CN106948361B - Independent bearing platform pocket plate structure and building foundation structure - Google Patents
Independent bearing platform pocket plate structure and building foundation structure Download PDFInfo
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- CN106948361B CN106948361B CN201710324689.7A CN201710324689A CN106948361B CN 106948361 B CN106948361 B CN 106948361B CN 201710324689 A CN201710324689 A CN 201710324689A CN 106948361 B CN106948361 B CN 106948361B
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- bearing
- supporting
- platform
- bearing platform
- pocket plate
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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 invention provides an independent bearing platform pocket plate structure and a building foundation structure, wherein the independent bearing platform pocket plate structure comprises a plurality of bearing platforms which are arranged on a use place; the plurality of pocket plates are arranged between the adjacent bearing platforms; the filling layers are arranged between the adjacent bearing platforms and are respectively arranged at the upper parts and the lower parts of the pocket plates; the building foundation structure comprises a bearing system and a plurality of containing mechanisms, wherein the containing mechanisms are arranged on the bearing system; the bearing system is arranged on the bearing platform; the independent bearing platform pocket plate structure and the building foundation structure provided by the invention have reasonable construction patterns, can realize local sinking when sinking, cannot influence other parts, and reduce the use amount of cement by more than 50-80% and steel by more than 60% due to simple structure. The method has greater advantages when being applied to large span and large load core occasions.
Description
Technical Field
The invention relates to the field of buildings, in particular to an independent bearing platform pocket plate structure and a building foundation structure.
Background
In the building process, the foundation is built or processed, then the supporting part and the like are built, and the whole weight of the supporting part is borne by the foundation, so that the strength of the foundation directly influences the strength, the service life and the like of the building;
the foundations in the prior art are divided into a natural foundation and an artificial foundation, wherein the natural foundation is formed naturally, and although the natural foundation is processed manually before use, the natural foundation changes along with the lapse of time, so that the problems of overall deformation and the like are caused, and the overall safety is influenced; the artificial foundation is constructed by stone chips, sand cushions or mixed lime-soil after being backfilled and tamped, but due to the structural limitation, the artificial foundation in the prior art is generally of an integral structure, and in the subsequent use process, especially when an earthquake occurs, part of the artificial foundation sinks along with the deformation of geology due to the large dead weight of a bearing support part in the earthquake process, and the artificial foundation is of an integral structure, so that the artificial foundation is broken, the problems of collapse and the like of a building are seriously caused, and the safety of the building is seriously influenced;
of course, in order to improve the strength of the foundation, the prior art increases the strength of the foundation by increasing the usage amount of cement and steel, which increases the cost, and wastes resources when the foundation is completed, such as when no earthquake occurs.
Disclosure of Invention
The invention provides an independent bearing platform pocket plate structure and a building foundation structure, and solves the problems that in the prior art, the safety of a building is influenced due to unreasonable foundation construction, and the cost is increased due to the fact that a large amount of materials are needed for increasing the strength of a foundation.
The technical scheme of the invention is realized as follows:
an independent bearing platform pocket plate structure, comprising:
the bearing platforms are arranged on the use site;
the plurality of pocket plates are arranged between the adjacent bearing platforms;
and the filling layers are arranged between the adjacent bearing platforms and are respectively arranged at the upper parts and the lower parts of the pocket plates.
As a further technical solution, the cap comprises:
the supporting seat is arranged at the use place;
a supporting bench for being connected with the bearing system is arranged on the supporting seat.
As a further technical scheme, a supporting bulge is arranged on the supporting seat, and the supporting platform is arranged on the supporting bulge.
As a further technical solution, the pocket plate comprises:
the first connecting part is connected with the bearing platform on one side;
the second connecting part is connected with the other side bearing platform;
and a deformation part disposed between the first connection part and the second connection part.
As a further technical scheme, a material storage space is formed between the supporting protrusion and the first connecting portion or the second connecting portion.
Preferably, the filling layer is a lime soil filling layer.
Preferably, the filling layer is a mixed filling of crushed stone and fine sand.
The invention also proposes a building foundation structure comprising: the device comprises a bearing system and a plurality of object containing mechanisms, wherein the object containing mechanisms are arranged on the bearing system;
further comprising: independent cushion cap pocket plate structure, the bearing system sets up on the cushion cap.
As a further technical solution, the load bearing system comprises:
the supporting columns are respectively arranged on the bearing platforms;
the supporting units are respectively arranged on the supporting columns;
and the plurality of shear units are respectively arranged between the adjacent supporting units.
