CN106836288A - A kind of high-bearing capacity and distortion-free tall building foundation - Google Patents
A kind of high-bearing capacity and distortion-free tall building foundation Download PDFInfo
- Publication number
- CN106836288A CN106836288A CN201710116904.4A CN201710116904A CN106836288A CN 106836288 A CN106836288 A CN 106836288A CN 201710116904 A CN201710116904 A CN 201710116904A CN 106836288 A CN106836288 A CN 106836288A
- Authority
- CN
- China
- Prior art keywords
- supporter
- bearing capacity
- distortion
- side framework
- tall building
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
- E02D29/05—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench
- E02D29/055—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench further excavation of the cross-section proceeding underneath an already installed part of the structure, e.g. the roof of a tunnel
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0079—Granulates
Abstract
The present invention provides a kind of high-bearing capacity and distortion-free tall building foundation, including foundation ditch, side framework, supporter and cover plate, and described side framework is arranged on bottom of foundation ditch；Described supporter is arranged between the framework of side；Described cover plate is covered in the upper surface of supporter and side framework.Side framework of the present invention and supporter are equipped with, it is conducive to provide more stable anti-translation, bending effect, by the setting of pile and stake companion, further be conducive to improving the bearing capacity and anti-deformation ability of the tall building foundation, there is certain shock resistance simultaneously, the setting of bed course, is conducive to provide the basis of stabilization, reduces subsiding extent.
Description
Technical field
The invention belongs to skyscraper technical field, more particularly to a kind of high-bearing capacity and distortion-free skyscraper ground
Base.
Background technology
At present, with the development of urbanization, the skyscraper in city is more and more, and the quality of skyscraper is largely
The upper design depending on ground.Skyscraper requirement ground has the function of good load-bearing, antidetonation and anti-settling.
But existing tall building foundation also has that bearing capacity is poor, be hit yielding problem.
Therefore, invent a kind of high-bearing capacity and distortion-free tall building foundation seems very necessary.
The content of the invention
In order to solve the above-mentioned technical problem, the present invention provides a kind of high-bearing capacity and distortion-free tall building foundation, with
Solve existing tall building foundation bearing capacity poor, be hit yielding problem.A kind of high-bearing capacity and distortion-free high level
Building lot, including foundation ditch, side framework, supporter and cover plate, described side framework are arranged on bottom of foundation ditch；Described supporter
It is arranged between the framework of side；Described cover plate is covered in the upper surface of supporter and side framework.
Preferably, described side framework uses two, and described side framework is separately positioned on the both sides of foundation ditch.
Preferably, described side is framed in relative one side for stepped, described side framework uses armored concrete structure
Frame, is conducive to effectively supporting supporter.
Preferably, described supporter fixes the gap location between the framework of side, the exterior contour of described supporter with
The exterior contour of side framework is adapted, and described supporter is poured for armored concrete, is conducive to the tightness of connection.
Preferably, described supporter is additionally provided with base plate, top board, pile and contact crossbeam, described base plate and top board
The lower surface and top surface of supporter are separately positioned on, described pile and contact crossbeam is arranged on inside supporter.
Preferably, described base plate and top board use steel plate, be conducive to improve structural strength, reduce abrasion, bearing capacity and
Stability is stronger.
Preferably, described pile is vertically arranged, described pile through supporter and upper and lower both sides respectively with cover plate
With the connection of side framework, be conducive to preferably connecting supporter and side framework using pile.
Preferably, described contact crossbeam is horizontally disposed with, described contact beam erection in the bending place of side framework, favorably
In more preferable support force is provided, weight capacity is improved.
Preferably, described lid surface is additionally provided with antiseepage film, is conducive to completely cutting off precipitation, it is to avoid flowing water impact erosion
The tall building foundation.
Preferably, described pile is additionally provided with a companion with the junction of top board, is conducive to provide more preferably shock resistance.
Preferably, the junction of described supporter and foundation ditch is additionally provided with bed course, and described bed course uses natural soft-clay,
One kind or combination of coarse sand or slag, are conducive to being lifted the stability of bottom of foundation ditch soil property.
