CN106948361A - A kind of independent hardened structure of cushion cap pocket and foundation structure of building - Google Patents
A kind of independent hardened structure of cushion cap pocket and foundation structure of building Download PDFInfo
- Publication number
- CN106948361A CN106948361A CN201710324689.7A CN201710324689A CN106948361A CN 106948361 A CN106948361 A CN 106948361A CN 201710324689 A CN201710324689 A CN 201710324689A CN 106948361 A CN106948361 A CN 106948361A
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- China
- Prior art keywords
- cushion cap
- bearing system
- support
- building
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
Abstract
The present invention proposes a kind of independent hardened structure of cushion cap pocket and foundation structure of building, and the independent hardened structure of cushion cap pocket includes some cushion caps, is arranged on using ground；Some pocket plates, are arranged between adjacent cushion cap；Some packed layers, are arranged between adjacent cushion cap, and are respectively placed in some pocket plate upper and lower parts；The foundation structure of building includes bearing system and some storage mechanisms, and some storage mechanisms are arranged on bearing system；Also include the independent hardened structure of cushion cap pocket, bearing system is arranged on cushion cap；It is reasonable that the independent hardened structure of cushion cap pocket and foundation structure of building proposed by the present invention build general layout, local subsidence can be realized when there is sinking situation, other positions are not interfered with, and due to simple in construction so that cement usage amount reduces 50 more than 80%, steel usage amount reduces more than 60%.It is bigger applied to large span, big load nuclear field conjunction advantage.
Description
Technical field
The present invention relates to building field, a kind of independent hardened structure of cushion cap pocket and foundation structure of building are particularly related to.
Background technology
Building is building or handling by progress basis during building, and then is supported part again
Deng build, by basis carry support section overall weight, therefore basis intensity directly affect the intensity of building, longevity
Life etc.；
Basis of the prior art, is divided into natural foundation and artificial basis, and natural foundation belongs to self-assembling formation due to it, though
Artificial processing can be passed through before right use, but over time, natural foundation can change, and then entirety can be caused
The generation of the problems such as deformation, influences overall security；Artificial basis by aggregate chips bed course, sand bedding course or combination ash earthen backfill again
Built after compacting by building stones and steel etc., but be due to the limitation of structure, artificial basis of the prior art is generally
Integrative-structure, during subsequent use, especially when earthquake is produced, because the deadweight of load bearing support part is very big, on ground
Along with the deformation of geology during shake, part is caused to sink, and artificial basis is structure as a whole, and so can then cause artificial
Basis fracture, the appearance for the problems such as seriously causing building collapsing has a strong impact on the security of building；
Certainly to improve the intensity on basis, the way of prior art be by increasing the usage amount of cement and steel, and then
Increase the intensity on basis, and so just cause the increase of cost, and after the completion of basis, such as the problems such as there is no earthquake
When, then it can cause the waste of resource.
The content of the invention
The present invention proposes a kind of independent hardened structure of cushion cap pocket and foundation structure of building, solves gene basis structure in the prior art
The security of unreasonable influence building is built, and because basis increase intensity needs to use substantial amounts of material, causes cost to increase
The problem of.
The technical proposal of the invention is realized in this way：
A kind of independent hardened structure of cushion cap pocket, including：
Some cushion caps, are arranged on using ground；
Some pocket plates, are arranged between adjacent cushion cap；
Some packed layers, are arranged between adjacent cushion cap, and are respectively placed in some pocket plate upper and lower parts.
As further technical scheme, cushion cap includes：
Support base, is arranged on using ground；
For the supporting table being connected with bearing system, it is arranged on support base.
As further technical scheme, support protrusion is provided with support base, supporting table is arranged in support protrusion.
As further technical scheme, pocket plate includes：
First connecting portion, is connected with side cushion cap；
Second connecting portion, is connected with opposite side cushion cap；
Variant part, is arranged between first connecting portion and second connecting portion.
Storing is formed as further technical scheme, between support protrusion and first connecting portion or second connecting portion empty
Between.
It is preferred that, packed layer is dirt packed layer.
It is preferred that, packed layer is the mixed packing of rubble and fine sand.
The invention allows for a kind of foundation structure of building, including：Bearing system and some storage mechanisms, some storage machines
Structure is arranged on bearing system；
Also include：The independent hardened structure of cushion cap pocket, bearing system is arranged on cushion cap.
As further technical scheme, bearing system includes：
Some support columns, are separately positioned on some cushion caps；
Some support units, are separately positioned on some support columns；
Some shearing units, are separately positioned between adjacent supports unit.
As further technical scheme, storage mechanism includes：
Some storage layers and some hoisting mechanisms, some hoisting mechanism one end are connected with bearing system, the other end and storage
Layer connection.
