CN205171674U - Many curved surfaces of encorbelmenting pipe truss net shell - Google Patents
Many curved surfaces of encorbelmenting pipe truss net shell Download PDFInfo
- Publication number
- CN205171674U CN205171674U CN201520791452.6U CN201520791452U CN205171674U CN 205171674 U CN205171674 U CN 205171674U CN 201520791452 U CN201520791452 U CN 201520791452U CN 205171674 U CN205171674 U CN 205171674U
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- net shell
- shell
- batter post
- curved surfaces
- horizontal pole
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Abstract
The utility model discloses a many curved surfaces of encorbelmenting pipe truss net shell, it includes: net shell horizontal pole, the one end and first concrete batter post fixed connection of net shell horizontal pole, the other end and second concrete batter post fixed connection, net shell down tube, net shell down tube is connected between adjacent net shell horizontal pole, will net the shell horizontal pole and connect as an organic wholely, strengthening band horizontal pole and strengthening band down tube, the strengthening band horizontal pole passes through the strengthening band down tube with net shell down tube is connected, the roof girder steel, the one end of roof girder steel and net shell horizontal pole are connected, and the other end and building structure's concrete beam is connected. The utility model discloses the many curved surfaces of encorbelmenting pipe truss net shell of above -mentioned embodiment, net shell horizontal pole carries out structural strength to the major structure and strengthens with the major structure of netting shell down tube constitution net shell, strengthening band horizontal pole and strengthening band down tube, makes the major structure of netting the shell more firm, many curved surfaces of encorbelmenting pipe truss net shell is through concrete batter post and roof girder steel and had building fixed connection, and the net shell is connected stably firmly with there being the building.
Description
Technical field
The utility model belongs to tubular truss net shell technology field, particularly relates to one and to encorbelment many curved surfaces tubular truss net shell.
Background technology
The moulding of present building more and more has sense of the times, and having fully demonstrated building is three-dimensional picture, and building is three-dimensional poem design concept, the especially architectural image of building, and designer is constantly pursuing ultimate attainment, pursues personalized.Along with the change of designer's design concept, have higher requirement to the construction technology of construction enterprises, correspondingly, the construction technology of construction enterprises is also with rapid changepl. never-ending changes and improvements, to realize the design concept of designer simultaneously.
Tubular truss refers to and is interconnected in end with round bar part and the grid structures formed.Truss members makes trussed construction materials economy, dead load light, is easy to form various profile to adapt to different purposes, such as can makes simple truss, arch, framework and pylon etc.
Compared with space truss structure, tube truss structure saves the ball node of lower edge longitudinal bar member and rack, can meet the requirement of various different building types, especially constructs circular arch and Arbitrary groove profile than space truss structure advantageously.
Summary of the invention
The purpose of this utility model is to provide one and encorbelments many curved surfaces tubular truss net shell.
The technical scheme that the utility model solves the problems of the technologies described above is as follows: one is encorbelmented many curved surfaces tubular truss net shell, described net shell is arranged in building structure, building structure comprises concrete batter post, and described concrete batter post has two, is respectively the first concrete batter post and the second concrete batter post; It comprises:
Net shell cross bar, one end of described net shell cross bar is fixedly connected with the first concrete batter post, and the other end is fixedly connected with the second concrete batter post;
Net shell brace, described net shell brace is connected between adjacent net shell cross bar, is connected as one by described net shell cross bar;
Reinforcing band cross bar and reinforcing band brace, described reinforcing band cross bar is connected with described net shell brace by described reinforcing band brace;
Roof girder steel, one end of described roof girder steel is connected with net shell cross bar, and the other end is connected with the concrete beam of building structure.
The utility model is encorbelmented many curved surfaces tubular truss net shell as above, further, is not parallel to each other mutually between described first concrete batter post and the second concrete batter post.
The utility model is encorbelmented many curved surfaces tubular truss net shell as above, and further, the quantity of described reinforcing band cross bar is three.
The utility model is encorbelmented many curved surfaces tubular truss net shell as above, and further, described roof girder steel is connected with the concrete beam of building structure by built-in fitting.