Preferably, the granule content of described natural soft-clay and coarse sand when selecting less than 0.074mm should be less than 5%.
Preferably, granule content of the described slag when selecting less than 2mm should be less than 20%.
Compared with prior art, the present invention has the advantages that：Due to a kind of high-bearing capacity of the invention and preapring for an unfavorable turn of events
The tall building foundation of shape is widely used in skyscraper technical field.Meanwhile, beneficial effects of the present invention are：
1. in the present invention, it is stepped that described side is framed in relative one side, and described side framework uses reinforced concrete
Native framework, is conducive to effectively supporting supporter.
2. in the present invention, described supporter fixes the gap location between the framework of side, the outer wheels of described supporter
Exterior feature is adapted with the exterior contour of side framework, and described supporter is poured for armored concrete, is conducive to the tightness for connecting.
3. in the present invention, described base plate and top board uses steel plate, is conducive to improving structural strength, reduces abrasion, carries
Power and stability are stronger.
4. in the present invention, described pile is vertically arranged, described pile through supporter and upper and lower both sides respectively with
Cover plate and side framework are connected, and are conducive to preferably connecting supporter and side framework using pile.
5. in the present invention, described contact crossbeam is horizontally disposed with, described contact beam erection in the bending place of side framework,
More preferable support force is conducive to provide, weight capacity is improved.
6. in the present invention, described lid surface is additionally provided with antiseepage film, is conducive to completely cutting off precipitation, it is to avoid flowing water impacts
Corrode the tall building foundation.
7. in the present invention, described pile is additionally provided with a companion with the junction of top board, is conducive to provide and more preferably resists
Pinking.
8. in the present invention, described supporter and the junction of foundation ditch are additionally provided with bed course, and described bed course is using natural
One kind of gravel, coarse sand or slag or combination, are conducive to being lifted the stability of bottom of foundation ditch soil property.
9. in the present invention, the granule content of described natural soft-clay and coarse sand when selecting less than 0.074mm should be less than
5%, performance is more stable.
10. in the present invention, it is more stable that the granule content of described slag when selecting less than 2mm should be less than 20% performance.
Brief description of the drawings
Fig. 1 is structural representation of the invention.
Fig. 2 is supporting body structure schematic diagram of the invention.
Fig. 3 is pile structural representation of the invention.
In figure：
1- foundation ditches, 2- sides framework, 3- supporters, 31- base plates, 32- top boards, 33- piles, 331- companion, 34- contacts are horizontal
Beam, 4- cover plates, 5- bed courses, 6- antiseepage films.
Specific embodiment
The present invention is described further below in conjunction with accompanying drawing：
Embodiment：
As shown in accompanying drawing 1 to accompanying drawing 3
The present invention provides a kind of high-bearing capacity and distortion-free tall building foundation, including foundation ditch 1, side framework 2, supporter
3 and cover plate 4, described side framework 2 is arranged on the bottom of foundation ditch 1；Described supporter 3 is arranged between side framework 2；Described lid
Plate 4 is covered in the upper surface of supporter 3 and side framework 2.
In above-described embodiment, specifically, described side framework 2 uses two, described side framework 2 is separately positioned on foundation ditch
1 both sides.
In above-described embodiment, specifically, described side framework 2 is stepped in relative one side, described side framework 2 is adopted
With reinforced concrete frame, be conducive to effectively supporting supporter 3.
In above-described embodiment, specifically, described supporter 3 fixes the gap location between side framework 2, described support
The exterior contour of body 3 is adapted with the exterior contour of side framework 2, and described supporter 3 is poured for armored concrete, is conducive to connecting
The tightness for connecing.
In above-described embodiment, specifically, described supporter 3 is additionally provided with base plate 31, top board 32, pile 33 and contact are horizontal
Beam 34, described base plate 31 and top board 32 is separately positioned on the lower surface and top surface of supporter 3, the described He of pile 33
Contact crossbeam 34 is arranged on inside supporter 3.
In above-described embodiment, specifically, described base plate 31 and top board 32 use steel plate, be conducive to improving structural strength,
Abrasion is reduced, bearing capacity and stability are stronger.
In above-described embodiment, specifically, described pile 33 is vertically arranged, described pile 33 through supporter 3 and
Upper and lower both sides are connected with cover plate 4 and side framework 2 respectively, are conducive to preferably connecting supporter 3 and side framework 2 using pile 33.
In above-described embodiment, specifically, described contact crossbeam 34 is horizontally disposed with, described contact crossbeam 34 is erected at side
The bending place of framework 2, is conducive to provide more preferable support force, improves weight capacity.
In above-described embodiment, specifically, the described surface of cover plate 4 is additionally provided with antiseepage film 6, be conducive to completely cutting off precipitation,
Avoid the flowing water impact erosion tall building foundation.
In above-described embodiment, specifically, described pile 33 is additionally provided with a companion 331 with the junction of top board 32, have
Beneficial to offer more preferably shock resistance.
In above-described embodiment, specifically, the junction of described supporter 3 and foundation ditch 1 is additionally provided with bed course 5, it is described
Bed course 5 uses natural soft-clay, and one kind or combination of coarse sand or slag are conducive to being lifted the stability of the bottom soil property of foundation ditch 1.
In above-described embodiment, specifically, the granule content of described natural soft-clay and coarse sand when selecting less than 0.074mm
Should be less than 5%.
In above-described embodiment, specifically, granule content of the described slag when selecting less than 2mm should be less than 20%.
Using technical solutions according to the invention, or those skilled in the art is under the inspiration of technical solution of the present invention,
Similar technical scheme is designed, and reaches above-mentioned technique effect, be to fall into protection scope of the present invention.
Claims (10)
1. a kind of high-bearing capacity and distortion-free tall building foundation, it is characterised in that the high-bearing capacity and distortion-free high level
Building lot includes foundation ditch (1), side framework (2), supporter (3) and cover plate (4), and described side framework (2) is installed in foundation ditch (1)
Bottom；Described supporter (3) is arranged between side framework (2)；Described cover plate (4) is covered in supporter (3) and side framework
(2) upper surface.
2. high-bearing capacity as claimed in claim 1 and distortion-free tall building foundation, it is characterised in that described side framework
(2) two are used, described side framework (2) is separately positioned on the both sides of foundation ditch (1).
3. high-bearing capacity as claimed in claim 2 and distortion-free tall building foundation, it is characterised in that described side framework
(2) it is stepped in relative one side, described side framework (2) uses reinforced concrete frame.
4. high-bearing capacity as claimed in claim 1 and distortion-free tall building foundation, it is characterised in that described supporter
(3) gap location between side framework (2) is fixed, the exterior contour of described supporter (3) and the exterior contour of side framework (2)
It is adapted, described supporter (3) is poured for armored concrete.
5. high-bearing capacity as claimed in claim 4 and distortion-free tall building foundation, it is characterised in that described supporter
(3) base plate (31), top board (32), pile (33) and contact crossbeam (34), described base plate (31) and top board (32) are additionally provided with
The lower surface and top surface of supporter (3) are separately positioned on, described pile (33) and contact crossbeam (34) is arranged on branch
Support body (3) is internal.
6. high-bearing capacity as claimed in claim 5 and distortion-free tall building foundation, it is characterised in that described base plate
And top board (32) uses steel plate (31).
7. high-bearing capacity as claimed in claim 5 and distortion-free tall building foundation, it is characterised in that described pile
(33) it is vertically arranged, described pile (33) through supporter (3) and upper and lower both sides respectively with cover plate (4) and side framework (2)
Connection.
8. high-bearing capacity as claimed in claim 5 and distortion-free tall building foundation, it is characterised in that described contact is horizontal
Beam (34) is horizontally disposed with, and described contact crossbeam (34) is erected at the bending place of side framework (2).
9. high-bearing capacity as claimed in claim 1 and distortion-free tall building foundation, it is characterised in that described cover plate
(4) surface is additionally provided with antiseepage film (6).