Technical solution of the present invention realizes the support to bearing system, and work as by the cooperation of cushion cap, pocket plate and packed layer
Because bearing system sinking occur in the reasons such as earthquake, then a certain cushion cap of pocket plate side individually sinks, without influenceing adjacent hold
Platform, improves overall support strength；
In addition, the independent hardened structure of cushion cap pocket in the present invention coordinates with bearing system and some storage mechanisms, when generation ground
During shake, a certain position of bearing system sinks, and along with a certain cushion cap in the part cushion cap with sinking, and storage mechanism
Also it can deform a certain amount of, the entirety of building is changed in deformable scope, and when certain part hair
During changing, other positions are not interfered with, the overall security of building is improved；
And only by the cooperation of cushion cap, pocket plate and packed layer in the present invention, each cushion cap is independent support, and sinking
Only certain part is sunk in journey, and other positions cushion cap is not influenceed, therefore only needs pocket plate to connect casing between cushion cap, so
The usage amount of cement and steel is reduced during structure, compared with prior art, cement usage amount reduce 50-80% with
On, steel usage amount reduces more than 60%.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
The accompanying drawing to be used needed for having technology description is briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is a kind of structural representation of the independent hardened structure of cushion cap pocket of the present invention；
Fig. 2 be top view 1 after, the structural representation of the independent hardened structure of cushion cap pocket.
In figure：
1st, cushion cap；11st, support base；12nd, supporting table；13rd, support protrusion；2nd, pocket plate；21st, first connecting portion；22nd, second connects
Socket part；23rd, variant part；3rd, packed layer.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
As depicted in figs. 1 and 2, a kind of independent hardened structure of cushion cap pocket proposed by the present invention, including：
Some cushion caps 1, which are arranged on, uses ground, sets preceding in cushion cap 1 in the present invention, it is necessary to carry out smooth processing to ground, with
Ensure after cushion cap 1 is set, some cushion caps 1 can be made to be arranged in same level；In addition, as needed adjacent cushion cap 1 it
Between distance could be arranged to identical, certainly if any the building of special construction, the distance between cushion cap 1 could be arranged to not
Together, specifically determined according to actual conditions, the present invention is not limited further；Wherein,
Cushion cap 1 includes support base 11 and supporting table 12, and the support base 11 is arranged on using ground；The supporting table 12 is arranged on branch
Support on seat 11；Support base 11 and supporting table 12 are formed in one structure in the present invention, and the cross section of support base 11 is more than support
The cross section of platform 12, so that support base 11 and the contact area on ground are bigger, more so when carrying out entirety by support base 11
Overall stability can be improved；Supporting table 12 is placed on support base 11, and carries out the support of bearing system；
In addition, in the present invention, support protrusion 13 is provided with support base 11, supporting table 12 is arranged in support protrusion 13,
The power that bearing system applies to supporting table 12 is buffered by support protrusion 13, and passes through the branch of the increase supporting table 12 of support protrusion 13
Support force, in the present invention, side and the horizontal plane shape of support protrusion 13 form an angle, can so by the setting of angle
The preferably support degree of increase support protrusion 13, and then increase the support degree of supporting table 12；
Some pocket plates 2 are arranged between adjacent cushion cap 1；Adjacent cushion cap 1 is connected by supporting table 12, and then ensures overall
The uniformity of structure；Wherein,
Pocket plate 2 includes first connecting portion 21, second connecting portion 22 and variant part 23, the first connecting portion 21 and side cushion cap
1 connection；The second connecting portion 22 is connected with opposite side cushion cap 1；The variant part 23 is arranged on first connecting portion 21 and is connected with second
Between portion 22；Certainly some cushion caps 1 are provided with the present invention, therefore pocket plate 2 is arranged between cushion cap 1, the mode of setting
It is identical, therefore detailed description one by one is not carried out to this in the present invention；
Some packed layers 3 are arranged between adjacent cushion cap 1, and are respectively placed in some upper and lower parts of pocket plate 2；Such as Fig. 1 institutes
Show, packed layer 3 is provided with the upper and lower part of pocket plate 2, when packed layer 3 is arranged on pocket 2 bottom of plate, packed layer 3 is placed in
The lower section of pocket plate 2 is placed between adjacent cushion cap 1, and when being placed in pocket 2 top of plate, preferred support protrusion 13 and the in the present invention
Storing space is formed between one connecting portion 21 or second connecting portion 22；Packed layer 3 is then placed in the storing space, so by putting
Packed layer 3 in the lower section of pocket plate 2 can carry out the support of pocket plate 2, it is to avoid it deforms excessive make when following cushion cap 1 to sink and deform
Into damage, overall stability is on the other hand improved to the space filling between adjacent cushion cap 1 and pocket plate 2 by packed layer 3；Together
