CN205116776U - Support access structure - Google Patents
Support access structure Download PDFInfo
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- CN205116776U CN205116776U CN201520781098.9U CN201520781098U CN205116776U CN 205116776 U CN205116776 U CN 205116776U CN 201520781098 U CN201520781098 U CN 201520781098U CN 205116776 U CN205116776 U CN 205116776U
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- column
- coupling beam
- purlin
- stand
- utility
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Abstract
The utility model relates to a support access structure, include: locate a first supporting beam and a second supporting beam on the basis side by side along direction of approach, first supporting beam's first stand is located through first bottom lian liang interval immediately, lian liang locates at the interval second supporting beam's second stand immediately bottom the second, locate the first top lian liang on the first stand, locate the second top lian liang on the second stand, and stride along direction of approach and locate first top even roof beam and second top even the last trussed girder of roof beam, correspond locate the trussed girder below, stride the lower trussed girder of locating first stand and second stand, upward the slant is connected with the truss purlin between trussed girder and the lower trussed girder. The utility model discloses a to prop up supporting beam and stand and couple together and form bearing structure, support system in full hall scaffold is set up on upper portion guarantees superstructure's normal construction, and it is normally current that the lower part can form the passageway, and the overhead crossing operation is raised the efficiency.
Description
Technical field
The utility model relates to the realm of building construction, espespecially a kind of Support Channel structure.
Background technology
At the realm of building construction, in bar structure construction, superstructure needs to build supporting frame, and the bottom often needing bar structure after supporting frame has been removed just can normal pass, in practice of construction operation, causes the problem of current inconvenience.
When ensureing superstructure normal construction, lower passage can normal pass, to solve the problem of the vertical operation of graded crossing, need to formulate support and upper and lower work layer separated, and this support needs upper support enough firm, to ensure safety.
Utility model content
The purpose of this utility model is the defect overcoming prior art, provides a kind of Support Channel structure, and the bottom that solving in prior art needs bar structure after supporting frame has been removed just can the problem of normal pass.
The technical scheme realizing above-mentioned purpose is: provide Support Channel structure, comprising:
The first brace summer on basis and the second brace summer is located at side by side along described channel direction;
The first column of described first brace summer is erected on by coupling beam interval bottom first;
The second column of described second brace summer is erected on by coupling beam interval bottom second;
Be located at the first top coupling beam on described first column;
Be located at the second top coupling beam on described second column; And
Be located at the upper girder truss of described first top coupling beam and the second top coupling beam, correspondence is located at below described upper girder truss, is located at the lower girder truss of described first column and described second column, obliquely between described upper girder truss and described lower girder truss is connected with truss purlins.
The beneficial effect of the utility model Support Channel structure:
The utility model Support Channel structure is by coupling together formation braced structures by multiple tracks brace summer and column, full hall scaffold inner support system is set up on the top of braced structures, braced structures can ensure the normal construction of superstructure, passage normal pass can be formed at the bottom of braced structures, thus solve in bar structure construction, need wait supporting frame removed rear just can the problem of normal pass, facilitate interchange operation, can raise the efficiency, accelerate construction progress, draw materials simple, easy construction, and detachable, can use be had enough to meet the need.
The further improvement of the utility model Support Channel structure is, also comprises:
Oblique be connected to coupling beam bottom described first column and described first first bottom purlin; And
Oblique be connected to coupling beam bottom described second column and described second second bottom purlin.
The further improvement of the utility model Support Channel structure is, also comprises:
Oblique the first top purlin being connected to described first column and described first top coupling beam; And
Oblique the second top purlin being connected to described second column and described second top coupling beam.
The further improvement of the utility model Support Channel structure is, also comprises:
Interconnection in the first forked frame of described first column, described first forked frame be connected to described first bottom purlin and the first top purlin; And
Interconnection in the second forked frame of described second column, described second forked frame be connected to described second bottom purlin and the second top purlin.
The further improvement of the utility model Support Channel structure is, described first brace summer and the second brace summer are concrete reinforcement beam.
The further improvement of the utility model Support Channel structure is, also comprises:
Be located at first of coupling beam bottom described first column and described first to put more energy into floor; And
Be located at second of coupling beam bottom described second column and described second to put more energy into floor.
Accompanying drawing explanation
Fig. 1 is the front view of the utility model Support Channel structure.
Fig. 2 is the lateral view of the utility model Support Channel structure.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
The utility model provides a kind of Support Channel structure, is described the utility model Support Channel structure below in conjunction with accompanying drawing.
