CN113718816A - Cooperative terrace structure and construction method thereof - Google Patents
Cooperative terrace structure and construction method thereof Download PDFInfo
- Publication number
- CN113718816A CN113718816A CN202111135332.7A CN202111135332A CN113718816A CN 113718816 A CN113718816 A CN 113718816A CN 202111135332 A CN202111135332 A CN 202111135332A CN 113718816 A CN113718816 A CN 113718816A
- Authority
- CN
- China
- Prior art keywords
- terrace
- bearing platform
- foundation
- construction
- supporting
- 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
Images
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A cooperating terrace structure and a construction method thereof, the structure comprising: the construction bearing platform foundation is used for constructing a shear wall and a supporting structure; the shear wall is used for supporting the floor slab; the shear wall is arranged on the foundation of the construction bearing platform; a support structure for supporting the floor slab; the supporting structure is arranged on the foundation of the construction bearing platform; the floor plate is used for forming a factory building; the terrace plate is supported on the shear wall and the supporting structure; the steel column is used for supporting the floor slab; the steel column set up in on the construction cushion cap basis, and link up the terrace plate. The terrace structure and the construction method thereof which work cooperatively provided by the invention not only solve the problem that the terrace plate is not supported by the terrace pile in the range of the bearing platform, but also avoid the problems that the terrace plate is easy to warp and crack due to the whole backfilled soil, and the pile foundation load is increased and the manufacturing cost is increased due to the pouring of concrete.
Description
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to a cooperative terrace structure and a construction method thereof.
Background
With the rapid development of economy in China and the popularization and application of high and new technologies, industrial plants have become important components of urban building culture, and various modern factories with novel shapes, cleanliness and beauty are continuously designed by designers and are presented to people.
However, as industrial plants increasingly show the characteristics of large volume, heavy single column weight and the like, the area of a basic bearing platform is inevitably increased, but the situation that a terrace plate in a large-area bearing platform range is not supported by a terrace pile occurs, and the mode of completely backfilling soil or backfilling concrete on the upper surface of the bearing platform is often adopted in the past. The mode of backfilling soil is that the terrace plate is easy to crack and deflect downwards due to the fact that the backfilling area is wide and the thickness is large and the terrace plate is easy to sink in the later period; although the mode of backfilling the concrete is reasonable in stress, the manufacturing cost is high, the self weight of the concrete is large, the load of the pile foundation of the bearing platform is increased, and the problem of insufficient bearing capacity of the pile foundation exists.
Disclosure of Invention
In order to solve the above problems, the present invention provides a cooperating terrace structure, comprising:
the construction bearing platform foundation is used for constructing a shear wall and a supporting structure;
the shear wall is used for supporting the floor slab; the shear wall is arranged on the foundation of the construction bearing platform;
a support structure for supporting the floor slab; the supporting structure is arranged on the foundation of the construction bearing platform;
the floor plate is used for forming a factory building; the terrace plate is supported on the shear wall and the supporting structure;
the steel column is used for supporting the floor slab; the steel column set up in on the construction cushion cap basis, and link up the terrace plate.
Preferably, horizontal steel bars arranged in the horizontal direction are arranged inside the shear wall.
Preferably, vertical steel bars arranged in the vertical direction are arranged inside the shear wall.
Preferably, the floor slab is internally provided with reinforcing steel bars.
Preferably, a bearing platform cup mouth short column is arranged on the construction bearing platform foundation, and the steel column is inserted into the bearing platform cup mouth short column.
Preferably, bearing structure includes the cushion cap stake, the cushion cap stake set up in on the construction cushion cap basis, and support the terrace plate.
Preferably, bearing structure includes the terrace stake, the terrace stake set up in on the construction cushion cap basis, and support the terrace plate.
The invention also provides a construction method of the cooperative work terrace structure, the cooperative work terrace structure comprises the cooperative work terrace structure, and the method comprises the following steps:
pouring a construction bearing platform foundation;
pouring a shear wall on the foundation of the construction bearing platform;
pouring a support structure on the foundation of the construction bearing platform;
pouring a terrace plate on the shear wall and the support structure;
and constructing a steel column penetrating through the terrace plate on the basis of the construction bearing platform.
The invention provides a terrace structure working cooperatively, which has the following beneficial effects:
the terrace structure and the construction method thereof which work cooperatively provided by the invention not only solve the problem that the terrace plate is not supported by the terrace pile in the range of the bearing platform, but also avoid the problems that the terrace plate is easy to warp and crack due to the whole backfilled soil, and the pile foundation load is increased and the manufacturing cost is increased due to the pouring of concrete.
