CN207003653U - A kind of ladder type section tubular turret structure - Google Patents
A kind of ladder type section tubular turret structure Download PDFInfo
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- CN207003653U CN207003653U CN201621311877.3U CN201621311877U CN207003653U CN 207003653 U CN207003653 U CN 207003653U CN 201621311877 U CN201621311877 U CN 201621311877U CN 207003653 U CN207003653 U CN 207003653U
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Abstract
The utility model discloses a kind of ladder type section tubular turret structure, belongs to steel building technical field, including Core Walls Structure and the steel-frame structure around Core Walls Structure；The cross section of the Core Walls Structure is in trapezoidal-structure, and integrally cast forms using concrete；The top of the Core Walls Structure is in unidirectional arc transition structure；The steel-frame structure is mutually permanently connected by exterior frame column and girder steel and formed；The trapezoidal surrounding for being evenly distributed on Core Walls Structure of the exterior frame column, the steel structure frame are fixedly connected by girder steel with Core Walls Structure；Reinforced concrete column is provided with inside the Core Walls Structure；Concrete is filled in the reinforced concrete column, and top is in unidirectional arc transition with Core Walls Structure.The utility model structure is novel, using concrete structure collocation steel construction outer framework, effectively reduces construction intensity, and convenient and quick construction, shortens installation period, cost-effective.
Description
Technical field
Steel building technical field is the utility model is related to, specifically a kind of ladder type section tubular turret structure.
Background technology
With the development of economic society and the continuous quickening of process of industrialization, at present, skyscraper continues to bring out, and turns into
Zonal landmark building；Simultaneously because the continuous exacerbation of city commercial, building site are significantly limited, because
This, most of markets and house are trivial using such a architectural style.Turret structure site coverage is higher, and room rate is relatively low；Tie in space
Structure is flexible, is easy to transform；Structural strength is high, and shock resistance is good；Occupy height to look in the distance, broad view.Especially for rich in DIY spirit
For young man, using the high building of big frame structure, indoor general layout can be changed by reequiping indoor dividing wall, lived more clever
It is living, and the room rate of relative moderate, also it is more conform with existing income.
But traditional high building typically uses concrete structure, such a structural engineering amount is larger, and flexibility is poor,
And manufacturing cost is higher.Also, the raising aesthetic due to people at present, most of skyscrapers and super-high building structure are new
Grain husk, such as：The skyscraper at the rich ground center in Hangzhou Xiaoshan area, it is highly larger, and construction area is limited, and top is provided with list
To arc transition structure；How effectively to ensure overall structural strength, and realize that unidirectional arc transition turns into one faced
Hang-up.
Utility model content
Purpose of utility model：The purpose of this utility model be in order to solve the form of existing building is single, cost is high,
The shortcomings of very flexible, there is provided a kind of ladder type section tubular turret structure, there is the advantages that structure is novel, and structural strength is big, and
And cost is relatively low.
Technical scheme：In order to realize the above object a kind of ladder type section tubular turret structure described in the utility model, bag
Include Core Walls Structure and the steel-frame structure around Core Walls Structure；The cross section of the Core Walls Structure is in trapezoidal-structure, and using mixed
Solidifying soil one cast forms；The top of the Core Walls Structure is in unidirectional arc transition structure；The steel-frame structure by exterior frame column and
Girder steel, which is mutually permanently connected, to be formed；The trapezoidal surrounding for being evenly distributed on Core Walls Structure of the exterior frame column, the steel structure frame lead to
Girder steel is crossed to be fixedly connected with Core Walls Structure；Reinforced concrete column is provided with inside the Core Walls Structure；Fill concrete in the reinforced concrete column, and top with
Core Walls Structure is in unidirectional arc transition.
A kind of ladder type section tubular turret structure described in the utility model, its structure is novel, is taken using concrete structure
With steel construction outer framework, on the one hand reduce construction intensity, shorten building cycle, on the other hand using steel-frame structure, subtract
Lack cost, reduce building difficulty, it is convenient and swift.Meanwhile Core Walls Structure is in trapezoidal-structure using section, improves overall knot
Structure intensity, and reinforced concrete column is provided with Core Walls Structure, structural strength is further increased, and casting is facilitated, shorten building week
Phase；In addition, forming unidirectional arc transition structure using one casting at the top of Core Walls Structure, peculiarly shaped, structure is novel.
Further, a kind of ladder type section tubular turret structure described in the utility model, the bottom of the Core Walls Structure is set
There are 18 reinforced concrete columns, top is provided with 14 reinforced concrete columns.It is whole in guarantee using corresponding reinforced concrete column according to different design features
While body structural strength, reduce waste, save cost, while decrease difficulty of construction.
Further, a kind of ladder type section tubular turret structure described in the utility model, the exterior frame column are provided with 18,
And its specification is diameter 1300mm, wall thickness 28mm.
Further, a kind of ladder type section tubular turret structure described in the utility model, the girder steel and Core Walls Structure
Junction is provided with built-in fitting.By setting built-in fitting, facilitate the installation and dismounting of girder steel, it is quick flexible.
Further, a kind of ladder type section tubular turret structure described in the utility model, the girder steel are horizontal fixed
Connection.
Beneficial effect：Steel construction suspension column described in the utility model with bearing, has advantages below：
A kind of ladder type section tubular turret structure described in the utility model, its structure is novel, is taken using concrete structure
With steel construction outer framework, on the one hand reduce construction intensity, shorten building cycle, on the other hand using steel-frame structure, subtract
Lack cost, reduce building difficulty, it is convenient and swift.Meanwhile Core Walls Structure is in trapezoidal-structure using section, improves overall knot
Structure intensity, and reinforced concrete column is provided with Core Walls Structure, structural strength is further increased, and casting is facilitated, shorten building week
Phase；In addition, forming unidirectional arc transition structure using one casting at the top of Core Walls Structure, peculiarly shaped, structure is novel.Outside Core Walls Structure
Enclose and be provided with built-in fitting, for connecting girder steel, play fixed effect, convenient to install, flexibility is strong.
Brief description of the drawings
Fig. 1 is a kind of dimensional structure diagram of ladder type section tubular turret structure described in the utility model；
Fig. 2 is a kind of horizontal cross-section schematic diagram of ladder type section tubular turret structure described in the utility model；
Fig. 3 is a kind of top view of ladder type section tubular turret structure described in the utility model；
In figure：1- Core Walls Structures, 2- steel-frame structures, 3- exterior frame columns, 4- girder steels, 5- reinforced concrete columns, 6- built-in fittings.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the utility model is furtherd elucidate.
Embodiment
A kind of ladder type section tubular turret structure described in the utility model, as shown in Figure 1, Figure 2, Figure 3 shows, including：Core
Cylinder 1 and the steel-frame structure 2 around Core Walls Structure 1；The cross section of the Core Walls Structure 1 is in trapezoidal-structure, and uses coagulation
Native one cast forms；The top of the Core Walls Structure 1 is in unidirectional arc transition structure；The steel-frame structure 2 is by the He of exterior frame column 3
Girder steel 4, which is mutually permanently connected, to be formed；The trapezoidal surrounding for being evenly distributed on Core Walls Structure 1 of exterior frame column 3, the steel structure frame
2 are fixedly connected by girder steel 4 with Core Walls Structure 1；The inside of Core Walls Structure 1 is provided with reinforced concrete column 5；Concrete is filled in the reinforced concrete column 5,
And top is in unidirectional arc transition with Core Walls Structure 1.In addition, the connection installation of girder steel 4 and exterior frame column 3 for convenience, the girder steel 4
Built-in fitting 6 is provided with the junction of Core Walls Structure 1；Wherein, the 4 equal level of girder steel described in the present embodiment is fixedly connected.
Preferably, a kind of ladder type section tubular turret structure described in the utility model, the bottom of the Core Walls Structure 1 is set
There are 18 reinforced concrete columns 5, top is provided with 14 reinforced concrete columns 5.The exterior frame column 3 is provided with 18, and its specification is diameter 1300mm, wall
Thick 28mm.