By packed layer 3, the weight of itself is pressed on pocket plate 2 and cushion cap 1 packed layer 3 that sample is placed in storing space, and then improves pocket plate
2 be connected with cushion cap 1 after intensity；In the present invention, packed layer 3 can be dirt packed layer 3, pass through the filled stone into storing space
Grey packed layer 3, plays a part of supporting and strengthening bulk strength, naturally it is also possible to between cushion cap 1 and pocket plate 2 and storing space
The mixed packing of middle filling rubble and fine sand, equally plays a part of supporting and strengthening bulk strength；
Sink when occurring earthquake or bearing system, now bearing system can be because of own wt and the object carried
Weight is sunk, and then make it that cushion cap 1 produces sinking in the presence of bearing system, when cushion cap 1 is in the effect of bearing system
Sink, connected one end of pocket plate 2 can be driven to be sunk, in addition to the cushion cap 1 for being arranged on corner and four side positions, other
The cushion cap 1 of position drives four one end of pocket plate 2 adjacent thereto to act, and then drives the variant part 23 of pocket plate 2 to deform respectively；
And when being arranged on the sinking of cushion cap 1 that corner or four sides go out, pocket plate 2 drives two or three connected pocket plates 2 one respectively
End is sunk, and then avoids overall structure from sinking, and so compared with prior art, cushion cap 1 is separately provided, and can gone out
Individually sunk in the case of now sinking, and pass through the deformation of pocket plate 2, it is to avoid other cushion caps 1 are affected, and then avoid existing
The problem of overall deformation in technology causes basis to damage occurs, and improves the use intensity and service life of building；
The invention allows for a kind of foundation structure of building, including：Bearing system and some storage mechanisms, some storage machines
Structure is arranged on bearing system；Also include：The independent hardened structure of cushion cap pocket, bearing system is arranged on cushion cap 1；Wherein,
Bearing system includes some support columns, some support units and some shearing units, and some support columns are arranged on
On some cushion caps 1；Some support units are separately positioned on some support columns；Some shearing units are separately positioned on adjacent
Between support unit；
Storage mechanism includes some storages layer and some hoisting mechanisms, and some hoisting mechanism one end connect with bearing system
Connect, the other end is connected with storage layer；
When an earthquake occurs, especially when cross force occurs to produce for earthquake, now support post and some support units
The cross force that earthquake is produced is obtained, now some support units can will obtain cross force and be delivered to some shearing units, and pass through
Some shearing units undertake the cross force of earthquake generation respectively, some support post, some support units and some
Shear unit cooperation, cross force sequentially pass through support post and support unit by obtained cross force respectively be delivered to shearing
Unit, and then reduce cross force to integrally causing to damage by shearing unit matching support unit and column；
And storage layer is arranged on support unit by some hoisting mechanisms, it can also set according to the actual needs certainly
Shearing unit or support unit on, specifically according to actual conditions depending on；And storage layer can be set as needed in the present invention
The number of plies is put, specifically with interval setting support unit and unit can be sheared, and respectively by different support unit and shearing
Hoisting mechanism is connected on unit, and then hanging for storage layer is carried out by hoisting mechanism and is taken, one layer of support unit can also be only set
With shearing unit, hoisting mechanism is connected by the layer, and is hung respectively by hoisting mechanism and to take multilayer storage layer, it is specific according to building
Depending on the setting of the height and floor built, the present invention is not being limited further, and is hung by hoisting mechanism and taken storage layer, storage layer
Can be connectionless with bearing system, only ensure the balance of storage layer, so when bearing system is acted, storage by hoisting mechanism
Layer can be in a certain amount of interior action, it is to avoid cause the hardness damage of storage layer；
According to the setting of above-mentioned bearing system and storage mechanism, when support post because the reasons such as deadweight or earthquake produce sinking
When, the cushion cap 1 at sinking position can follow sinking in the presence of bearing system, certainly when there is many places bearing system sinking,
It is identical with the change that the sinking of certain is produced；The present invention is by taking the sinking of a certain bearing system as an example, and bearing system sinks, and drives
Cushion cap 1 sinks together, and cushion cap 1 drives the first connecting portion 21 or the second of connected multiple pocket plates 2 while sinking
Connecting portion 22 is acted, and then drives variant part 23 to be deformed by the action of first connecting portion 21 or second connecting portion 22, by
In the deformation of variant part 23, power transmission is terminated, although therefore the cushion cap 1 at this change, do not influence adjacent thereto
Cushion cap 1 changes, and then avoids and influence entirety because changing the cushion cap 1 of certain or many places, causes building damage etc.
The appearance of problem；
And only by the cooperation of cushion cap 1, pocket plate 2 and packed layer 3 in the present invention, each cushion cap 1 is independent support, so exist
The usage amount of cement and steel is reduced during structure, compared with prior art, cement usage amount reduce 50-80% with
On, steel usage amount reduces more than 60%.