Consult Fig. 1, show the front view of the utility model Support Channel structure.Consult Fig. 2, show the lateral view of the utility model Support Channel structure.Shown in composition graphs 1 and Fig. 2, the utility model Support Channel structure, comprise: the first brace summer 10, second brace summer 11, coupling beam 20 bottom first, coupling beam 21 bottom second, first column 30, second column 31, first top coupling beam 40, second top coupling beam 41, upper girder truss 50, lower girder truss 51, truss purlins 52, purlin 60 bottom first, purlin 61 bottom second, first top purlin 70, second top purlin 71, first forked frame 80, second forked frame 81, first floor and second of putting more energy into is put more energy into floor, wherein, first brace summer 10 and the second brace summer 11 are located on basis side by side along channel direction, first column 30 is erected on the first brace summer 10, second column 31 by coupling beam 20 interval bottom first and is erected on the second brace summer 11 by coupling beam 21 interval bottom second, first top coupling beam 40 is located on the first column 30, is located on the second column 31, for connecting the second column 31 for connecting the first column 30, second top coupling beam 41, upper girder truss 50 is located at the first top coupling beam 40 and the second top coupling beam 41, lower girder truss 51 correspondence be located at girder truss 50 below, be located at the first column 30 and the second column 31, obliquely between upper girder truss 50 and lower girder truss 51 be connected with truss purlins 52.The utility model Support Channel structure is by coupling together formation braced structures by multiple tracks brace summer and column, full hall scaffold inner support system is set up on the top of braced structures, braced structures can ensure the normal construction of superstructure, passage normal pass can be formed at the bottom of braced structures, thus solve in bar structure construction, need wait supporting frame removed rear just can the problem of normal pass, facilitate interchange operation, can raise the efficiency, accelerate construction progress, draw materials simple, easy construction, and detachable, can use be had enough to meet the need.
In the present embodiment, the first brace summer 10 and the second brace summer 11 are concrete reinforcement beam, and the direction along passage is located on ground side by side, form the bottom surface of passage between the first brace summer 10 and the second brace summer 11, for current.Bottom first, coupling beam 20 is positioned on the first brace summer 10 along the direction of the first brace summer 10, bottom first, coupling beam 20 is also provided with first and puts more energy into floor, for strengthening the intensity of coupling beam 20 bottom first.First column 30 is erected on the first brace summer 10 by coupling beam 20 interval bottom first, and bottom first, coupling beam 20 plays the effect connecting multiple first column 30.First top coupling beam 40 is located on the first column 30, for being coupled together by multiple first column 30.In the present embodiment, be spaced apart 1100mm between the first adjacent three the first columns 30, be spaced apart 1000mm between all the other adjacent two first columns 30, the first column 30 is i iron.In the present embodiment, the first thickness of putting more energy into floor is 10mm.
Corresponding, bottom second, coupling beam 21 is positioned on the second brace summer 11 along the direction of the second brace summer 11, bottom second, coupling beam 21 is also provided with second and puts more energy into floor, for strengthening the intensity of coupling beam 21 bottom second.Second column 31 is erected on the second brace summer 11 by coupling beam 21 interval bottom second, and bottom second, coupling beam 21 plays the effect connecting multiple second column 31.Second top coupling beam 41 is located on the second column 31, for being coupled together by multiple second column 31.In the present embodiment, be spaced apart 1100mm between the first adjacent three the second columns 31, be spaced apart 1000mm between all the other adjacent two second columns 31, the second column 31 is i iron.In the present embodiment, the second thickness of putting more energy into floor is 10mm.
Upper girder truss 50 is located at the first top coupling beam 40 and the second top coupling beam 41, and upper girder truss 50 plays the effect the first top coupling beam 40 and the second top coupling beam 41 coupled together.Lower girder truss 51 correspondence be located at girder truss 50 below, be located at the first column 30 and the second column 31, lower girder truss 51 is for connecting the first column 30 and the second column 31.Obliquely between upper girder truss 50 and lower girder truss 51 be connected with truss purlins 52.Truss purlins 52 plays the supporting capacity strengthening upper girder truss 50 and lower girder truss 51, makes the utility model Support Channel structure more firmly stable.In the present embodiment, upper girder truss 50 and lower girder truss 51 are i iron, truss purlins 52 angle steel.
Upper girder truss 50 is also interval with steel bar end 90, and in the present embodiment, the length of steel bar end 90 is 100mm.Steel bar end 90 can be used for follow-uply playing the effect be connected and fixed when building full hall scaffold.
As shown in Figure 2, bottom first, purlin 60 is oblique is connected to coupling beam 20 bottom the first column 30 and first, forms three-legged structure, form stable braced structures bottom first bottom purlin 60, first column 30 and first between coupling beam 20.First top purlin 70 is oblique to be connected to the first column 30 and to form three-legged structure between the first top coupling beam 40, first top purlin 70, first column 30 and the first top coupling beam 40, forms stable braced structures.In the present embodiment, purlin 60 and the first top purlin 70 are angle steel bottom first.