10. high-bearing capacity as claimed in claim 5 and distortion-free tall building foundation, it is characterised in that described pile
(33) junction with top board (32) is additionally provided with a companion (331).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710116904.4A CN106836288A (en) | 2017-03-01 | 2017-03-01 | A kind of high-bearing capacity and distortion-free tall building foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710116904.4A CN106836288A (en) | 2017-03-01 | 2017-03-01 | A kind of high-bearing capacity and distortion-free tall building foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106836288A true CN106836288A (en) | 2017-06-13 |
Family
ID=59138311
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710116904.4A Pending CN106836288A (en) | 2017-03-01 | 2017-03-01 | A kind of high-bearing capacity and distortion-free tall building foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106836288A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571064A (en) * | 2017-09-18 | 2018-09-25 | 淄博职业学院 | A kind of assembled architecture and application method with earthquake-proof foundation |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203569579U (en) * | 2013-10-14 | 2014-04-30 | 许建财 | Building foundation |
| CN203795448U (en) * | 2013-12-19 | 2014-08-27 | 肖新颖 | Building foundation |
| CN204326091U (en) * | 2014-12-17 | 2015-05-13 | 浙江广厦建设职业技术学院 | Building lot |
| CN205100233U (en) * | 2015-10-26 | 2016-03-23 | 上海正轶建筑设计有限公司 | Shock attenuation ground |
-
2017
- 2017-03-01 CN CN201710116904.4A patent/CN106836288A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203569579U (en) * | 2013-10-14 | 2014-04-30 | 许建财 | Building foundation |
| CN203795448U (en) * | 2013-12-19 | 2014-08-27 | 肖新颖 | Building foundation |
| CN204326091U (en) * | 2014-12-17 | 2015-05-13 | 浙江广厦建设职业技术学院 | Building lot |
| CN205100233U (en) * | 2015-10-26 | 2016-03-23 | 上海正轶建筑设计有限公司 | Shock attenuation ground |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571064A (en) * | 2017-09-18 | 2018-09-25 | 淄博职业学院 | A kind of assembled architecture and application method with earthquake-proof foundation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203569579U (en) | Building foundation | |
| CN205012280U (en) | Take pi type pile foundation open breakwater of circular arc board | |
| CN106836288A (en) | A kind of high-bearing capacity and distortion-free tall building foundation | |
| CN205152883U (en) | Assembly frame -type pier structure | |
| CN209211508U (en) | A kind of earthquake-resistant structure ground | |
| CN205921551U (en) | Photovoltaic cell module's installing support | |
| CN110492832A (en) | A kind of photovoltaic power generation structure applied to breakwater | |
| CN213948717U (en) | Floating offshore wind power operation platform | |
| CN205152971U (en) | Composite pile foundation pile is offended and disobey with rude remarks and is shaken damping adjustment device | |
| CN109423982A (en) | From the interim breakwater structure of steady floating type | |
| CN206090600U (en) | Reinforcing apparatus is prevented subsiding by bridge ground | |
| CN202689029U (en) | Anchor rod foundation of photovoltaic module support | |
| CN209179783U (en) | Loess tunnel inverted arch constructing structure based on mobile trestle | |
| CN203334347U (en) | Box culvert type outfall structure | |
| CN208395771U (en) | A kind of water conservancy and hydropower energy conservation and environmental protection dam | |
| CN201671103U (en) | Integral construction forming platform of underwater pier cap drilled pile | |
| CN207314181U (en) | A kind of sound barrier applied to existing railway line | |
| CN206693144U (en) | A kind of storage station's intake-outlet waterfront safeguard structure | |
| CN208023515U (en) | A kind of concrete face rockfill dam | |
| CN206128101U (en) | Compound back cover structure of shaped steel concrete | |
| CN110080162A (en) | A kind of novel removable curtain wall type breakwater | |
| CN105603932A (en) | Rushing-proof water conservancy dam | |
| CN206581221U (en) | A kind of reservoir dam surface concrete protective layer | |
| CN205223978U (en) | Stone masonry gravity dam | |
| CN212896166U (en) | Protective dam for hydraulic engineering |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170613 |