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, and 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 these drawings without creative efforts.
FIG. 1 is a schematic side view of a cooperating terrace structure provided by the present invention;
fig. 2 is a schematic top view of a cooperative terrace structure provided by the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail with reference to the accompanying drawings in conjunction with the following detailed description. It should be understood that the description is intended to be exemplary only, and is not intended to limit the scope of the present invention. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present invention.
As shown in fig. 1-2, in the embodiment of the present application, the present invention provides a cooperating terrace structure, including:
the construction bearing platform foundation 1 is used for constructing the shear wall 2 and the supporting structure;
the shear wall 2 is used for supporting a terrace plate 5; the shear wall 2 is arranged on the construction bearing platform foundation 1;
a support structure for supporting the floor slab 5; the supporting structure is arranged on the construction bearing platform foundation 1;
the floor plate 5 is used for forming a factory building; the terrace plate 5 is supported on the shear wall 2 and the supporting structure;
the steel column 6 is used for supporting the floor slab 5; the steel column 6 is arranged on the construction bearing platform foundation 1 and penetrates through the terrace plate 5.
When the structure is constructed, firstly, a construction bearing platform foundation 1 is poured, then a shear wall 2 is poured on the construction bearing platform foundation 1, then a support structure is poured on the construction bearing platform foundation 1, then a floor slab 5 is poured on the shear wall 2 and the support structure, and then a steel column 6 penetrating through the floor slab 5 is built on the construction bearing platform foundation 1.
In the embodiment of the present application, horizontal steel bars 3 arranged in the horizontal direction are arranged inside the shear wall 2.
In the embodiment of the present application, the horizontal reinforcing bars 3 may enhance the firmness of the shear wall 2.
In the embodiment of the present application, vertical steel bars 4 arranged in the vertical direction are arranged inside the shear wall 2.
In the embodiment of the present application, the vertical reinforcing bars 4 may enhance the firmness of the shear wall 2.
In the embodiment of the application, the floor plate 5 is internally provided with reinforcing steel bars 7.
In this application embodiment, reinforcing bar 7 can strengthen the firm degree of grade level board 5.
In the embodiment of the application, a bearing platform cup short column 8 is arranged on the construction bearing platform foundation 1, and the steel column 6 is inserted into the bearing platform cup short column 8.
In the embodiment of the application, the bearing platform cup short column 8 is used for supporting and fixing the steel column 6, and the steel column 6 is used for supporting and fixing the terrace plate 5.
In the embodiment of the present application, the supporting structure includes a pile cap 9, the pile cap 9 set up in on the construction bearing platform basis 1, and support the terrace plate 5.
In the embodiment of the present application, the cap piles 9 are used to support the floor panels 5.
In the embodiment of the present application, the supporting structure includes a terrace pile 10, the terrace pile 10 set up in on the construction bearing platform foundation 1, and support the terrace plate 5.
In the embodiment of the present application, the floor pile 10 is used to support the floor panel 5.
The terrace structure and the construction method thereof which work cooperatively provided by the invention not only solve the problem that the terrace plate is not supported by the terrace pile in the range of the bearing platform, but also avoid the problems that the terrace plate is easy to warp and crack due to the whole backfilled soil, and the pile foundation load is increased and the manufacturing cost is increased due to the pouring of concrete.
It is to be understood that the above-described embodiments of the present invention are merely illustrative of or explaining the principles of the invention and are not to be construed as limiting the invention. Therefore, any modification, equivalent replacement, improvement and the like made without departing from the spirit and scope of the present invention should be included in the protection scope of the present invention. Further, it is intended that the appended claims cover all such variations and modifications as fall within the scope and boundaries of the appended claims or the equivalents of such scope and boundaries.
Claims (8)
1. A cooperating floor structure, comprising:
the construction bearing platform foundation is used for constructing a shear wall and a supporting structure;
the shear wall is used for supporting the floor slab; the shear wall is arranged on the foundation of the construction bearing platform;
a support structure for supporting the floor slab; the supporting structure is arranged on the foundation of the construction bearing platform;
the floor plate is used for forming a factory building; the terrace plate is supported on the shear wall and the supporting structure;
the steel column is used for supporting the floor slab; the steel column set up in on the construction cushion cap basis, and link up the terrace plate.
