CN1376837A - Concrete foundation of high building - Google Patents
Concrete foundation of high building Download PDFInfo
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- CN1376837A CN1376837A CN 00103174 CN00103174A CN1376837A CN 1376837 A CN1376837 A CN 1376837A CN 00103174 CN00103174 CN 00103174 CN 00103174 A CN00103174 A CN 00103174A CN 1376837 A CN1376837 A CN 1376837A
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Abstract
A concrete foundation for high building is composed of multiple vertical columns, the downward curved arch menbers to connect the adjacent vertical columns, and a structural bottom plate formed at the root of each vertical column and over the arch members, and supported by more structural beams.
Description
The present invention relates to high-rise building, particularly the foundation structure used of High level Framework building.
In the past, high-rise building has generally comprised two types with the basis, a kind of is mat foundation, it is certain thickness by having, the whole armored concrete slab of large tracts of land that supports whole building forms, it is softer that this mat foundation is suitable for soil property, the basis, bearing capacity of foundation soil is lower, superstructure is delivered to the situation of the very big and superstructure of load on basis to the uneven settlement of foundation sensitivity, because its loaded area is bigger, so can lower base pressure, improve bearing capacity of foundation soil, increase the integral rigidity on basis, and adjustment differential settlement, but for such basis, when high-rise building higher, such as super high rise building, be that upper load is when big, particularly satisfy the requirement that the anti-impact of suspension column place plate is cut, must increase the thickness of whole concrete slab, make that like this thickness of whole foundation slab is very big, and in fact from loading angle, other zone except the suspension column position in the plate does not participate in resisting the shearing of post to plate substantially, the thickness of these other regional plate is excessive, and therefore from force structure, above-mentioned mat foundation is to have utilized concrete weakness, be that relatively poor shear resistance (shear strength is lower) is resisted the superstructure load, rather than utilize concrete advantage, promptly stronger crushing resistance (compressive strength is higher) to resist the superstructure load, this shows, this mat foundation is not rational stress system, and it can cause the waste on the material.The basis of another kind of type is a box foundation, the steel concrete mass-type foundation of the box-shaped that it is made up of the internal partition wall of base plate, top board, side wall and some, this basis has the higher rigidity of structure and globality, being suitable for the superstructure load differs greatly, to the differential settlement sensitivity, the high-rise building of shockproof requirements strictness, but the underground excavation on such basis is bigger, and the expense of the structure that goes up above Ground far away in underground expense of constructing, therefore the cost of this box foundation is very high.
The object of the present invention is to provide a kind of structure stress more reasonable, and the concrete foundation used of lower-cost high-rise building.
Purpose of the present invention can realize by following the 1st kind of concrete foundation that high-rise building is used, the concrete foundation that the 1st heavy high-rise building is used comprises a plurality of columns, be connected by the arch foundation parts between the bottom of each column and the bottom of adjacent upright posts, these arch foundation parts are the crooked concrete member outstanding towards the below, locate in the bottom of above-mentioned column in addition, above above-mentioned arch foundation parts, be formed with the base configuration base plate, this base configuration base plate is by many structure beam supports, and these many structure beams are connected between every root post and the adjacent upright posts.
According to above-mentioned the 1st kind of concrete foundation that high-rise building is used, whole basis is to bear upper load by column and the antiarch concrete member that is connected between the column, be that upper load passes through column, pass at column bottom place between the adjacent upright posts to following outstanding concrete member, make this concrete member mainly bear pressure like this, and do not bear shearing substantially, made full use of the high advantage of concrete crushing strength thus, and avoided the low weakness of concrete shear strength, compare with common mat foundation like this, can bear higher upper load, can satisfy the needs of the super high rise building that increases day by day, compare with box foundation in addition, needn't carry out large-area deep layer excavation of foundation pit and construction, the cost on basis is reduced significantly.
In above-mentioned the 1st kind of concrete foundation that high-rise building is used, preferably every structure beam is a prestressed steel reinforced concrete beam.
In above-mentioned the 1st kind of concrete foundation that high-rise building is used, best above-mentioned prestressed steel reinforced concrete beam is bonding or does not have the bonding prestress reinforced concrete beam.
In above-mentioned the 1st kind of concrete foundation that high-rise building is used, preferably this basis comprises many row's columns, be connected by the arch foundation parts between the column among corresponding column in every row's column and the adjacent row, also connect between the adjacent upright posts in every row's column by the arch foundation parts.