As a further technical scheme, the containing mechanism comprises:
the hoisting mechanism comprises a plurality of container layers and a plurality of hoisting mechanisms, wherein one end of each hoisting mechanism is connected with the bearing system, and the other end of each hoisting mechanism is connected with the container layer.
According to the technical scheme, the bearing platform, the pocket plate and the filling layer are matched to support the bearing system, and when the bearing system sinks due to earthquakes and the like, a certain bearing platform on one side of the pocket plate sinks independently without influencing adjacent bearing platforms, so that the integral supporting strength is improved;
in addition, the independent bearing platform pocket plate structure is matched with the bearing system and the plurality of containing mechanisms, when an earthquake occurs, a certain part of the bearing system sinks, and along with the sinking of a certain bearing platform in the part of the bearing platform, the containing mechanisms can also deform a certain amount, so that the whole building can change in a deformable range, and when the certain part changes, other parts cannot be influenced, and the safety of the whole building is improved;
in the invention, each bearing platform is independently supported only through the matching of the bearing platform, the pocket plate and the filling layer, and only a certain part of the bearing platforms sink in the sinking process without influencing the bearing platforms at other positions, so that the bearing platforms only need the pocket plate to be connected with the casing, the use amount of cement and steel is reduced in the construction process, compared with the prior art, the use amount of cement is reduced by more than 50-80%, and the use amount of steel is reduced by more than 60%.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic structural view of a pocket plate structure of an independent bearing platform according to the present invention;
fig. 2 is a schematic structural view of the pocket plate structure of the independent bearing platform after the top view 1.
In the figure:
1. a bearing platform; 11. a supporting seat; 12. a support table; 13. a support boss; 2. a pocket plate; 21. a first connection portion; 22. a second connecting portion; 23. a deformation section; 3. and (5) filling the layer.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in fig. 1 and 2, the present invention provides an independent bellyband structure, which comprises:
the bearing platforms 1 are arranged at the using site, and the ground needs to be leveled before the bearing platforms 1 are arranged in the invention, so that the bearing platforms 1 can be arranged on the same horizontal plane after the bearing platforms 1 are arranged; in addition, the distance between the adjacent bearing platforms 1 can be set to be the same according to the needs, and certainly, if a building with a special structure exists, the distance between the bearing platforms 1 can be set to be different, and the distance is determined according to the actual situation, so that the distance is not further limited; wherein the content of the first and second substances,
the bearing platform 1 comprises a supporting seat 11 and a supporting platform 12, wherein the supporting seat 11 is arranged at a using place; the support base 12 is arranged on the support base 11; in the invention, the supporting seat 11 and the supporting platform 12 are of an integrally formed structure, and the cross section of the supporting seat 11 is larger than that of the supporting platform 12, so that the contact area between the supporting seat 11 and the ground is larger when the supporting seat 11 is integrated, and the integral stability can be improved; the support table 12 is arranged on the support base 11 and supports the bearing system;
in addition, in the invention, the supporting base 11 is provided with the supporting bulge 13, the supporting table 12 is arranged on the supporting bulge 13, the force applied to the supporting table 12 by the bearing system is buffered by the supporting bulge 13, and the supporting force of the supporting table 12 is increased by the supporting bulge 13, in the invention, a certain included angle is formed between the side edge of the supporting bulge 13 and the horizontal plane, so that the supporting force of the supporting bulge 13 can be better increased by setting the angle, and further the supporting force of the supporting table 12 is increased;
the plurality of pocket plates 2 are arranged between the adjacent bearing platforms 1; the adjacent bearing platforms 1 are connected through the supporting platform 12, so that the uniformity of the whole structure is ensured; wherein the content of the first and second substances,
the pocket plate 2 comprises a first connecting part 21, a second connecting part 22 and a deformation part 23, wherein the first connecting part 21 is connected with the one-side bearing platform 1; the second connecting part 22 is connected with the other side bearing platform 1; the deformation portion 23 is provided between the first connection portion 21 and the second connection portion 22; of course, the invention is provided with a plurality of bearing platforms 1, so the pocket plates 2 are all arranged between the bearing platforms 1 in the same way, and the detailed description is not carried out one by one in the invention;
the plurality of filling layers 3 are arranged between the adjacent bearing platforms 1 and are respectively arranged at the upper parts and the lower parts of the plurality of pocket plates 2; as shown in fig. 1, the pocket plate 2 is provided at both upper and lower portions thereof with filling layers 3, and when the filling layers 3 are provided at the lower portion of the pocket plate 2, the filling layers 3 are interposed between the adjacent stages 1 and are disposed under the pocket plate 2, and when disposed at the upper portion of the pocket plate 2, the preferred supporting protrusions 13 of the present invention form a storage space between the first connecting portion 21 or the second connecting portion 22; the filling layer 3 is arranged in the storage space, so that the pocket plate 2 can be supported by the filling layer 3 arranged below the pocket plate 2, damage caused by overlarge deformation when the pocket plate deforms along with the sinking of the bearing platform 1 is avoided, and the space between the adjacent bearing platform 1 and the pocket plate 2 is filled by the filling layer 3 to improve the overall stability; the filling layer 3 which is also arranged in the material storage space is pressed on the pocket plate 2 and the bearing platform 1 through the self weight of the filling layer 3, so that the strength of the pocket plate 2 connected with the bearing platform 1 is improved; in the invention, the filling layer 3 can be a lime soil filling layer 3, and the lime filling layer 3 is filled in the material storage space to play a role in supporting and enhancing the overall strength, and certainly, mixed fillers of broken stones and fine sand can be filled between the bearing platform 1 and the pocket plate 2 and in the material storage space to play a role in supporting and enhancing the overall strength;
when an earthquake occurs or the bearing system sinks, the bearing system sinks due to the self weight and the weight of a bearing object, so that the bearing platform 1 sinks under the action of the bearing system, when the bearing platform 1 sinks under the action of the bearing system, one end of the pocket plate 2 connected with the bearing platform 1 is driven to sink, except the bearing platforms 1 arranged at the four corners and the four sides, the bearing platforms 1 at other positions all drive one ends of the four pocket plates 2 adjacent to the bearing platform to move, and further drive the deformation parts 23 of the pocket plates 2 to deform; when the bearing platform 1 arranged at four corners or four edges sinks, the pocket plates 2 respectively drive one ends of two or three pocket plates 2 connected with the pocket plates to sink, so that the sinking of the whole structure is avoided, compared with the prior art, the bearing platform 1 is independently arranged, the sinking can be independently carried out under the condition of sinking, and other bearing platforms 1 are prevented from being influenced through the deformation of the pocket plates 2, so that the problem that the foundation is damaged due to the integral deformation in the prior art is avoided, and the service strength and the service life of a building are improved;
the invention also proposes a building foundation structure comprising: the device comprises a bearing system and a plurality of object containing mechanisms, wherein the object containing mechanisms are arranged on the bearing system; further comprising: the independent bearing platform pocket plate structure is characterized in that the bearing system is arranged on the bearing platform 1; wherein the content of the first and second substances,
the bearing system comprises a plurality of supporting columns, a plurality of supporting units and a plurality of shear units, wherein the supporting columns are arranged on the bearing platforms 1; the plurality of supporting units are respectively arranged on the plurality of supporting columns; the plurality of shear units are respectively arranged between the adjacent supporting units;
the object containing mechanism comprises a plurality of object containing layers and a plurality of hoisting mechanisms, one end of each hoisting mechanism is connected with the bearing system, and the other end of each hoisting mechanism is connected with the object containing layer;
when an earthquake occurs, particularly when the earthquake occurs to generate a transverse force, the supporting upright posts and the supporting units obtain the transverse force generated by the earthquake, the supporting units can transmit the obtained transverse force to the shearing units and respectively bear the transverse force generated by the earthquake through the shearing units, the supporting upright posts, the supporting units and the shearing units are matched, the transverse force sequentially passes through the supporting upright posts and the supporting units to respectively transmit the obtained transverse force to the shearing units, and the shearing units are matched with the supporting units and the upright posts to reduce the damage of the transverse force to the whole body;
the object containing layer is arranged on the supporting unit through a plurality of hoisting mechanisms, and can be arranged on the shearing force unit or the supporting unit according to actual needs, and the specific situation is determined according to actual conditions; the number of the layers of the container can be set according to needs, specifically, the supporting units and the shear units can be arranged at intervals, the hoisting mechanisms are connected to different supporting units and different shear units respectively, and then the container layers are hoisted through the hoisting mechanisms, only one layer of the supporting units and the shear units can be arranged, the hoisting mechanisms are connected through the layer, and the multiple layers of the container layers are hoisted through the hoisting mechanisms respectively;
according to the arrangement of the bearing system and the object containing mechanism, when the supporting upright column sinks due to dead weight or earthquakes and the like, the bearing platform 1 at the sinking part sinks along with the action of the bearing system, and the change of the bearing platform 1 at the sinking part is the same as that of the bearing system at a certain position when a plurality of bearing systems sink; the invention takes the sinking of a certain bearing system as an example, the bearing system sinks and drives the bearing platform 1 to sink together, the bearing platform 1 simultaneously sinks and drives the first connecting parts 21 or the second connecting parts 22 of the plurality of pocket plates 2 connected with the bearing platform to act, and then drives the deformation parts 23 to deform through the action of the first connecting parts 21 or the second connecting parts 22, and the force transmission is terminated due to the deformation of the deformation parts 23, so that the bearing platform 1 at the position does not influence the change of the bearing platform 1 adjacent to the position, and the problems of building damage and the like caused by the influence of the change of the bearing platform 1 at one position or a plurality of positions on the whole are avoided;
in the invention, each bearing platform 1 is independently supported only by matching the bearing platform 1, the pocket plate 2 and the filling layer 3, so that the use amount of cement and steel is reduced in the construction process, and compared with the prior art, the use amount of cement is reduced by more than 50-80%, and the use amount of steel is reduced by more than 60%.
