CN2825851Y - I-shaped and rowed I-shaped concrete enclosure post - Google Patents
I-shaped and rowed I-shaped concrete enclosure post Download PDFInfo
- Publication number
- CN2825851Y CN2825851Y CN 200520129712 CN200520129712U CN2825851Y CN 2825851 Y CN2825851 Y CN 2825851Y CN 200520129712 CN200520129712 CN 200520129712 CN 200520129712 U CN200520129712 U CN 200520129712U CN 2825851 Y CN2825851 Y CN 2825851Y
- Authority
- CN
- China
- Prior art keywords
- column
- shaped
- group
- level
- long reinforcing
- 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
Links
Images
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
I-shaped of the present utility model and I-shaped platoon type concrete upright fence post belong to the building component field.Column is the steel concrete cuboid, and each is shaped on half circular groove in advance along its narrower two sides length direction center line, and two groove arc portions are opposing.Column inside is the cuboid cage of reinforcement, and this skeleton is made up of the long reinforcing bar group of level, horizontal bar dowel group and vertical bar dowel group.The long reinforcing bar group of level is totally five reinforcing bars, and four are positioned at column four seamed edge places, and one is positioned at the column centerline.Horizontal bar dowel group is two rows, equidistantly carries on the one side of the long reinforcing bar of level on two and two long reinforcing bars of following level respectively.Vertical bar dowel group then is made up of the vertical bar dowel of overlap joint in the middle part of the long reinforcing bar of level, both ends and each the horizontal bar dowel of middle part and column centerline.The mutual lap-joint of all reinforcing bars all ties up iron wire and is connected, each steel bar end all stretch out each face of column a little.This pillar construction is reasonable, and supporting power is big, saves material.
Description
1, technical field: I-shaped of the present utility model and I-shaped platoon type concrete upright fence post belong to the building component field.
2, background technology: general upright fence post is owing to the restriction of its structure, and institute's supported weight is limited, and manufactures high material consumption.
3, summary of the invention: the purpose of this utility model is to propose a kind of rational in infrastructure, and supporting power is big, saves the I-shaped and the I-shaped platoon type concrete upright fence post of material.
The purpose of this utility model is achieved in that column is the steel concrete cuboid, and each is shaped on half circular groove in advance along its narrower two sides length direction center line, and two groove arc portions are opposing.Column inside is the cuboid cage of reinforcement, and this skeleton is made up of the long reinforcing bar group of level, horizontal bar dowel group and vertical bar dowel group.The long reinforcing bar group of level is totally five reinforcing bars, and four are positioned at column four seamed edge places, and one is positioned at the column centerline.Horizontal bar dowel group is two rows, equidistantly carries on the one side of the long reinforcing bar of level on two and two long reinforcing bars of following level respectively.Vertical bar dowel group then is made up of the vertical bar dowel of overlap joint in the middle part of the long reinforcing bar of level, both ends and each the horizontal bar dowel of middle part and column centerline.The mutual lap-joint of all reinforcing bars all ties up iron wire and is connected, each steel bar end all stretch out each face of column a little.
According to technique scheme, can precast rational in infrastructurely, load-bearing increases, and saves the column of material.
4, description of drawings: concrete structure of the present utility model is provided by following drawings and Examples
Fig. 1 is an I shape concrete upright fence post structural representation
Fig. 2 is an I shape concrete fence cage of reinforcement structural representation
Fig. 3 is an I-shaped platoon type concrete upright fence post structural representation
Fig. 4 is an I-shaped platoon type concrete upright fence post cage of reinforcement structural representation
5, the specific embodiment:
Legend: 1, cage of reinforcement 2, column 3, groove 4, through hole 5, stirrup
Embodiment 1: shown in Fig. 1-2, column 2 is the steel concrete cuboid, and it is opposing that each is shaped on half circular groove 3, two grooves 3 arc portion in advance along its narrower two sides length direction center line.Column 2 inside are cuboid cage of reinforcement 1, and this skeleton is made up of the long reinforcing bar group of level, horizontal bar dowel group and vertical bar dowel group.The long reinforcing bar group of level is totally five reinforcing bars, four four seamed edge places that are positioned at column 2, and one is positioned at column 2 centerline.Horizontal bar dowel group is two rows, equidistantly carries on the one side of the long reinforcing bar of level on two and two long reinforcing bars of following level respectively.Vertical bar dowel group then is made up of the vertical bar dowel of overlap joint in the middle part of the long reinforcing bar of level, both ends and each the horizontal bar dowel of middle part and column 2 centerline.The mutual lap-joint of all reinforcing bars all ties up iron wire and is connected, each steel bar end all stretch out column 2 each face a little.
Embodiment 2: as shown in Figure 3-4, column 2 inside are cuboid cage of reinforcement 1, and this skeleton is made up of long reinforcing bar group of level and stirrup group.The long reinforcing bar group of level totally four reinforcing bars, are positioned at four seamed edge places of column 2, the stirrup group by several independently quadrangle stirrup 5 form, it equidistantly is trapped among outside four long reinforcing bars of level.Long reinforcing bar is all tied up iron wire with stirrup 5 mutual lap-joints and is connected, each termination of long reinforcing bar all stretch out column 2 end faces a little.Have many group through holes 4 along its length direction center line on the upper and lower faces of column 2 broads, through hole 4 is opened 5 of two adjacent stirrups.All the other all are same as embodiment 1.