In above-mentioned the 1st kind of concrete foundation that high-rise building is used, arch reinforcing bar or prestressed concrete parts that best above-mentioned arch foundation parts are strip.
In above-mentioned the 1st kind of concrete foundation that high-rise building is used, the bottom of best above-mentioned column is supported on the following support unit, and this support unit is a supporting pier, is supported on the supporting pier in the stake, or foundation pile.
Purpose of the present invention can realize by following the 2nd kind of concrete foundation that high-rise building is used, the 2nd kind of concrete foundation that high-rise building is used comprises many row's columns, be connected by the arch foundation plate between the bottom of the bottom of every row's column and adjacent row's column, this arch foundation plate is formed by the crooked concrete shell outstanding towards the below, locate in the bottom of above-mentioned column in addition, above above-mentioned arch foundation plate, be formed with the base configuration base plate, this base configuration base plate is by many structure beam supports, and these many structure beams are connected between every root post and the adjacent upright posts.
According to above-mentioned the 2nd kind of concrete foundation that high-rise building is used, whole basis is to bear upper load by column and the antiarch housing that is connected between the column, be that upper load passes through column, pass at column bottom place between every row's column to following outstanding concrete shell, make this concrete shell mainly bear pressure like this, and do not bear shearing substantially, made full use of the high advantage of concrete crushing strength thus, and avoided the low weakness of concrete shear strength, compare with common mat foundation like this, can bear higher upper load, can satisfy the needs of the super high rise building that increases day by day, compare with box foundation in addition, needn't carry out large-area deep layer excavation of foundation pit and construction, the cost on basis is reduced significantly.
In above-mentioned the 2nd kind of concrete foundation that high-rise building is used, preferably every structure beam is a prestressed steel reinforced concrete beam.
In above-mentioned the 2nd kind of concrete foundation that high-rise building is used, best above-mentioned prestressed steel reinforced concrete beam is bonding or does not have the bonding prestress reinforced concrete beam.
In above-mentioned the 2nd kind of concrete foundation that high-rise building is used, the arch concrete member that best above-mentioned concrete shell is a strip.
Below by accompanying drawing embodiments of the invention are specifically described.
The phantom drawing of the 1st embodiment of the concrete foundation that Fig. 1 uses for high-rise building of the present invention;
The phantom drawing of the 2nd embodiment of the concrete foundation that Fig. 2 uses for high-rise building of the present invention;
The phantom drawing of the 3rd embodiment of the concrete foundation that Fig. 3 uses for high-rise building of the present invention.
As shown in Figure 1, the concrete foundation of using as the high-rise building of the 1st embodiment of the present invention comprises many placing of reinforcements or prestressed concrete column 1, adjacent upright posts 1 in every row's column, 1 bottom is by 5 one-tenth whole connections of steel concrete arched girder, corresponding column 1 in two adjacent in addition row's columns, 1 also by 5 one-tenth whole connections of steel concrete arched girder, above-mentioned arched girder 5 is outstanding towards the below, above the connecting portion of above-mentioned arched girder 5 and column 1, be formed with distributing bar concrete floor 2, this base plate 2 supports by constructivity horizontal beam 3, this structure beam 3 is bonding or does not have the bonding prestress reinforced concrete beam, this beam 3 not only plays supporting floor 2, but also has two arch springings in the arched girder 5 that pulling connects and do not make the effect of these two arch springings to outer displacement.
As Fig. 2, basic identical as concrete foundation and the 1st embodiment that the high-rise building of the 2nd embodiment of the present invention is used, the Therefore, omited is to the description of this same section, and the difference of the 2nd embodiment and the 1st embodiment is to be formed with a plurality of piers 4 in the 2nd embodiment, the bottom of above-mentioned column 1 is supported on this pier 4, this pier 4 can be supported on the foundation pile, and this 2nd embodiment can be used for bearing bigger upper load, such as the occasion that is used for high-rise building.
Shown in 3, the concrete foundation of using as the high-rise building of the 3rd embodiment of the present invention comprises many placing of reinforcements or prestressed concrete column 1, the bottom of every row's column is by the steel concrete arch ring of arc, it is 6 one-tenth whole connections of arch housing, that is to say that each column 1 in every row's column is positioned at the arch springing part of each arch ring 6, above the connecting portion of above-mentioned arch ring 6 and column 1, be formed with distributing bar concrete floor 2, this base plate 2 supports by constructivity horizontal beam 3, this structure beam 3 is bonding or does not have the bonding prestress reinforced concrete beam, this beam 3 not only plays supporting floor 2, but also has two arch springings in the arch circle 6 that pulling connects and do not make the effect of these two arch springings to outer displacement.
Claims (10)
1. concrete foundation that high-rise building is used, it comprises a plurality of columns, be connected by the arch foundation parts between the bottom of each column and the bottom of adjacent upright posts, these arch foundation parts are the crooked concrete member outstanding towards the below, locate in the bottom of above-mentioned column in addition, be formed with the base configuration base plate above above-mentioned arch foundation parts, this base configuration base plate is by many structure beam supports, and these many structure beams are connected between every root post and the adjacent upright posts.
2. concrete foundation according to claim 1 is characterized in that every structure beam is a prestressed steel reinforced concrete beam.
3. concrete foundation according to claim 1 is characterized in that above-mentioned prestressed steel reinforced concrete beam is bonding or does not have the bonding prestress reinforced concrete beam.
4. concrete foundation according to claim 1, it is characterized in that it comprises many row's columns, be connected by the arch foundation parts between the column among corresponding column in every row's column and the adjacent row, also connect between the adjacent upright posts in every row's column by the arch foundation parts.
5. concrete foundation according to claim 1 is characterized in that arch reinforcing bar or prestressed concrete parts that above-mentioned arch foundation parts are strip.
6. concrete foundation according to claim 1 is characterized in that the bottom of above-mentioned column is supported on the following support unit, and this support unit is a supporting pier, is supported on the supporting pier in the stake, or foundation pile.
7. concrete foundation that high-rise building is used, it comprises many row's columns, be connected by the arch foundation plate between the bottom of the bottom of every row's column and adjacent row's column, this arch foundation plate is formed by the crooked concrete shell outstanding towards the below, locate in the bottom of above-mentioned column in addition, be formed with the base configuration base plate above above-mentioned arch foundation plate, this base configuration base plate is by many structure beam supports, and these many structure beams are connected between every root post and the adjacent upright posts.
8. concrete foundation according to claim 7 is characterized in that every structure beam is a prestressed steel reinforced concrete beam.
9. concrete foundation according to claim 8 is characterized in that above-mentioned prestressed steel reinforced concrete beam is bonding or does not have the bonding prestress reinforced concrete beam.
10. concrete foundation according to claim 7 is characterized in that above-mentioned concrete shell is the arch reinforcing bar or the prestressed concrete parts of strip.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00103174 CN1128268C (en) | 2000-03-22 | 2000-03-22 | Concrete foundation of high building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00103174 CN1128268C (en) | 2000-03-22 | 2000-03-22 | Concrete foundation of high building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1376837A true CN1376837A (en) | 2002-10-30 |
| CN1128268C CN1128268C (en) | 2003-11-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00103174 Expired - Fee Related CN1128268C (en) | 2000-03-22 | 2000-03-22 | Concrete foundation of high building |
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| CN (1) | CN1128268C (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101615212B (en) * | 2009-07-28 | 2011-10-26 | 武汉理工大学 | Simplified design calculation method of piling-inner supporting system |
| CN106284396A (en) * | 2016-08-16 | 2017-01-04 | 重庆市晟庄建材有限责任公司 | A kind of shock-proof type reinforced concrete structure post |
| CN108130914A (en) * | 2018-01-12 | 2018-06-08 | 安徽理工大学 | A kind of structure and construction method for building settlement control |
-
2000
- 2000-03-22 CN CN 00103174 patent/CN1128268C/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101615212B (en) * | 2009-07-28 | 2011-10-26 | 武汉理工大学 | Simplified design calculation method of piling-inner supporting system |
| CN106284396A (en) * | 2016-08-16 | 2017-01-04 | 重庆市晟庄建材有限责任公司 | A kind of shock-proof type reinforced concrete structure post |
| CN108130914A (en) * | 2018-01-12 | 2018-06-08 | 安徽理工大学 | A kind of structure and construction method for building settlement control |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1128268C (en) | 2003-11-19 |
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