2. The cooperative terrace structure according to claim 1, wherein horizontal reinforcing bars are arranged horizontally inside the shear wall.
3. The cooperative terrace structure according to claim 1, wherein vertical reinforcing bars are vertically arranged inside the shear wall.
4. The cooperative terrace structure according to claim 1, wherein reinforcing steel bars are provided inside the terrace plate.
5. The cooperative terrace structure according to claim 1, wherein the construction bearing platform foundation is provided with a bearing platform cup short column, and the steel column is inserted in the bearing platform cup short column.
6. The cooperating floor structure of claim 1, wherein the support structure includes a cap pile disposed on the construction cap foundation and supporting the floor slab.
7. The cooperative terrace structure according to claim 1, wherein the support structure comprises a terrace pile disposed on the construction cap foundation and supporting the terrace plate.
8. A method of constructing a cooperating floor structure, the cooperating floor structure comprising a cooperating floor structure according to any one of claims 1-7, the method comprising the steps of:
pouring a construction bearing platform foundation;
pouring a shear wall on the foundation of the construction bearing platform;
pouring a support structure on the foundation of the construction bearing platform;
pouring a terrace plate on the shear wall and the support structure;
and constructing a steel column penetrating through the terrace plate on the basis of the construction bearing platform.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202111135332.7A CN113718816A (en) | 2021-09-27 | 2021-09-27 | Cooperative terrace structure and construction method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202111135332.7A CN113718816A (en) | 2021-09-27 | 2021-09-27 | Cooperative terrace structure and construction method thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
CN113718816A true CN113718816A (en) | 2021-11-30 |
Family
ID=78685026
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202111135332.7A Pending CN113718816A (en) | 2021-09-27 | 2021-09-27 | Cooperative terrace structure and construction method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN113718816A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114809521A (en) * | 2022-06-15 | 2022-07-29 | 中国建筑西南设计研究院有限公司 | Separated structure terrace and construction method thereof |
-
2021
- 2021-09-27 CN CN202111135332.7A patent/CN113718816A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114809521A (en) * | 2022-06-15 | 2022-07-29 | 中国建筑西南设计研究院有限公司 | Separated structure terrace and construction method thereof |
CN114809521B (en) * | 2022-06-15 | 2024-02-23 | 中国建筑西南设计研究院有限公司 | Separated structural terrace and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201581409U (en) | Combined tower crane foundation of cross beam supported by steel latticework columns in deep foundation pit | |
CN213205219U (en) | Full prefabricated wall | |
CN205224733U (en) | Prefabricated assembled open caisson underground garage structure | |
CN102926408B (en) | A kind of base isolation structure and underpin processing method | |
CN113718816A (en) | Cooperative terrace structure and construction method thereof | |
CN209855277U (en) | Conversion layer structure for underground added layer of existing building | |
CN111441400B (en) | Seismic isolation and reinforcement method for existing building foundation | |
CN113585323A (en) | Rural light-duty assembled independent foundation and construction method | |
CN216475150U (en) | Terrace structure of cooperative work | |
CN110904992B (en) | Elevator foundation member for integrally assembling elevator and construction method thereof | |
CN215759136U (en) | Concrete silo box type foundation | |
CN204676591U (en) | Trough rim construction elevator basis | |
CN202850061U (en) | Foundation shock insulation structure | |
CN209874039U (en) | Basement deformation joint structure | |
CN204023600U (en) | Pillar crane composite base structure | |
CN209339172U (en) | Novel pile plate composite foundation | |
CN206376270U (en) | Prefabricated assembled ground | |
CN206256587U (en) | Steel bar girder | |
CN221001386U (en) | High-rise building construction structure capable of avoiding uneven settlement | |
CN218322848U (en) | Soil retaining structure | |
RU64650U1 (en) | SPATIAL FUNDAMENTAL PLATFORM FOR BUILDINGS AND CONSTRUCTIONS FOR CONSTRUCTION ON WEAK, LOWING, EMBEDDED SOILS AND IN SEISMIC ZONES | |
CN204531173U (en) | A kind of precast concrete foundation girder construction | |
CN216787120U (en) | Underground chamber lateral wall supporting construction | |
CN217710817U (en) | Prefabricated foundation of prefabricated building | |
CN216379116U (en) | Light thin-wall pile plate type bridge abutment structure in collapsible loess region |
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 |