CN208183812U - A kind of column footing seismic reinforcing structure - Google Patents
A kind of column footing seismic reinforcing structure Download PDFInfo
- Publication number
- CN208183812U CN208183812U CN201820289304.8U CN201820289304U CN208183812U CN 208183812 U CN208183812 U CN 208183812U CN 201820289304 U CN201820289304 U CN 201820289304U CN 208183812 U CN208183812 U CN 208183812U
- Authority
- CN
- China
- Prior art keywords
- former
- bar planting
- column foundation
- column
- concrete cushion
- 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
Landscapes
- Foundations (AREA)
Abstract
The utility model provides a kind of column footing seismic reinforcing structure, and the ruggedized construction includes former concrete cushion, former column foundation, Extended chemotherapy part, vertical bar planting, horizontal bar planting；Building on the original concrete cushion has former column foundation；The original column foundation is cylindrical isolated footing, which is frustum cone structure；The Extended chemotherapy part is according to the underpinning part extended outward centered on former concrete cushion and former column foundation；In former column foundation bottom rotary table top surface, which connects former column foundation and Extended chemotherapy part for the vertical bar planting setting；The horizontal bar planting is U-shaped bar planting, and one end connects the junction of former column foundation and former concrete cushion, and round table surface of the other end along Extended chemotherapy part upwardly extends a distance.
Description
Technical field
The utility model relates to building foundation technical field more particularly to a kind of column footing seismic reinforcing structures.
Background technique
In general, the frame structure that the building in earthquake section needs more to consolidate is built, to meet Antiseismic building requirement.
For the inhering architecture in earthquake section, such as because demand factor needs plus builds, it is necessary to the frame structure and base of the building
Plinth carries out reinforcing build.The reinforcing of independent foundation under column is built, often will appear reinforcing deficiency or because construction problem causes
Construction quality it is poor the problems such as.
Utility model content
The purpose of this utility model is that it is in view of the drawbacks of the prior art and insufficient, a kind of column footing seismic hardening is provided
Structure, the structure can improve basic shearing resistance intensity, the Antiseismic building demand after meeting plus building, and structure is simple, construction party
Just.
In order to achieve the above purposes, the technical solution adopted by the utility model is: a kind of column footing seismic reinforcing structure, institute
Stating ruggedized construction includes former concrete cushion, former column foundation, Extended chemotherapy part, vertical bar planting, horizontal bar planting；It is described former mixed
Building on solidifying soil padding has former column foundation；The original column foundation is cylindrical isolated footing, which is frustum cone structure；
The Extended chemotherapy part is according to the underpinning part extended outward centered on former concrete cushion and former column foundation；It is described
Vertical bar planting setting connects former column foundation and Extended chemotherapy part in former column foundation bottom rotary table top surface, the vertical bar planting；It is described
Horizontal bar planting is U-shaped bar planting, and one end connects the junction of former column foundation and former concrete cushion, and the other end is along Extended chemotherapy part
Round table surface upwardly extend a distance.
The beneficial effects of the utility model are: the structure can improve basic shearing resistance intensity, the building after meeting plus building
Antidetonation demand, and structure is simple, it is easy for construction.
Detailed description of the invention
Attached drawing described herein is to be used to provide a further understanding of the present invention, and constitutes one of the application
Point, but do not constitute the restriction to the utility model.
Fig. 1 is former column footing structural schematic diagram, and Fig. 2 is ruggedized construction schematic diagram.
Wherein: 1 is former concrete cushion, and 2 be former column foundation, and 3 be Extended chemotherapy part, and 4 be vertical bar planting, and 5 be level
Bar planting.
Specific embodiment
In conjunction with attached drawing, the utility model is described in further detail.
As shown, a kind of column footing seismic reinforcing structure, it is characterised in that: the ruggedized construction includes former coagulation
Soil padding 1, former column foundation 2, Extended chemotherapy part 3, vertical bar planting 4, horizontal bar planting 5；Building on the original concrete cushion 1 has
Former column foundation 2；The original column foundation 2 is cylindrical isolated footing, which is frustum cone structure；The Extended chemotherapy portion
Dividing 3 is according to the underpinning part extended outward centered on former concrete cushion 1 and former column foundation 2；The vertical bar planting 4 is set
It sets in former 2 bottom rotary table top surface of column foundation, which connects former column foundation 2 and Extended chemotherapy part 3；The horizontal plant
Muscle 5 is U-shaped bar planting, and one end connects the junction of former column foundation 2 with former concrete cushion 1, and the other end is along Extended chemotherapy part 3
Round table surface upwardly extends a distance.