The beneficial effects of the utility model are:
Many curved surfaces tubular truss net shell of encorbelmenting of the utility model above-described embodiment, net shell cross bar and net shell brace form the agent structure of net shell, and reinforcing band cross bar and reinforcing band brace carry out structural strength reinforcement to agent structure, make the agent structure of net shell more firm; Many curved surfaces tubular truss net shell of encorbelmenting is fixedly connected with existed building with roof girder steel by concrete batter post, net shell and existed building stable connection firm.
Accompanying drawing explanation
By detailed description done in conjunction with the following drawings, above-mentioned and/or other aspects of the present utility model and advantage will become clearer and be easier to understand, and these accompanying drawings just schematically, do not limit the utility model, wherein:
Fig. 1 is many curved surfaces tubular truss net shell schematic diagram of encorbelmenting of a kind of embodiment of the utility model;
Fig. 2 is the concrete batter post schematic diagram of a kind of embodiment of the utility model;
Fig. 3 is the net shell cross bar schematic diagram of a kind of embodiment of the utility model;
Fig. 4 is the net shell brace net shell brace schematic diagram of a kind of embodiment of the utility model;
Fig. 5 is the reinforcing band cross bar schematic diagram of a kind of embodiment of the utility model;
Fig. 6 is the reinforcing band brace schematic diagram of a kind of embodiment of the utility model;
Fig. 7 is the roof girder steel schematic diagram of a kind of embodiment of the utility model.
In accompanying drawing, the list of parts representated by each label is as follows:
1, concrete batter post, the 11, first concrete batter post, the 12, second concrete batter post;
2, net shell cross bar;
3, net shell brace;
4, reinforcing band cross bar;
5, reinforcing band brace;
6, roof girder steel.
Detailed description of the invention
Hereinafter, the embodiment of many curved surfaces tubular truss net shell of encorbelmenting of the present utility model is described with reference to the accompanying drawings.
The embodiment recorded at this is specific detailed description of the invention of the present utility model, for illustration of design of the present utility model, is all explanatory and exemplary, should not be construed as the restriction to the utility model embodiment and the utility model scope.Except the embodiment recorded at this, those skilled in the art can also adopt other technical scheme apparent based on the content disclosed in the application's claims and manual, and these technical schemes comprise the technical scheme making any apparent substitutions and modifications adopted the embodiment recorded at this.
The accompanying drawing of this manual is schematic diagram, and aid illustration design of the present utility model schematically shows shape and the correlation thereof of each several part.Note that the structure of each parts for the ease of clearly showing the utility model embodiment, not according to identical scale between each accompanying drawing.Identical reference marker is for representing identical part.
Fig. 1 illustrates many curved surfaces tubular truss net shell of encorbelmenting of a kind of embodiment of the utility model, described net shell is arranged in building structure, and building structure comprises concrete batter post 1, and described concrete batter post has two, be respectively the first concrete batter post 11 and the second concrete batter post 12, as shown in Figure 2; Net shell comprises:
Net shell cross bar 2, as shown in figs. 1 and 3, one end of described net shell cross bar 2 is fixedly connected with the first concrete batter post 11, and the other end is fixedly connected with the second concrete batter post 12;
Net shell brace 3, as shown in Figure 1 and Figure 4, described net shell brace 3 is connected between adjacent net shell cross bar 2, is connected as one by described net shell cross bar 2;
Reinforcing band cross bar 4 and reinforcing band brace 5, as shown in Fig. 1, Fig. 5 and Fig. 6, described reinforcing band cross bar 4 is connected with described net shell brace 3 by described reinforcing band brace 5;
Roof girder steel 6, as shown in Figure 1 and Figure 7, one end of described roof girder steel 6 is connected with net shell cross bar, and the other end is connected with the concrete beam of building structure.
Many curved surfaces tubular truss net shell of encorbelmenting of the utility model above-described embodiment, net shell cross bar and net shell brace form the agent structure of net shell, and reinforcing band cross bar and reinforcing band brace carry out structural strength reinforcement to agent structure, make the agent structure of net shell more firm; Many curved surfaces tubular truss net shell of encorbelmenting is fixedly connected with existed building with roof girder steel by concrete batter post, net shell and existed building stable connection firm.
Encorbelment in many curved surfaces tubular truss net shell at the utility model above-described embodiment, be not parallel to each other mutually between described first concrete batter post 11 and the second concrete batter post 12.In one embodiment, one end and the ground of the first concrete batter post 11 are fixed, and one end and the ground of the second concrete batter post 12 are fixed; First concrete batter post and the second concrete batter post all not perpendicular to the ground, and and this is not parallel to each other mutually, to form the support component of net shell in irregular shape.