Accordingly, bottom second, purlin 61 is oblique is connected to coupling beam 21 bottom the second column 31 and second, forms three-legged structure, form stable braced structures bottom second bottom purlin 61, second column 31 and second between coupling beam 21.Second top purlin 71 is oblique to be connected to the second column 31 and to form three-legged structure between the second top coupling beam 41, second top purlin 71, second column 31 and the second top coupling beam 41, forms stable braced structures.In the present embodiment, purlin 61 and the second top purlin 71 are angle steel bottom second.
In the present embodiment, for increasing overall stability, the first forked frame 80 interconnection in the first column 30, particularly, four ends of the first forked frame 80 be connected to first bottom purlin 60 and the first top purlin 70.Accordingly, the second forked frame 81 interconnection in the second column 31, particularly, four ends of the second forked frame 81 be connected to second bottom purlin 61 and the second top purlin 71.In the present embodiment, the first forked frame 80 and the second forked frame 81 are angle steel.
Below the construction method of the utility model Support Channel structure is explained:
First, according to the utility model Support Channel structure answer the upper structure type of use to calculate the size of full hall scaffold load.
Then combine on-the-spot conventional i iron, channel-section steel specifications and models, select stress model and Type of Welding by Force Calculation.
Then the construction be welded to connect of support is carried out according to the utility model Support Channel structure.
After the utility model Support Channel structure construction completes, structure carries out the erection construction of bracing frame at an upper portion thereof.
The beneficial effect of the utility model Support Channel structure is:
The utility model Support Channel structure is by coupling together formation braced structures by multiple tracks brace summer and column, full hall scaffold inner support system is set up on the top of braced structures, braced structures can ensure the normal construction of superstructure, passage normal pass can be formed at the bottom of braced structures, thus solve in bar structure construction, need wait supporting frame removed rear just can the problem of normal pass, facilitate interchange operation, can raise the efficiency, accelerate construction progress, draw materials simple, easy construction, and detachable, can use be had enough to meet the need.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain of the present utility model.
Claims (6)
1. a Support Channel structure, is characterized in that, comprising:
The first brace summer on basis and the second brace summer is located at side by side along described channel direction;
The first column of described first brace summer is erected on by coupling beam interval bottom first;
The second column of described second brace summer is erected on by coupling beam interval bottom second;
Be located at the first top coupling beam on described first column;
Be located at the second top coupling beam on described second column; And
Be located at the upper girder truss of described first top coupling beam and the second top coupling beam, correspondence is located at below described upper girder truss, is located at the lower girder truss of described first column and described second column, obliquely between described upper girder truss and described lower girder truss is connected with truss purlins.
2. Support Channel structure as claimed in claim 1, is characterized in that, also comprise:
Oblique be connected to coupling beam bottom described first column and described first first bottom purlin; And
Oblique be connected to coupling beam bottom described second column and described second second bottom purlin.
3. Support Channel structure as claimed in claim 2, is characterized in that, also comprise:
Oblique the first top purlin being connected to described first column and described first top coupling beam; And
Oblique the second top purlin being connected to described second column and described second top coupling beam.
4. Support Channel structure as claimed in claim 3, is characterized in that, also comprise:
Interconnection in the first forked frame of described first column, described first forked frame be connected to described first bottom purlin and the first top purlin; And
Interconnection in the second forked frame of described second column, described second forked frame be connected to described second bottom purlin and the second top purlin.
5. Support Channel structure as claimed in claim 4, it is characterized in that, described first brace summer and the second brace summer are concrete reinforcement beam.
6. Support Channel structure as claimed in claim 5, is characterized in that, also comprise:
Be located at first of coupling beam bottom described first column and described first to put more energy into floor; And
Be located at second of coupling beam bottom described second column and described second to put more energy into floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520781098.9U CN205116776U (en) | 2015-10-10 | 2015-10-10 | Support access structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520781098.9U CN205116776U (en) | 2015-10-10 | 2015-10-10 | Support access structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205116776U true CN205116776U (en) | 2016-03-30 |
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ID=55572395
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520781098.9U Expired - Fee Related CN205116776U (en) | 2015-10-10 | 2015-10-10 | Support access structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205116776U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457972A (en) * | 2018-12-26 | 2019-03-12 | 上海建工七建集团有限公司 | Steel platform and its application construction method for the construction of subway entrance upper cover |
| CN109812014A (en) * | 2019-01-07 | 2019-05-28 | 中亿丰建设集团股份有限公司 | A kind of door frame construction method not influencing traffic |
-
2015
- 2015-10-10 CN CN201520781098.9U patent/CN205116776U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457972A (en) * | 2018-12-26 | 2019-03-12 | 上海建工七建集团有限公司 | Steel platform and its application construction method for the construction of subway entrance upper cover |
| CN109812014A (en) * | 2019-01-07 | 2019-05-28 | 中亿丰建设集团股份有限公司 | A kind of door frame construction method not influencing traffic |
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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 |
Granted publication date: 20160330 Termination date: 20201010 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |