CN202577382U - Reinforcing structure of bus supporting pier in electrolytic plant - Google Patents

Reinforcing structure of bus supporting pier in electrolytic plant Download PDF

Info

Publication number
CN202577382U
CN202577382U CN 201220213033 CN201220213033U CN202577382U CN 202577382 U CN202577382 U CN 202577382U CN 201220213033 CN201220213033 CN 201220213033 CN 201220213033 U CN201220213033 U CN 201220213033U CN 202577382 U CN202577382 U CN 202577382U
Authority
CN
China
Prior art keywords
pier
existing
reinforcing
buttress
supporting pier
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
CN 201220213033
Other languages
Chinese (zh)
Inventor
王慧莹
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.)
Guiyang Aluminum Magnesium Design and Research Institute Co Ltd
Original Assignee
Guiyang Aluminum Magnesium Design and Research Institute 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 Guiyang Aluminum Magnesium Design and Research Institute Co Ltd filed Critical Guiyang Aluminum Magnesium Design and Research Institute Co Ltd
Priority to CN 201220213033 priority Critical patent/CN202577382U/en
Application granted granted Critical
Publication of CN202577382U publication Critical patent/CN202577382U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

The utility model discloses a reinforcing structure of a bus supporting pier in an electrolytic plant. The reinforcing structure comprises the existing supporting pier (1), wherein the top part of the existing supporting pier (1) is provided with a supporting pier top embedding piece (7); the existing supporting pier (1) is provided with a through seam (2), and is externally provided with a reinforcing pier (6); the reinforcing pier (6) is internally provided with a reinforcing steel-bar frame (4) covering the existing supporting pier (1); the profile of the reinforcing pier (6) is larger than the existing supporting pier (1); and the elevation of the reinforcing pier (6) is the same as that of the supporting pier top embedding piece (7). The reinforcing structure disclosed by the utility model has the advantages that in reinforcement, the existing supporting pier does not need to be disassembled completely, partial concrete at the upper part of the existing supporting pier is removed according to the position of the through seam of the existing supporting pier, and then the periphery of the existing supporting pier is cast with the reinforcing pier so as to achieve the purpose of reinforcing the existing supporting pier with cracks; the construction is convenient, the construction period is short, good reinforcing action is achieved for the existing bus supporting pier with the cracks, the bearing capacity of the bus supporting pier can be improved and the reinforcement cost is saved.

Description

The ruggedized construction of potroom bus buttress
Technical field
the utility model relates to a kind of ruggedized construction of potroom bus buttress, belongs to the reinforcing technique field of concrete pier.
Background technology
The bus below of potroom generally all is provided with buttress, is used to be supported for the bus of electrolyzer with electricity.In the production use of potroom, the bus buttress cracking destruction occurs through regular meeting, influences productivity effect and safety.If it is removed reconstruction, both consume material wasted time again.
Summary of the invention
The purpose of the utility model is, a kind of ruggedized construction of potroom bus buttress is provided.Both can to a certain degree utilize raw material, convenient construction, plays good reinforcement effect to the bus buttress at duration that must be not oversize again.
The technical scheme of the utility model:
The ruggedized construction of a kind of potroom bus buttress comprises existing buttress, and existing buttress top is provided with pier top embedded part, and existing buttress is provided with and connects seam; Existing buttress is provided with reinforced pier outward, is provided with the stiffener framework that contains existing buttress in the reinforced pier, and the outline of reinforced pier is greater than existing buttress, and the absolute altitude of reinforced pier is identical with the absolute altitude of pier top embedded part.
In aforementioned structure, the spacing between the side of said reinforced pier and the existing buttress side is 80-120mm.
In aforementioned structure, the concrete class of said reinforced pier is than the high grade of concrete of existing buttress.
compared with prior art; The utility model is when reinforcing; Do not need to have now buttress and remove fully, but occur connecting the position of stitching, destroy an existing socle part concrete according to existing buttress; Be provided with in the periphery of existing buttress then and build reinforced pier, to reach the purpose of reinforcing the existing buttress that slight crack occurs.The utility model does not need to have now buttress and removes reconstruction, and the part concrete of slight crack and the steel bar framework in the existing buttress do not appear in existing buttress capable of using, easy construction, and the duration is short, and the existing bus buttress that slight crack occurs has been played good reinforcement effect.The utlity model has easy construction, flexible, can improve the bearing capacity of bus buttress, practice thrift plurality of advantages such as reinforcement cost.
Description of drawings
Fig. 3 is the structural representation of the utility model;
Fig. 2 is the schematic appearance of the utility model;
Fig. 3 is the construction sequence sketch map of the utility model;
Fig. 4 is the sketch map of pier top embedded part.
Being labeled as in accompanying drawing: 1-has buttress now, and 2-connects seam, 3-steel bar framework, 4-stiffener framework, 5-formwork for placing, 6-reinforced pier, 7-pier top embedded part, 8-terrace.
The specific embodiment
are done further to specify to the utility model below in conjunction with accompanying drawing and embodiment, but not as any restriction to the utility model.
The ruggedized construction of a kind of potroom bus buttress, as shown in Figure 1, comprise existing buttress 1, existing buttress 1 top is provided with pier top embedded part 7, and existing buttress 1 is provided with and connects seam 2; Be provided with reinforced pier 6 outside the existing buttress 1, be provided with the stiffener framework 4 that contains existing buttress 1 in the reinforced pier 6, the outline of reinforced pier 6 is greater than existing buttress 1, and the absolute altitude of reinforced pier 6 is identical with the absolute altitude of pier top embedded part 7.Spacing between the side of said reinforced pier 6 and existing buttress 1 side is 80-120mm.The concrete class of said reinforced pier 6 is than the high grade of concrete of existing buttress 1.
During practical implementation, be that the above concrete of perforation seam on the existing buttress is all destroyed, keep steel bar framework and pier top embedded part in the existing buttress; Outside existing buttress, put stiffener framework and formwork for placing then, concreting forms reinforced pier between formwork for placing and existing buttress, when building reinforced pier, adjusts the position and the absolute altitude of pier top embedded part.Spacing between four sides of said formwork for placing and existing buttress is 80-120mm.Spacing between four sides of said formwork for placing and existing buttress is 100mm.The used concrete class of said reinforced pier is than the high grade of concrete of existing buttress.The absolute altitude of said reinforced pier is identical with the absolute altitude of pier top, existing buttress top embedded part.
embodiment.
existing buttress 1 as the step among Fig. 3 1. shown in; Existing buttress 1 top is provided with pier top embedded part 7; Vertically embedded part 7 tops are in for 200~350 meters and have occurred lateral direction penetrating seam 2 in the use existing buttress 1 apart from the pier top, therefore need carry out consolidation process to existing buttress 1.During processing, as the step among Fig. 3 2. shown in, the concrete of existing buttress 1 is all destroyed, but is kept the steel bar framework 3 and pier top embedded part 7 in the existing buttress.Then as the step among Fig. 3 3. shown in, put stiffener framework 4 in the outside of existing buttress 1, stiffener framework 4 is to be welded by one group of rectangle reinforcing bar and one group of longitudinal reinforcement.When arranging stiffener framework 4, should stiffener framework 4 be put properly, that is to say, four limits of stiffener framework 4 should equate with the spacing between four sides of existing buttress 1.At last; As the step among Fig. 3 4. shown in; Formwork for placing 5 is supported in outside at stiffener framework 4, with existing buttress 1 of water infiltration and formwork for placing 5, uses in the gap of concreting between formwork for placing 5 and existing buttress 1 than the high grade of existing buttress 1 concrete again; Should adjust the position and the absolute altitude of pier top embedded part 7 when building, the structural representation of pier top embedded part 7 is as shown in Figure 4.The absolute altitude of reinforced pier 6 is identical with existing buttress 1.The outward appearance of building the reinforced pier 6 after the completion is as shown in Figure 2, and reinforced pier 6 is seated on the terrace 8, and the distance b between four sides of reinforced pier 6 and 1 four sides of existing buttress is controlled between the 80-120mm.The phantom drawing of building after the completion is as shown in Figure 1, can be seen with 6 internal constructions of reinforced pier among the embodiment by Fig. 1.

Claims (3)

1. the ruggedized construction of a potroom bus buttress comprises existing buttress (1), and existing buttress (1) top is provided with pier top embedded part (7), and existing buttress (1) is provided with and connects seam (2); It is characterized in that: the outer reinforced pier (6) that is provided with of existing buttress (1); Be provided with the stiffener framework (4) that contains existing buttress (1) in the reinforced pier (6); The outline of reinforced pier (6) is greater than existing buttress (1), and the absolute altitude of reinforced pier (6) is identical with the absolute altitude of pier top embedded part (7).
2. according to the said structure of claim 1, it is characterized in that: the spacing between the side of said reinforced pier (6) and existing buttress (1) side is 80-120mm.
3. according to the said structure of claim 2, it is characterized in that: the concrete class of said reinforced pier (6) is than the high grade of concrete of existing buttress (1).
CN 201220213033 2012-05-14 2012-05-14 Reinforcing structure of bus supporting pier in electrolytic plant Expired - Fee Related CN202577382U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220213033 CN202577382U (en) 2012-05-14 2012-05-14 Reinforcing structure of bus supporting pier in electrolytic plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220213033 CN202577382U (en) 2012-05-14 2012-05-14 Reinforcing structure of bus supporting pier in electrolytic plant

Publications (1)

Publication Number Publication Date
CN202577382U true CN202577382U (en) 2012-12-05

Family

ID=47246811

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220213033 Expired - Fee Related CN202577382U (en) 2012-05-14 2012-05-14 Reinforcing structure of bus supporting pier in electrolytic plant

Country Status (1)

Country Link
CN (1) CN202577382U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103422518A (en) * 2012-05-14 2013-12-04 贵阳铝镁设计研究院有限公司 Electrolytic plant bus support pier reinforcing method and structure
CN104420487A (en) * 2013-08-21 2015-03-18 贵阳铝镁设计研究院有限公司 Strengthening method and structure of basic short column
CN105781014A (en) * 2016-05-06 2016-07-20 温州大学 Double-layer hoop-confined high-strength concrete composite column and manufacture method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103422518A (en) * 2012-05-14 2013-12-04 贵阳铝镁设计研究院有限公司 Electrolytic plant bus support pier reinforcing method and structure
CN104420487A (en) * 2013-08-21 2015-03-18 贵阳铝镁设计研究院有限公司 Strengthening method and structure of basic short column
CN105781014A (en) * 2016-05-06 2016-07-20 温州大学 Double-layer hoop-confined high-strength concrete composite column and manufacture method thereof

Similar Documents

Publication Publication Date Title
CN202577382U (en) Reinforcing structure of bus supporting pier in electrolytic plant
CN203835403U (en) Clearance strengthening system for serious cracking of existing tunnel lining arch
CN204152207U (en) Hang the reinforcing construction of mould template
CN203961998U (en) A kind of shallow tunnel combined type preliminary bracing structure
CN202644976U (en) Slope roof double-side formwork support structure
CN103938649B (en) A kind of construction method on high-rise building cavity basis
CN204456428U (en) A kind of entirety being installed on composite wallboard is waftd window
CN204139466U (en) A kind of concrete prefabricated cushion block
CN202658765U (en) Keel framework concrete anti-crack filling wall
CN102691267A (en) High pier construction method for external whole operation platform
CN204571084U (en) A kind of assembling type outer wall plate
CN201400959Y (en) Silo concrete protecting layer locating piece in slipform construction
CN204001714U (en) The concrete mould of building of V-type cylinder
CN103243691A (en) Prefabricated steel formwork for gallery top arch of dam absorption basin
CN203200982U (en) Steel bar truss buckling hanging type floor support plate
CN202689278U (en) Superimposed hollow slab
CN202611112U (en) Reinforcing steel bar frame body for controlling thicknesses of protective layers of plate negative reinforcements
CN103422518A (en) Electrolytic plant bus support pier reinforcing method and structure
CN201771081U (en) Built-in core mould of cast-in-situ reinforced concrete anti-floating & positioning combination
CN204920990U (en) Two lining rebar positioning fixture in tunnel
CN204225354U (en) A kind of high strength prefabricated units
CN204940999U (en) A kind of circular coal yard steel-mixed combining structure coal-stopping wall
CN203867065U (en) Integral casting ring beam for buildings
CN204282933U (en) A kind of communication tower
CN204238264U (en) A kind of sole plate post-poured strip structure

Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121205

Termination date: 20150514

EXPY Termination of patent right or utility model