The present invention is not limited to the above preferred embodiments, and any modifications, equivalent substitutions, improvements, etc. within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (9)
1. The utility model provides an independent cushion cap pocket plate structure which characterized in that includes:
the bearing platforms (1) are arranged on a use place;
the plurality of pocket plates (2) are arranged between the adjacent bearing platforms (1); the method comprises the following steps: the first connecting part (21) is connected with the bearing platform (1) on one side; the second connecting part (22) is connected with the bearing platform (1) on the other side; a deformation part (23) arranged between the first connection part (21) and the second connection part (22), wherein the deformation part (23), the first connection part (21) and the second connection part (22) are all of a plate-shaped structure; the cross section of the combined first connecting part, the second connecting part and the deformation part forms a trapezoidal cross section with the horizontal plane;
the packing layers (3) are arranged between the adjacent bearing platforms (1), the packing layers (3) are respectively arranged between the first connecting portions (21) and the bearing platforms (1), the second connecting portions (22) and the adjacent bearing platforms (1), and the first connecting portions (21), the second connecting portions (22) and the adjacent bearing platforms (1) at the lower portions of the deformation portions (23) are arranged between the adjacent bearing platforms (1).
2. The independent bearing platform pocket plate structure of claim 1, wherein the bearing platform (1) comprises:
a support base (11) provided at a place of use;
and the support platform (12) is used for being connected with a load-bearing system and is arranged on the support seat (11).
3. An independent bearing platform pocket plate structure as claimed in claim 2, characterized in that the supporting seat (11) is provided with a supporting protrusion (13), and the supporting platform (12) is provided on the supporting protrusion (13).
4. An independent bearing platform pocket plate structure according to claim 3, characterized in that a storage space is formed between the support protrusions (13) and the first connecting portion (21) or the second connecting portion (22).
5. An independent bearing platform pocket plate structure as claimed in claim 1, characterized in that the filling layer (3) is a lime soil filling layer (3).
6. An independent bearing platform pocket plate structure as claimed in claim 1, characterized in that the filling layer (3) is a mixed filling of crushed stone and fine sand.
7. A building foundation structure, comprising: the device comprises a bearing system and a plurality of object containing mechanisms, wherein the object containing mechanisms are arranged on the bearing system;
further comprising: a self-contained platform apron structure according to any one of claims 1 to 6, the load bearing system being provided on the platform (1).
8. The building foundation structure of claim 7 wherein said load bearing system comprises:
the supporting columns are respectively arranged on the bearing platforms (1);
the supporting units are respectively arranged on the supporting columns;
the plurality of shear units are respectively arranged between the adjacent supporting units.
9. The building infrastructure of claim 7 wherein said holding mechanism comprises:
the hoisting mechanism comprises a plurality of container layers and a plurality of hoisting mechanisms, wherein one end of each hoisting mechanism is connected with the bearing system, and the other end of each hoisting mechanism is connected with the container layer.
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 |
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| Publication Number | Publication Date |
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| CN106948361A CN106948361A (en) | 2017-07-14 |
| CN106948361B true CN106948361B (en) | 2020-01-21 |
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| Application Number | Title | Priority Date | Filing Date |
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| 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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| CN106948361A (en) | 2017-07-14 |
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