When practice of construction, first planted in the vertical bar planting 4 of construction point embedment of former concrete cushion 1 and former column foundation 2 with horizontal
Muscle 5, then carry out grouting construction processing and form Extended chemotherapy part 3.
Claims (1)
1. a kind of column footing seismic reinforcing structure, it is characterised in that: the ruggedized construction includes former concrete cushion, former column
Basis, Extended chemotherapy part, vertical bar planting, horizontal bar planting；Building on the original concrete cushion has former column foundation；The original column
Basis is cylindrical isolated footing, which is frustum cone structure；The Extended chemotherapy part is according to former concrete mats
The underpinning part extended outward centered on layer and former column foundation；The vertical bar planting is arranged in former column foundation bottom round platform top
Face, the vertical bar planting connect former column foundation and Extended chemotherapy part；The horizontal bar planting is U-shaped bar planting, and one end connects former base for post
The junction of plinth and former concrete cushion, round table surface of the other end along Extended chemotherapy part upwardly extend a distance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820289304.8U CN208183812U (en) | 2018-03-01 | 2018-03-01 | A kind of column footing seismic reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820289304.8U CN208183812U (en) | 2018-03-01 | 2018-03-01 | A kind of column footing seismic reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208183812U true CN208183812U (en) | 2018-12-04 |
Family
ID=64440400
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820289304.8U Expired - Fee Related CN208183812U (en) | 2018-03-01 | 2018-03-01 | A kind of column footing seismic reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208183812U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110904987A (en) * | 2019-11-13 | 2020-03-24 | 中国矿业大学 | Belly expansion cup mouth type connecting structure and method for reinforced concrete column and foundation |
-
2018
- 2018-03-01 CN CN201820289304.8U patent/CN208183812U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110904987A (en) * | 2019-11-13 | 2020-03-24 | 中国矿业大学 | Belly expansion cup mouth type connecting structure and method for reinforced concrete column and foundation |
| CN110904987B (en) * | 2019-11-13 | 2020-10-30 | 中国矿业大学 | Belly expansion cup mouth type connecting structure and method for reinforced concrete column and foundation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203174619U (en) | Reverse raft concrete terrace | |
| CN208884795U (en) | A kind of shock isolating pedestal of platform steel reinforced concrete curtain wall column | |
| CN101597920A (en) | Assembled type building construction and method thereof | |
| CN208183812U (en) | A kind of column footing seismic reinforcing structure | |
| CN102864796B (en) | Construction spreading foundation adaptive to filled ground settlement and construction method | |
| CN204080822U (en) | A kind of foundation pit stope support structure | |
| CN105970969B (en) | A kind of base pit engineering assembled cushion layer structure and its application process | |
| CN205205853U (en) | Ecological green graticule mesh retaining wall structure | |
| CN208219723U (en) | A kind of Old building isolated footing ruggedized construction | |
| CN206635780U (en) | A kind of soil nailed wall retaining structure | |
| CN205637707U (en) | Swimming pool | |
| CN105113626B (en) | Cast-in-place post precast beam construction method | |
| CN107447776A (en) | The pull-type vertical retaining wall structure structure of anchor and construction method | |
| CN203855959U (en) | Circular-section anti-slide pile with bilateral haunched beams | |
| CN208650088U (en) | A kind of street lamp post installation armored concrete prefabricated foundation structure | |
| CN206385562U (en) | A kind of Novel Communication bar basis | |
| CN207193956U (en) | A kind of cement pilework for building | |
| CN209603165U (en) | A kind of polygonal jacket basis for ocean engineering | |
| CN203530998U (en) | Precast independent foundation | |
| CN206368489U (en) | A kind of firm levelling device of container movable plank house | |
| CN202544489U (en) | Construction site greening ecological enclosing wall | |
| CN103184763B (en) | Method for installing kiln tail steel structure framework on large-sized cement clinker production line | |
| CN205100354U (en) | Side slope with escape canal | |
| CN206110163U (en) | Steel frame quick -mounting tower structure | |
| CN204571474U (en) | A kind of municipal engineering fence railing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181204 Termination date: 20190301 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |