CN203939241U - A kind of sloping core support system - Google Patents
A kind of sloping core support system Download PDFInfo
- Publication number
- CN203939241U CN203939241U CN201420214843.7U CN201420214843U CN203939241U CN 203939241 U CN203939241 U CN 203939241U CN 201420214843 U CN201420214843 U CN 201420214843U CN 203939241 U CN203939241 U CN 203939241U
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- China
- Prior art keywords
- floor
- fixedly arranged
- junction plate
- support system
- sloping core
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- 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.)
- Expired - Lifetime
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- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 4
- 210000003205 muscle Anatomy 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 210000001015 abdomen Anatomy 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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Abstract
The utility model relates to a kind of sloping core support system, comprise some upper connectors that can be fixedly arranged on floor, can be fixedly arranged on some lower connector and some floor support plates on lower floor, the upper/lower terminal of each floor support plate is fixedly arranged on respectively on each upper connector and each lower connector, and some floor support plates are arranged side by side on same inclined-plane.The upper connector of above-mentioned sloping core support system and lower connector are fixedly arranged on respectively on floor and lower floor, each floor support plate upper, lower end is fixedly arranged on respectively on upper connector and lower connector, some floor support plates are arranged side by side on same inclined-plane, before building, form support system, and after building without dismounting, as permanent stress system, like this, stabilized structure, simple to operation, the floor support plate of making directly can be installed on upper floor and lower floor, without using scaffold, working procedure is less, can effectively reduce construction operation amount, shorten construction period.
Description
Technical field
The utility model belongs to the realm of building construction, relates in particular to a kind of sloping core support system.
Background technology
In structure of reinforced concrete, need to build temporary supporting system, still dominate of template temporary supporting system.But, set up in a large number the reinforced concrete structure (for example sloping core reinforced concrete structure) as temporary supporting system such as template for not possessing, prior art is generally first set up after full hall scaffold, on the basis of full hall scaffold, set up and be obliquely installed template again, as temporary supporting system, like this, need to increase by approximately 60%～70% sloping core reinforcing bar binding amount, working procedure is loaded down with trivial details, has greatly increased sloping core construction period.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of stabilized structure, sloping core support system simple to operation.
The utility model is to realize like this, a kind of sloping core support system is provided, comprise some upper connectors that can be fixedly arranged on floor, can be fixedly arranged on some lower connector and some floor support plates on lower floor, the upper/lower terminal of each floor support plate is fixedly arranged on respectively on each upper connector and each lower connector, and described some floor support plates are arranged side by side on same inclined-plane.
Further, described upper connector comprises first, second junction plate, and described the first junction plate is fixedly arranged on described upper floor, and described the second junction plate is fixedly arranged on described the first junction plate, and the upper end of each floor support plate is fixedly arranged on described the second junction plate.
Further, described the second junction plate is fixedly arranged on one end of described the first junction plate, and with its formation the first angle.
Further, described the first angle is obtuse angle.
Further, described upper connector side along continuous straight runs of floor on described distributes.
Further, described lower connector comprises the 3rd, the 4th junction plate, and described the 3rd junction plate is fixedly arranged on described lower floor, and described the 4th junction plate is fixedly arranged on described the 3rd junction plate, and the lower end of each floor support plate is fixedly arranged on described the 4th junction plate.
Further, described the 4th junction plate is fixedly arranged on one end of described the 3rd junction plate, and with its formation the second angle.
Further, described the second angle is obtuse angle.
Further, described lower connector distributes at a side along continuous straight runs of described lower floor.
Further, described floor support plate is steel bar truss floor support plate.
Compared with prior art, the upper connector of sloping core support system of the present utility model and lower connector are fixedly arranged on respectively on floor and lower floor, each floor support plate upper, lower end is fixedly arranged on respectively on upper connector and lower connector, some floor support plates are arranged side by side on same inclined-plane, before building, form support system, and after building without dismounting, as permanent stress system, like this, stabilized structure, simple to operation, the floor support plate of making directly can be installed on upper floor and lower floor, without using scaffold, working procedure is less, can effectively reduce construction operation amount, shorten construction period.
Brief description of the drawings
Fig. 1 is the front elevational schematic of the utility model sloping core support system;
Fig. 2 is A-A generalized section embodiment illustrated in fig. 1;
Fig. 3 is the local enlarged diagram of I part in Fig. 2;
Fig. 4 is the local enlarged diagram of II part in Fig. 2.
Detailed description of the invention
In order to make technical problem to be solved in the utility model, technical scheme and beneficial effect clearer, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein is only in order to explain the utility model, and be not used in restriction the utility model.
As depicted in figs. 1 and 2, be a preferred embodiment of the present utility model, this sloping core support system comprises some upper connectors 100, some lower connectors 200 and some floor support plates 300.(in Fig. 1,1 is basis, and 4 is batter post).
Please with reference to Fig. 3, some upper connectors 100 along continuous straight runs in a side of upper floor 2 distributes, each upper connector 100 comprises the first junction plate 110 and the second junction plate 120, the first junction plate 110 is fixedly arranged on floor 2, the second junction plate 120 is fixedly arranged on one end of the first junction plate 110, and forms the first angle with the first junction plate 110.In the present embodiment, the first angle is obtuse angle.Particularly, upper floor 2 comprises upper strata floor 21 and upper floor beam 22, and upper strata floor 21 is arranged at upper floor beam 22 tops, and the first junction plate 110 is fixedly arranged on the bottom of upper floor beam 22.
Please with reference to Fig. 4, some lower connectors 200 distribute at a lower floor 3 side along continuous straight runs corresponding with some upper connectors 100, each lower connector 200 comprises the 3rd junction plate 210 and the 4th junction plate 220, the 3rd junction plate 210 is fixedly arranged on lower floor 3, the 4th junction plate 220 is fixedly arranged on one end of the 3rd junction plate 210, and forms the second angle with the 3rd junction plate 210.In the present embodiment, the second angle is obtuse angle.Particularly, lower floor 3 comprises lower floor's floor 31 and lower floor beam 32, and lower floor's floor 31 is arranged at lower floor beam 32 tops, and the 3rd junction plate 210 is fixedly arranged on the top of lower floor beam 32.
Each floor support plate 300 comprises steel bar girder structure 310 and galvanized sheet 320, and galvanized sheet 320 is fixedly arranged on muscle trussed construction 310 belows.Particularly, steel bar girder structure 310 comprise wind up 311, lower edge 312 and abdomen muscle 313, abdomen muscle 313 be connected in wind up 311 and lower edge 312 between, galvanized sheet 320 is fixedly arranged on lower edge 312.The upper end of each floor support plate 300 is fixedly arranged on each the second junction plate 120, and its lower end is fixedly arranged on each the 4th junction plate 220, and some floor support plates 300 are arranged side by side on same inclined-plane.
In the present embodiment, the first junction plate 110, the second junction plate 120, the 3rd junction plate 210 and the 4th junction plate 220 are steel plate, and the first angle is 114 degree, and the second angle is 156 degree, and floor support plate 300 is steel bar truss floor support plate.
In structure of reinforced concrete, need to build sloping core structure between upper floor 2 and lower floor 3 time, first upper connector 100 and lower connector 200 are fixedly arranged on respectively on upper floor 2 and lower floor 3, the upper and lower end of each floor support plate 300 is fixedly arranged on respectively on upper connector 100 and lower connector 200, and some floor support plates 300 are arranged side by side on same inclined-plane.Like this, just, formed the support system of sloping core structure.
The steel bar girder structure 310 of some floor support plates 300 is as the vertical muscle of sloping core structure; Then, set firmly some horizontal principal rods on some floor support plates 300, every horizontal principal rod is perpendicular to the length direction setting of each floor support plate 300, and some horizontal principal rod parallel interval arrange, as the horizontal bar of sloping core structure.Finally, build on this basis, form sloping core structure.
The upper connector 100 of above-mentioned sloping core support system and lower connector 200 are fixedly arranged on respectively on floor 2 and lower floor 3, each floor support plate 300 upper, lower end is fixedly arranged on respectively on upper connector 100 and lower connector 200, some floor support plates 300 are arranged side by side on same inclined-plane, before building, form support system, and after building without dismounting, as permanent stress system, like this, stabilized structure, simple to operation, the floor support plate of making 300 directly can be installed on upper floor 2 and lower floor 3, without using scaffold, working procedure is less, can effectively reduce construction operation amount, shorten construction period.
These are only preferred embodiment of the present utility model, not in order to limit the utility model, all any amendments of doing within spirit of the present utility model and principle, be equal to and replace and improvement etc., within all should being included in protection domain of the present utility model.
Claims (10)
1. a sloping core support system, it is characterized in that, comprise some upper connectors that can be fixedly arranged on floor, can be fixedly arranged on some lower connector and some floor support plates on lower floor, the upper/lower terminal of each floor support plate is fixedly arranged on respectively on each upper connector and each lower connector, and described some floor support plates are arranged side by side on same inclined-plane.
2. sloping core support system as claimed in claim 1, it is characterized in that, described upper connector comprises first, second junction plate, described the first junction plate is fixedly arranged on described upper floor, described the second junction plate is fixedly arranged on described the first junction plate, and the upper end of each floor support plate is fixedly arranged on described the second junction plate.
3. sloping core support system as claimed in claim 2, is characterized in that, described the second junction plate is fixedly arranged on one end of described the first junction plate, and with its formation the first angle.
4. sloping core support system as claimed in claim 3, is characterized in that, described the first angle is obtuse angle.
5. the sloping core support system as described in any one in claim 1 to 4, is characterized in that, described upper connector side along continuous straight runs of floor on described distributes.
6. sloping core support system as claimed in claim 1, it is characterized in that, described lower connector comprises the 3rd, the 4th junction plate, described the 3rd junction plate is fixedly arranged on described lower floor, described the 4th junction plate is fixedly arranged on described the 3rd junction plate, and the lower end of each floor support plate is fixedly arranged on described the 4th junction plate.
7. sloping core support system as claimed in claim 6, is characterized in that, described the 4th junction plate is fixedly arranged on one end of described the 3rd junction plate, and with its formation the second angle.
8. sloping core support system as claimed in claim 7, is characterized in that, described the second angle is obtuse angle.
9. the sloping core support system as described in claim 1,6,7 or 8, is characterized in that, described lower connector distributes at a side along continuous straight runs of described lower floor.
10. sloping core support system as claimed in claim 1, is characterized in that, described floor support plate is steel bar truss floor support plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420214843.7U CN203939241U (en) | 2014-04-29 | 2014-04-29 | A kind of sloping core support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420214843.7U CN203939241U (en) | 2014-04-29 | 2014-04-29 | A kind of sloping core support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203939241U true CN203939241U (en) | 2014-11-12 |
Family
ID=51858566
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420214843.7U Expired - Lifetime CN203939241U (en) | 2014-04-29 | 2014-04-29 | A kind of sloping core support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203939241U (en) |
-
2014
- 2014-04-29 CN CN201420214843.7U patent/CN203939241U/en not_active Expired - Lifetime
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141112 |
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| CX01 | Expiry of patent term |