CN2632153Y - Combining structure of precasting beam column and pile top - Google Patents
Combining structure of precasting beam column and pile top Download PDFInfo
- Publication number
- CN2632153Y CN2632153Y CN 03265785 CN03265785U CN2632153Y CN 2632153 Y CN2632153 Y CN 2632153Y CN 03265785 CN03265785 CN 03265785 CN 03265785 U CN03265785 U CN 03265785U CN 2632153 Y CN2632153 Y CN 2632153Y
- Authority
- CN
- China
- Prior art keywords
- precasting
- pile cover
- cylinder
- muscle
- pile
- 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 - Lifetime
Links
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a combining structure of precasting beam column and pile top, in particular to a fixing structure used in the precasting column, the ground beam and the pile top, which comprises a pile top arranged on the ground base. The pile top is provided with a base pile along the ground bottom. The precasting ground beam is arranged around the pile top. A steel support pole is arranged in the center of the pile top. The central bottom of the precasting column is arranged on the steel support pole. A column main rib is arranged inside the circumference of the precasting column along the pile top.
Description
Technical field
The utility model is the integrated structure about a kind of precasting beam column and pile cover, refer in particular to a kind of use precast pole, grade beam and pile cover in conjunction with the time fixed structure.
Background technology
Foundation pile structure and the cylinder of commonly using building mostly are the staggered bar construction of checkerboard, with regard to the bar construction of cylinder, it has the stirrup that main longitudinally muscle and a plurality of hoop are restrainted main muscle mostly, and the bar construction of foundation pile then is to utilize complex root master muscle to be crisscross arranged to become the cross structure of checkerboard.
During the traditional architecture construction, mostly be to apply foundation pile at building-site, pile cover is set on foundation pile, and after around the pile cover grade beam being set, concrete perfusion between pile cover and grade beam, after treating that concrete is stiff, on the concrete of pile cover top, cylinder is set again, makes pile cover, grade beam and cylinder to be combined into one.
Yet above-mentioned worker's method applies not only complex steps of mode, and applies need consuming time and treat just can apply cylinder after the concrete strength of pile cover and grade beam is reached, so the engineering time can't effectively shorten.
The utility model content
The inventor is because the problem that is run into when above-mentioned pile cover, grade beam and building strut body construction, be actively to study, can through constantly testing and effort, develop the utility model finally for shortening the construction beam column and the integrated structure of pile cover in man-hour in the hope of providing a kind of.
Main purpose of the present utility model is to provide a kind of can shorten the precasting beam column of engineering time and the integrated structure of pile cover.
In order to reach above-mentioned utility model purpose, the utility model is to take following technological means to be reached, wherein the utility model includes the pile cover that is arranged on the ground, this pile cover extends at the bottom of the ground and is provided with foundation pile, four limits of pile cover are provided with the precasting grade beam, be provided with steel strut in the pile cover middle position, the center bottom of precasting cylinder places on the steel strut, and the inner on every side of precasting cylinder has towards the post master muscle of pile cover direction extension.
By concrete perfusion between above-mentioned pile cover, precasting grade beam and precasting cylinder, make the three to construct fast and be integral, once apply and promptly finish pile cover, grade beam and post, therefore can effectively shorten man-hour.
Description of drawings
Fig. 1 is the transverse cross-sectional view of the utility model first embodiment.
Fig. 2 is the longitudinal sectional drawing of the utility model first embodiment.
Fig. 3 is the transverse cross-sectional view of the utility model second embodiment.
Fig. 4 is the longitudinal sectional drawing of the utility model second embodiment.
Fig. 5 is the transverse cross-sectional view of the utility model the 3rd embodiment.
Fig. 6 is the longitudinal sectional drawing of the utility model the 3rd embodiment.
Fig. 7 is the transverse cross-sectional view of the utility model the 4th embodiment.
Fig. 8 is the longitudinal sectional drawing of the utility model the 4th embodiment.
In the accompanying drawing
The 10--pile cover
The 100--foundation pile
11--precasting grade beam
12--precasting cylinder
The 120--steel strut
121--master's muscle
122--bends anchoring structure
The 123--termination
The 124--connector
The 20--pile cover
The specific embodiment
Just it is graphic to arrange in pairs or groups now, is illustrated with regard to each embodiment of the present utility model.
Please referring to shown in Fig. 1 and 2, the integrated structure of precasting beam column of the present utility model and pile cover includes the square pile cover 10 that is arranged on the foundation pile 100, four limits of pile cover 10 are provided with precasting grade beam 11, be provided with and the precasting cylinder 12 fixing steel strut 120 that joins in pile cover 10 middle positions, the center bottom of this precasting cylinder 12 places on the steel strut 120, and the inner on every side of precasting cylinder 12 is extended with post master muscle 121 towards pile cover 10 directions.
The main muscle 121 of the first embodiment precasting cylinder 12 of the present utility model is four one group, and precasting cylinder 12 inside are provided with four groups of master's muscle 121 altogether, the bending anchoring structure 122 that each main muscle 121 end is formed with parallel pile cover 10 end faces and extends towards indefinite direction.
The utility model is when using, be on ground, be provided with around the set pile cover of finishing 10 four directions to precasting grade beam 11, in pile cover 10 middle positions the fixedly steel strut 120 of precasting cylinder 12 is set, main muscle 121 ends of precasting cylinder 12 then are formed with the bending anchoring structure 122 of parallel pile cover 10 end faces towards indefinite direction, at precasting grade beam 11 and precasting cylinder 12 after setting completed, just concrete perfusion is to pile cover 10, in the space that precasting grade beam 11 and precasting cylinder are 12, make pile cover 10, precasting grade beam 11 and precasting cylinder 12 can be combined into one, and strengthen the fixed effect of precasting cylinder 12 and column beam joint by bending anchoring structure 122.
Again please referring to shown in Fig. 3 and 4, second example structure of the present utility model is roughly identical with first embodiment, the main muscle 121 of this precasting cylinder 12 is four one group, precasting cylinder 12 inside are provided with four groups of master's muscle 121 altogether, its difference is that each main muscle end is formed with the spherical or square long-pending termination 123 of end surface that increases, and strengthens the fixed effect of precasting cylinder 12 and column beam joint by termination 123.
Please referring to shown in Fig. 5 and 6, the 3rd example structure of the present utility model is roughly identical with first embodiment, the main muscle 121 of this precasting cylinder 12 is four one group, precasting cylinder 12 inside are provided with four groups of master's muscle 121 altogether, its difference is respectively to organize in the main muscle 121, have at least a main muscle 121 to be connected with the end face of pile cover 10 by the connector 124 that is arranged on the pile cover 10, do not adopt bending anchoring structure 122, reach the effect that is connected and fixed of strengthening precasting cylinder 12 and column beam joint and pile cover 10 by this connected structure.
Again please referring to shown in Fig. 7 and 8, the 4th example structure of the present utility model is omited mutually with first embodiment, its difference is the cylindrical shape that is shaped as of pile cover 20, and the main muscle 121 of precasting cylinder 12 is four one group, precasting cylinder 12 inside are provided with four groups of master's muscle 121 altogether, the bending anchoring structure 122 that each main muscle 121 end is formed with parallel pile cover 10 end faces and extends towards indefinite direction.
Claims (7)
1. the integrated structure of precasting beam column and pile cover, it is characterized in that, it includes the pile cover that is arranged on the ground, this pile cover extends at the bottom of the ground and is provided with foundation pile, four limits of pile cover are provided with the precasting grade beam, be provided with steel strut in the pile cover middle position, the center bottom of precasting cylinder places on the steel strut, and the inner on every side post master muscle that extends towards the pile cover direction of precasting cylinder.
2. as the integrated structure of 1 described precasting beam column of claim the and pile cover, it is characterized in that wherein this pile cover is a square structure.
3. as the integrated structure of 1 described precasting beam column of claim the and pile cover, it is characterized in that wherein this pile cover is columnar structured.
4. as the integrated structure of claim the 1 or 2 or 3 described precasting beam columns and pile cover, it is characterized in that, wherein the main muscle of precasting cylinder is several one group, precasting column body four corners respectively are provided with one group of master's muscle, the bending anchoring structure that each main muscle end is formed with parallel pile cover end face and extends towards indefinite direction.
5. as the integrated structure of claim the 1 or 2 or 3 described precasting beam columns and pile cover, it is characterized in that, wherein the main muscle of precasting cylinder is several one group, and precasting column body four corners respectively are provided with one group of master's muscle, and each main muscle end is formed with the spherical long-pending termination of end surface that increases.
6. as the integrated structure of claim the 1 or 2 or 3 described precasting beam columns and pile cover, it is characterized in that, wherein the main muscle of precasting cylinder is several one group, and precasting column body four corners respectively are provided with one group of master's muscle, and each main muscle end is formed with polygonal cylinder can increase the long-pending termination of end surface.
7. as the integrated structure of claim the 1 or 2 or 3 described precasting beam columns and pile cover, it is characterized in that, wherein the main muscle of precasting cylinder is several one group, precasting column body four corners respectively are provided with one group of master's muscle, each is organized has at least a main muscle to be connected with the end face of pile cover by the connector that is arranged on the pile cover in the main muscle, the bending anchoring structure that other main muscle end is formed with parallel pile cover end face and extends towards indefinite direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03265785 CN2632153Y (en) | 2003-06-03 | 2003-06-03 | Combining structure of precasting beam column and pile top |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03265785 CN2632153Y (en) | 2003-06-03 | 2003-06-03 | Combining structure of precasting beam column and pile top |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2632153Y true CN2632153Y (en) | 2004-08-11 |
Family
ID=34297915
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03265785 Expired - Lifetime CN2632153Y (en) | 2003-06-03 | 2003-06-03 | Combining structure of precasting beam column and pile top |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2632153Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101871217B (en) * | 2009-04-23 | 2013-12-18 | 润弘精密工程事业股份有限公司 | Method for connecting precast pile cap structure and connected structure thereof |
| CN105297759A (en) * | 2015-10-28 | 2016-02-03 | 中国地质大学（武汉） | Framework structure of pile and pillar bearing platform |
-
2003
- 2003-06-03 CN CN 03265785 patent/CN2632153Y/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101871217B (en) * | 2009-04-23 | 2013-12-18 | 润弘精密工程事业股份有限公司 | Method for connecting precast pile cap structure and connected structure thereof |
| CN105297759A (en) * | 2015-10-28 | 2016-02-03 | 中国地质大学（武汉） | Framework structure of pile and pillar bearing platform |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112900246B (en) | Novel segment prefabricated assembled pier and assembling method thereof | |
| CN102251684A (en) | Construction method for circumferential pretensioning steel strand reinforcement circular structure or construction member | |
| CN104790291A (en) | Prefabricated type bridge pier column and connecting method thereof | |
| CN2632153Y (en) | Combining structure of precasting beam column and pile top | |
| CN2809021Y (en) | Prestressed counterforce system device in compression resistant static test of large tonnage foundation pile | |
| CN102635162B (en) | Combined torsional reticulated shell and construction method thereof | |
| CN2880438Y (en) | Centrifugal concrete pile mould | |
| CN104631317B (en) | Hollow plate girder bridge structure and construction process thereof | |
| CN112681228A (en) | River bank slope reinforcing structure for river ecological restoration and construction method thereof | |
| JP2673225B2 (en) | Prestressed concrete member and its manufacturing method and apparatus | |
| TWI711750B (en) | Seismic reinforcement accessories for improving the displacement toughness of building structural columns, seismic column structures containing the seismic reinforcement accessories and their construction methods | |
| AU679502B2 (en) | Method to construct the prestressed composite beam structure and the prestressed composite beam for a continuous beam thereof | |
| CN2765942Y (en) | Concrete grout pile adopting prestressed concrete steel bar | |
| CN1876996A (en) | Integrally-cast mould-detachment-free concrete structure system and construction method thereof | |
| CN213508431U (en) | Building pile foundation structure | |
| CN2918599Y (en) | Steel bar retainer | |
| CN2647962Y (en) | Precast shear wall and its conbined structure | |
| CN110284534B (en) | Horizontal load loading device for civil engineering field test | |
| CN2182196Y (en) | Hollow precast reinforced pile | |
| CN203334296U (en) | Foundation pit supporting structure with special-shaped reinforced concrete precast piles | |
| CN109629709B (en) | Infilled wall applying pre-stress through building blocks with bolts and construction method | |
| CN2630362Y (en) | Reinforcement cage hoop rib | |
| CN1012587B (en) | Prefabricated pc shelter structure | |
| CN1587559A (en) | Bean column node unequal strength concrete replacing structure and its construction method | |
| CN2679263Y (en) | Joint of semi-precast beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20130603 Granted publication date: 20040811 |