cause occurring functional performance wild effect.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, and provide a kind of self structure strong, have good physical and mechanical properties, anti-corrosive properties are strong, the epoxy isolation piling bar that soaking-resistant ability is strong.
To achieve these goals, the technical solution adopted in the utility model is such: epoxy isolation piling bar of the present utility model, comprise steel cylinder, supporting section is connected with in steel cylinder, more than one of supporting section, and supporting section two ends are all fixed on steel cylinder, outer casing is installed outside steel cylinder, outer casing is set on steel cylinder, all be positioned on a pre-embedded steel slab bottom steel cylinder and outer casing, steel cylinder and outer casing are connected with adopting welding manner between pre-embedded steel slab, epoxy coating separation layer is connected with between pre-embedded steel slab and outer casing two sides, compact siro spinning technology between epoxy coating separation layer and outer casing, between epoxy coating separation layer and pre-embedded steel slab, stone bolt is installed.
Further, as a kind of concrete form of structure, steel cylinder height described in the utility model is greater than outer casing height.
Further, as a kind of concrete form of structure, between steel cylinder described in the utility model and outer casing, hinged bolt is installed.
Further, as a kind of concrete form of structure, outer casing described in the utility model adopts rigid steel work to make.
Further, as a kind of concrete form of structure, epoxy coating separation layer described in the utility model adopts Collapsible structure.
Further, as a kind of concrete form of structure, steel cylinder nozzle described in the utility model removably connects a sealing plate.
Compared with prior art, the utility model has the advantage of: this epoxy isolation piling bar self structure is strong, there is good physical and mechanical properties, anti-corrosive properties are strong, soaking-resistant ability is strong, effectively can alleviate the direct shock of foreign matter to piling bar, have good bearing capacity, connect closely between component, certain pre-buried effect can be played.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model; In figure: 1. steel cylinder; 2. supporting section; 3. outer casing; 4. pre-embedded steel slab; 5. epoxy coating separation layer; 6. stone bolt.
Detailed description of the invention
Be described in further detail the utility model by reference to the accompanying drawings now, these accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The preferred embodiment of the utility model epoxy isolation piling bar as shown in Figure 1, comprise steel cylinder 1, supporting section 2 is connected with in steel cylinder 1, more than one of supporting section 2, and supporting section 2 two ends are all fixed on steel cylinder 1, outer casing 3 is installed outside steel cylinder 1, outer casing 3 is set on steel cylinder 1, all be positioned on a pre-embedded steel slab 4 bottom steel cylinder 1 and outer casing 3, steel cylinder 1 and adopt welding manner to be connected between outer casing 3 with pre-embedded steel slab 4, epoxy coating separation layer 5 is connected with between pre-embedded steel slab 4 and outer casing 3 two sides, compact siro spinning technology between epoxy coating separation layer 5 and outer casing 3, stone bolt 6 is installed between epoxy coating separation layer 5 and pre-embedded steel slab 4, described steel cylinder 1 is highly greater than outer casing height, between described steel cylinder 1 and outer casing 3, hinged bolt is installed, described outer casing 3 adopts rigid steel work to make, described epoxy coating separation layer 5 adopts Collapsible structure, described steel cylinder 1 nozzle removably connects a sealing plate.
Epoxy isolation piling bar self structure of the present utility model is strong, there is good physical and mechanical properties, anti-corrosive properties are strong, and soaking-resistant ability is strong, effectively can alleviate the direct shock of foreign matter to piling bar, there is good bearing capacity, connect closely between component, can play certain pre-buried effect, described steel cylinder 1 is highly greater than outer casing height, be convenient to safeguard, usability is stronger; Between described steel cylinder 1 and outer casing 3, hinged bolt is installed, is convenient to dismantle; Described outer casing 3 adopts rigid steel work to make, better protecting effect, and impact resistance power is stronger; Described epoxy coating separation layer 5 adopts Collapsible structure, and usability is better; Described steel cylinder 1 nozzle removably connects a sealing plate, and convenient perfusion mortar inside, then seals.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff completely can in the scope not departing from this utility model technological thought, carry out various change and amendment, the technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.

Claims (6)

1. an epoxy isolation piling bar, comprise steel cylinder, it is characterized in that: in steel cylinder, be connected with supporting section, more than one of supporting section, and supporting section two ends are all fixed on steel cylinder, outer casing is installed outside steel cylinder, outer casing is set on steel cylinder, all be positioned on a pre-embedded steel slab bottom steel cylinder and outer casing, steel cylinder and outer casing are connected with adopting welding manner between pre-embedded steel slab, epoxy coating separation layer is connected with between pre-embedded steel slab and outer casing two sides, compact siro spinning technology between epoxy coating separation layer and outer casing, between epoxy coating separation layer and pre-embedded steel slab, stone bolt is installed.
2. epoxy isolation piling bar according to claim 1, is characterized in that: described steel cylinder height is greater than outer casing height.
3. epoxy isolation piling bar according to claim 1, is characterized in that: be provided with hinged bolt between described steel cylinder and outer casing.
4. epoxy isolation piling bar according to claim 1, is characterized in that: described outer casing adopts rigid steel work to make.
5. epoxy isolation piling bar according to claim 1, is characterized in that: described epoxy coating separation layer adopts Collapsible structure.
6. epoxy according to claim 1 isolation piling bar, is characterized in that: described steel cylinder nozzle removably connects a sealing plate.
CN201520487410.3U 2015-07-08 2015-07-08 Epoxy isolation piling bar Expired - Fee Related CN204940267U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520487410.3U CN204940267U (en) 2015-07-08 2015-07-08 Epoxy isolation piling bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520487410.3U CN204940267U (en) 2015-07-08 2015-07-08 Epoxy isolation piling bar

Publications (1)

Publication Number Publication Date
CN204940267U true CN204940267U (en) 2016-01-06

Family

ID=55007709

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520487410.3U Expired - Fee Related CN204940267U (en) 2015-07-08 2015-07-08 Epoxy isolation piling bar

Country Status (1)

Country Link
CN (1) CN204940267U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110130213A (en) * 2019-05-25 2019-08-16 中恒宏瑞建设集团有限公司 A kind of safeguard structure for abutment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110130213A (en) * 2019-05-25 2019-08-16 中恒宏瑞建设集团有限公司 A kind of safeguard structure for abutment
CN110130213B (en) * 2019-05-25 2020-11-06 福建省恒超建设发展有限公司 A protective structure for abutment

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20170525

Address after: 523106, Wanda Plaza, office building, Dongcheng Street, Guangdong, Dongguan, 1514-1515

Patentee after: Guangdong Sheng Feng Construction Engineering Co., Ltd.

Address before: 610000 Jinjiang District, Chengdu, East Street, 18-32 No. 1, floor 5, layer 517,

Patentee before: Chengdu Lyudi Technology Co., Ltd.

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160106

Termination date: 20190708

CF01 Termination of patent right due to non-payment of annual fee