Encorbelment in many curved surfaces tubular truss net shell at the utility model above-described embodiment, the quantity of described reinforcing band cross bar 4 is three, and as shown in Figure 1 and Figure 5, described reinforcing band cross bar interval is arranged, and one of them is clipped between two other.
Encorbelmenting in many curved surfaces tubular truss net shell at the utility model above-described embodiment, described roof girder steel 6 is connected with the concrete beam of building structure by built-in fitting.As shown in Figure 7, the quantity of roof girder steel has 7, but it will be appreciated by those skilled in the art that this quantity is schematic, and concrete quantity should be determined according to concrete engineering is actual.
Each technical characteristic of above-mentioned disclosure is not limited to that disclosed with combination that is further feature, other combination that those skilled in the art also can carry out between each technical characteristic according to the object of invention, is as the criterion with the object realizing the utility model.
Claims (5)
1. encorbelment many curved surfaces tubular truss net shell, described net shell is arranged in building structure, and building structure comprises concrete batter post, and described concrete batter post has two, is respectively the first concrete batter post and the second concrete batter post; It is characterized in that, comprising:
Net shell cross bar, one end of described net shell cross bar is fixedly connected with the first concrete batter post, and the other end is fixedly connected with the second concrete batter post;
Net shell brace, described net shell brace is connected between adjacent net shell cross bar, is connected as one by described net shell cross bar;
Reinforcing band cross bar and reinforcing band brace, described reinforcing band cross bar is connected with described net shell brace by described reinforcing band brace;
Roof girder steel, one end of described roof girder steel is connected with net shell cross bar, and the other end is connected with the concrete beam of building structure.
2. many curved surfaces tubular truss net shell of encorbelmenting according to claim 1, is characterized in that, be not parallel to each other mutually between described first concrete batter post and the second concrete batter post.
3. many curved surfaces tubular truss net shell of encorbelmenting according to claim 1 and 2, it is characterized in that, the quantity of described reinforcing band cross bar is three.
4. many curved surfaces tubular truss net shell of encorbelmenting according to claim 1 and 2, it is characterized in that, described roof girder steel is connected with the concrete beam of building structure by built-in fitting.
5. many curved surfaces tubular truss net shell of encorbelmenting according to claim 3, it is characterized in that, described roof girder steel is connected with the concrete beam of building structure by built-in fitting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520791452.6U CN205171674U (en) | 2015-10-14 | 2015-10-14 | Many curved surfaces of encorbelmenting pipe truss net shell |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520791452.6U CN205171674U (en) | 2015-10-14 | 2015-10-14 | Many curved surfaces of encorbelmenting pipe truss net shell |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205171674U true CN205171674U (en) | 2016-04-20 |
Family
ID=55735677
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520791452.6U Expired - Fee Related CN205171674U (en) | 2015-10-14 | 2015-10-14 | Many curved surfaces of encorbelmenting pipe truss net shell |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205171674U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107201779A (en) * | 2017-04-18 | 2017-09-26 | 清华大学建筑设计研究院有限公司 | A kind of batter post couples the structure of stress with wide span house cap |
| CN109281394A (en) * | 2018-08-20 | 2019-01-29 | 中民筑友科技投资有限公司 | A kind of shear wall-concrete truss overhanging construction |
-
2015
- 2015-10-14 CN CN201520791452.6U patent/CN205171674U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107201779A (en) * | 2017-04-18 | 2017-09-26 | 清华大学建筑设计研究院有限公司 | A kind of batter post couples the structure of stress with wide span house cap |
| CN107201779B (en) * | 2017-04-18 | 2019-06-14 | 清华大学建筑设计研究院有限公司 | A kind of batter post couples the structure of stress with wide span house cap |
| CN109281394A (en) * | 2018-08-20 | 2019-01-29 | 中民筑友科技投资有限公司 | A kind of shear wall-concrete truss overhanging construction |
| CN109281394B (en) * | 2018-08-20 | 2023-08-29 | 中民筑友科技投资有限公司 | Shear wall-concrete truss overhanging type building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160420 Termination date: 20211014 |