In addition, the installation steps of built-in fitting 6 described in the utility model are with method：
1）Positioning, the measurement of girder steel built-in fitting：After making built-in fitting accurate in place using position line and spirit level, by its with it is mixed
Solidifying native reinforcing bar carries out colligation or spot welding is fixed.
2）Core Walls Structure concrete is poured into a mould：Built-in fitting should check, it is necessary to assure embedded part at any time in pouring concrete construction
Orientation axis does not produce skew.During last time casting concrete, embedded part should be checked, it is found that deviation corrects in time.
3）Welded steel beam built-in fitting connecting plate：It is welded to connect plate, postwelding repetition measurement connecting plate eyelet size, record data.
Wherein, the allowable error of built-in fitting described in the utility model strictly controls, i.e. absolute altitude≤± 5mm, horizontal lattice
≤±10mm。
Concrete structure of the present utility model and principal character has been shown and described above, and the advantages of the utility model.
It should be understood by those skilled in the art that the utility model is not restricted to the described embodiments, in above-described embodiment and specification
Description simply illustrates principle of the present utility model, and on the premise of the spirit and scope of the utility model is not departed from, this practicality is new
Type also has various changes and modifications, and these changes and improvements are both fallen within the range of claimed utility model.This practicality is new
The claimed scope of type is by appended claims and its equivalent thereof.
Claims (5)
- A kind of 1. ladder type section tubular turret structure, it is characterised in that：Including：Core Walls Structure（1）And positioned at Core Walls Structure（1）Around Steel-frame structure（2）；The Core Walls Structure（1）Cross section be in trapezoidal-structure, and using concrete integrally cast form；It is described Core Walls Structure（1）Top be in unidirectional arc transition structure；The steel-frame structure（2）By exterior frame column（3）And girder steel（4）It is mutually solid Surely it is formed by connecting；The exterior frame column（3）It is trapezoidal to be evenly distributed on Core Walls Structure（1）Surrounding, the steel-frame structure（2）Pass through Girder steel（4）With Core Walls Structure（1）It is fixedly connected；The Core Walls Structure（1）Inside is provided with reinforced concrete column（5）；The reinforced concrete column（5）It is interior to fill mixed Solidifying soil, and top is with Core Walls Structure（1）In unidirectional arc transition.
- A kind of 2. ladder type section tubular turret structure according to claim 1, it is characterised in that：The Core Walls Structure（1）'s Bottom is provided with 18 reinforced concrete columns（5）, top is provided with 14 reinforced concrete columns（5）.
- A kind of 3. ladder type section tubular turret structure according to claim 1, it is characterised in that：The exterior frame column（3）If There are 18, and its specification is diameter 1300mm, wall thickness 28mm.
- A kind of 4. ladder type section tubular turret structure according to claim 1, it is characterised in that：The girder steel（4）With core Heart cylinder（1）Junction be provided with built-in fitting（6）.
- A kind of 5. ladder type section tubular turret structure according to claim 1, it is characterised in that：The girder steel（4）Equal water It is flat to be fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621311877.3U CN207003653U (en) | 2016-12-02 | 2016-12-02 | A kind of ladder type section tubular turret structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621311877.3U CN207003653U (en) | 2016-12-02 | 2016-12-02 | A kind of ladder type section tubular turret structure |
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| Publication Number | Publication Date |
|---|---|
| CN207003653U true CN207003653U (en) | 2018-02-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201621311877.3U Active CN207003653U (en) | 2016-12-02 | 2016-12-02 | A kind of ladder type section tubular turret structure |
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| Country | Link |
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| CN (1) | CN207003653U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482269A (en) * | 2022-01-20 | 2022-05-13 | 中建八局第一建设有限公司 | Flat-arm tower crane attachment structure and construction method thereof |
-
2016
- 2016-12-02 CN CN201621311877.3U patent/CN207003653U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482269A (en) * | 2022-01-20 | 2022-05-13 | 中建八局第一建设有限公司 | Flat-arm tower crane attachment structure and construction method thereof |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee after: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Address before: 215400 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. |