These are only presently preferred embodiments of the present invention, be not intended to limit the invention, it is all the present invention spirit and
Within principle, any modifications, equivalent substitutions and improvements made etc. should be included within the scope of the present invention.
Claims (10)
1. a kind of independent hardened structure of cushion cap pocket, it is characterised in that including：
Some cushion caps (1), are arranged on using ground；
Some pocket plates (2), are arranged between the adjacent cushion cap (1)；
Some packed layers (3), are arranged between the adjacent cushion cap (1), and are respectively placed in some pocket plate (2) tops with
Portion.
2. the independent hardened structure of cushion cap pocket as claimed in claim 1, it is characterised in that the cushion cap (1) includes：
Support base (11), is arranged on using ground；
For the supporting table (12) being connected with bearing system, it is arranged on the support base (11).
3. the independent hardened structure of cushion cap pocket as claimed in claim 2, it is characterised in that be provided with support on the support base (11)
Raised (13), the supporting table (12) is arranged in the support protrusion (13).
4. the independent hardened structure of cushion cap pocket as claimed in claim 3, it is characterised in that the pocket plate (2) includes：
First connecting portion (21), is connected with cushion cap described in side (1)；
Second connecting portion (22), is connected with cushion cap described in opposite side (1)；
Variant part (23), is arranged between the first connecting portion (21) and the second connecting portion (22).
5. the independent hardened structure of cushion cap pocket as claimed in claim 4, it is characterised in that the support protrusion (13) and described first
Storing space is formed between connecting portion (21) or the second connecting portion (22).
6. the independent hardened structure of cushion cap pocket as claimed in claim 1, it is characterised in that the packed layer (3) is dirt packed layer
(3)。
7. the independent hardened structure of cushion cap pocket as claimed in claim 1, it is characterised in that the packed layer (3) is rubble and fine sand
Mixed packing.
8. a kind of foundation structure of building, it is characterised in that including：Bearing system and some storage mechanisms, some storage machines
Structure is arranged on the bearing system；
Also include：The independent hardened structure of cushion cap pocket as described in claim any one of 1-7, the bearing system is arranged on described hold
On platform (1).
9. foundation structure of building as claimed in claim 8, it is characterised in that the bearing system includes：
Some support columns, are separately positioned on some cushion caps (1)；
Some support units, are separately positioned on some support columns；
Some shearing units, are separately positioned between the adjacent support unit.
10. foundation structure of building as claimed in claim 8, it is characterised in that the storage mechanism includes：
Some storages layer and some hoisting mechanisms, some described hoisting mechanism one end are connected with the bearing system, the other end and
The storage layer connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710324689.7A CN106948361B (en) | 2017-05-10 | 2017-05-10 | Independent bearing platform pocket plate structure and building foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710324689.7A CN106948361B (en) | 2017-05-10 | 2017-05-10 | Independent bearing platform pocket plate structure and building foundation structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106948361A true CN106948361A (en) | 2017-07-14 |
| CN106948361B CN106948361B (en) | 2020-01-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710324689.7A Active CN106948361B (en) | 2017-05-10 | 2017-05-10 | Independent bearing platform pocket plate structure and building foundation structure |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0860676A (en) * | 1994-08-20 | 1996-03-05 | Daiwa House Ind Co Ltd | Steel framed footing beam construction structure |
| CN203129162U (en) * | 2013-03-28 | 2013-08-14 | 中铁第五勘察设计院集团有限公司 | Split powder storing tank foundation |
| CN203658159U (en) * | 2013-12-11 | 2014-06-18 | 神华集团有限责任公司 | Basic raft testing device |
| CN105951983A (en) * | 2016-06-01 | 2016-09-21 | 四川省第四建筑工程公司 | Building frame structure and construction method thereof |
| CN205934948U (en) * | 2016-08-07 | 2017-02-08 | 上海霍普建筑设计事务所股份有限公司 | Raft foundation structure |
-
2017
- 2017-05-10 CN CN201710324689.7A patent/CN106948361B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0860676A (en) * | 1994-08-20 | 1996-03-05 | Daiwa House Ind Co Ltd | Steel framed footing beam construction structure |
| CN203129162U (en) * | 2013-03-28 | 2013-08-14 | 中铁第五勘察设计院集团有限公司 | Split powder storing tank foundation |
| CN203658159U (en) * | 2013-12-11 | 2014-06-18 | 神华集团有限责任公司 | Basic raft testing device |
| CN105951983A (en) * | 2016-06-01 | 2016-09-21 | 四川省第四建筑工程公司 | Building frame structure and construction method thereof |
| CN205934948U (en) * | 2016-08-07 | 2017-02-08 | 上海霍普建筑设计事务所股份有限公司 | Raft foundation structure |
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| Publication number | Publication date |
|---|---|
| CN106948361B (en) | 2020-01-21 |
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