Claims (4)
1, a kind of I-shaped and I-shaped platoon type concrete upright fence post, it is characterized in that: column is the steel concrete cuboid, each is shaped on half circular groove in advance along its narrower two sides length direction center line, two groove arc portions are opposing, column inside is the cuboid cage of reinforcement, and each steel bar end all stretches out each face of column.
2, I-shaped as claimed in claim 1 and I-shaped platoon type concrete upright fence post, it is characterized in that: the cuboid cage of reinforcement is by the long reinforcing bar group of level, horizontal bar dowel group and vertical bar dowel group are formed, the long reinforcing bar group of level is totally five reinforcing bars, article four, be positioned at column four seamed edge places, article one, be positioned at the column centerline, horizontal bar dowel group is two rows, carry respectively equidistantly on the one side of the long reinforcing bar of level on two and two long reinforcing bars of following level, vertically the bar dowel group is then by the long reinforcing bar of level of middle part and column centerline, the vertical bar dowel of both ends and each horizontal bar dowel middle part overlap joint is formed.
3, I-shaped as claimed in claim 2 and I-shaped platoon type concrete upright fence post, it is characterized in that: the long reinforcing bar group of level is equidistantly enclosed outward with stirrup, and stirrup is a quadrangle.
4, as claim 1 or 2 or 3 described I-shapeds and I-shaped platoon type concrete upright fence post, it is characterized in that: have through hole along its length direction center line on the upper and lower faces of column broad, through hole is opened between two adjacent stirrups.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520129712 CN2825851Y (en) | 2005-10-17 | 2005-10-17 | I-shaped and rowed I-shaped concrete enclosure post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520129712 CN2825851Y (en) | 2005-10-17 | 2005-10-17 | I-shaped and rowed I-shaped concrete enclosure post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2825851Y true CN2825851Y (en) | 2006-10-11 |
Family
ID=37066036
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520129712 Expired - Fee Related CN2825851Y (en) | 2005-10-17 | 2005-10-17 | I-shaped and rowed I-shaped concrete enclosure post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2825851Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760936A (en) * | 2017-01-24 | 2017-05-31 | 赤峰市建筑科学研究院有限公司 | A kind of light-duty Assembled enclosing wall of post-tensioned prestressing |
| CN111231053A (en) * | 2020-03-09 | 2020-06-05 | 王玉平 | Concrete member and forming machine and forming method thereof |
-
2005
- 2005-10-17 CN CN 200520129712 patent/CN2825851Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760936A (en) * | 2017-01-24 | 2017-05-31 | 赤峰市建筑科学研究院有限公司 | A kind of light-duty Assembled enclosing wall of post-tensioned prestressing |
| CN111231053A (en) * | 2020-03-09 | 2020-06-05 | 王玉平 | Concrete member and forming machine and forming method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100353016C (en) | Square section concrete short pillar hiden with 'slant strength nucleocenter beam' and mfg. method thereof | |
| CN203499084U (en) | T-shaped longitudinal rib frame honeycomb composite floor slab | |
| CN203393878U (en) | Straight-rib honeycomb reinforced concrete composite floor slab | |
| CN206942245U (en) | Prefabricated case beam tie with reinforcing bar construction frame | |
| CN205314257U (en) | M section bar and adopt building piece connection structure of this section bar | |
| CN207363077U (en) | The integral cast-in-place building panel of bed die formula | |
| CN2825851Y (en) | I-shaped and rowed I-shaped concrete enclosure post | |
| CN202139685U (en) | Lattice column of framework structure | |
| CN203742077U (en) | Concrete-filled thin-wall steel tube column with built-in steel bar trusses | |
| CN201125461Y (en) | Combination beam bridge open pore steel plate shear force bond apparatus | |
| CN205276073U (en) | Two line track roof beams of rail formula track traffic are embraced in magnetic suspension | |
| CN103397721A (en) | Steel plate prefabricated concrete double-plate shear wall | |
| CN207260605U (en) | A kind of super plane structure construction material transport system | |
| CN215519210U (en) | Assembled building based on mathematical computation | |
| CN215366833U (en) | Steel-concrete torsion tower structure | |
| CN205529929U (en) | Whole shaping die carrier of case back slab muscle | |
| CN201050137Y (en) | Storied building carrier plate | |
| CN208167747U (en) | A kind of arch steel structure support | |
| CN211548046U (en) | Three-way oval intersection steel member | |
| CN206158314U (en) | Tower structure of cement pole and iron tower piggy -back connector | |
| CN203452001U (en) | Country foot bridge railing structure | |
| CN215212308U (en) | Reinforced lapped prefabricated self-formwork concrete structure and system thereof | |
| CN211200701U (en) | Arched PC component board | |
| CN214738998U (en) | Novel prefabricated window lower wall | |
| CN204703052U (en) | A kind of hollow slab bridge with end floor beam constructs |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |