CN205224590U - Reinforced structure of construction concrete component node template - Google Patents
Reinforced structure of construction concrete component node template Download PDFInfo
- Publication number
- CN205224590U CN205224590U CN201521067917.XU CN201521067917U CN205224590U CN 205224590 U CN205224590 U CN 205224590U CN 201521067917 U CN201521067917 U CN 201521067917U CN 205224590 U CN205224590 U CN 205224590U
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- lumps
- wood
- time rib
- nut
- butterfly
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a building construction assistant equipment specifically is reinforced structure of construction concrete component node template. It includes the lumps of wood (1) that reinforced concrete roof beam outside top was equipped with, lumps of wood minor rib (2) that the below was equipped with, its characterized in that: the below of lumps of wood minor rib (2) be equipped with L type design support (3), L type design support (3) is by horizontal pole (301), make rather than perpendicular vertical pole (302) welding that sets up, its lumps of wood minor rib (2) outside, vertical pole (302) lower extreme pass through connecting piece (4) and are connected with design steel pipe (5) perpendicularly, it is fixed that butterfly bayonet socket (11) are passed through to its one end of wearing out the lumps of wood (1), it is fixed that butterfly bayonet socket (11) are passed through to the one end of wearing out lumps of wood minor rib (2). Its beneficial effect lies in: simple structure, convenient operation, labour saving and time saving, reinforcement are effectual to solved that beam column joint department reentrant corner is upright, distortion and beam column connect the poor problem of stubble department quality.
Description
Technical field
The utility model relates to the technical field of building operations auxiliary equipment, is specially the ruggedized construction of building operations concrete component node template.
Background technology
Along with the development in city, highrise building is more and more universal.In highrise building, the girder construction of building needs the load that carrying is very large, and cause the girder construction common configuration of building complicated, weight is large, transport is inconvenient.
Construction formwork is construction tool necessary in fluid concrete building structure, and traditional construction formwork comprises wooden form and steel form; In building construction process, generally fix construction steel pipe, mould etc. with a girth member, make the phenomenon of the surfacing no concave-convex injustice such as body of wall, beam, post, existing girth member generally adopts a screw rod, and on screw rod, movable placement two semicircle locator cards, are placed on steel pipe in semi-circular recesses, two locator cards are flexibly connected and screw rod end, after in being fixed on body of wall etc. and building, two ends add top nut respectively and fix, and so just need two people to operate the two ends of girth member respectively.In addition, locator card is designed to semicircle, then diameter of steel tube does not reach half diameter of a circle, needs at least two people's operations, not only waste manpower and time, and consolidation effect is also had a greatly reduced quality, and phenomenon that is not upright, distortion can occur column beam joint place inner corner trim.Therefore, for the problems referred to above, we have developed the ruggedized construction of building operations concrete component node template, its structure is simple, easy to operate, time saving and energy saving, consolidation effect is good, and solve that column beam joint place inner corner trim is not upright, distortion and the ropy problem of beam column joint part.
Utility model content
The purpose of this utility model is for above-described problems of the prior art, a kind of ruggedized construction of building operations concrete component node template is provided, its structure is simple, easy to operate, time saving and energy saving, consolidation effect is good, and solve that column beam joint place inner corner trim is not upright, distortion and the ropy problem of beam column joint part.
In order to realize described object, the utility model specifically adopts following technical scheme:
The ruggedized construction of building operations concrete component node template, it comprises the lumps of wood 1 that outside reinforced concrete beam, top is provided with, the lumps of wood that below is provided with time rib 2; It is characterized in that: the outside of the described lumps of wood time rib 2 is provided with L-type setting bracket 3, L-type setting bracket 3 is welded by the vertical pole 302 of cross bar 301, perpendicular setting and makes; Outside its lumps of wood time rib 2, vertical pole 302 lower end is vertically connected with sizing steel pipe 5 by connector 4; The described lumps of wood 1, the lumps of wood time rib 2 is equipped with the first fixing hole 6, and the second fixing hole 7 concentric that the first fixing hole 6 when installing on the lumps of wood 1, the lumps of wood time rib 2 is provided with reinforced concrete beam; Sleeve pipe 8 is provided with in the second described fixing hole 7, Screw arbor with nut at both-ends 9 is provided with in sleeve pipe 8, Screw arbor with nut at both-ends 9 two ends all pass the lumps of wood 1, the lumps of wood time rib 2, and its both sides, one end passing the lumps of wood 1 are provided with two steel pipes 10 with diameter, and by butterfly bayonet socket 11 by steel pipe 10 and Screw arbor with nut at both-ends 9 end winding support; The one end passing the lumps of wood time rib 2 has also passed the cross bar 301 of L-type setting bracket 3 simultaneously, and its both sides, one end passing cross bar 301 are provided with two steel pipes 10 with diameter, and by butterfly bayonet socket 11 by steel pipe 10 and Screw arbor with nut at both-ends 9 end winding support.
Compared with prior art: the beneficial effects of the utility model are: described column beam joint place uses L
Type setting bracket 3 fixed leg template and beam forms, it is easy to operate, time saving and energy saving, consolidation effect is good, and solve that column beam joint place inner corner trim is not upright, distortion and the ropy problem of beam column joint part.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In figure: the lumps of wood 1, the lumps of wood time rib 2, L-type setting bracket 3, connector 4, sizing steel pipe 5, first fixing hole 6, second fixing hole 7, sleeve pipe 8, Screw arbor with nut at both-ends 9, steel pipe 10, butterfly bayonet socket 11, cross bar 301, vertical pole 302.
Detailed description of the invention
Below in conjunction with accompanying drawing 1, structure of the present utility model and beneficial effect thereof are further illustrated.
Embodiment 1
The ruggedized construction of building operations concrete component node template, as shown in Figure 1, it comprises the lumps of wood 1 that outside reinforced concrete beam, top is provided with, the lumps of wood that below is provided with time rib 2; The outside of the described lumps of wood time rib 2 is provided with L-type setting bracket 3, and L-type setting bracket 3 is welded by the vertical pole 302 of cross bar 301, perpendicular setting and makes; Outside its lumps of wood time rib 2, vertical pole 302 lower end is vertically connected with sizing steel pipe 5 by connector 4; The described lumps of wood 1, the lumps of wood time rib 2 is equipped with the first fixing hole 6, and the second fixing hole 7 concentric that the first fixing hole 6 when installing on the lumps of wood 1, the lumps of wood time rib 2 is provided with reinforced concrete beam; Sleeve pipe 8 is provided with in the second described fixing hole 7, Screw arbor with nut at both-ends 9 is provided with in sleeve pipe 8, Screw arbor with nut at both-ends 9 two ends all pass the lumps of wood 1, the lumps of wood time rib 2, and its both sides, one end passing the lumps of wood 1 are provided with two steel pipes 10 with diameter, and by butterfly bayonet socket 11 by steel pipe 10 and Screw arbor with nut at both-ends 9 end winding support; The one end passing the lumps of wood time rib 2 has also passed the cross bar 301 of L-type setting bracket 3 simultaneously, and its both sides, one end passing cross bar 301 are provided with two steel pipes 10 with diameter, and by butterfly bayonet socket 11 by steel pipe 10 and Screw arbor with nut at both-ends 9 end winding support.
During use, be first arranged on by sleeve pipe 8 in second fixing hole 7, then insert Screw arbor with nut at both-ends 9, its both sides, one end passing the lumps of wood 1 are provided with two steel pipes 10 with diameter, and by butterfly bayonet socket 11 by steel pipe 10 and Screw arbor with nut at both-ends 9 end winding support; The one end passing the lumps of wood time rib 2 has also passed the cross bar 301 of L-type setting bracket 3 simultaneously, its both sides, one end passing cross bar 301 are provided with two steel pipes 10 with diameter, and by butterfly bayonet socket 11 by steel pipe 10 and Screw arbor with nut at both-ends 9 end winding support, then vertical pole 302 lower end is vertically connected with sizing steel pipe 5 by connector 4, it is easy to operate, time saving and energy saving, consolidation effect is good, and solve that column beam joint place inner corner trim is not upright, distortion and the ropy problem of beam column joint part.
In description of the present utility model, term " on ", D score instruction orientation based on orientation shown in the drawings, be only the utility model instead of require that the utility model must operate with specific orientation for convenience of description, therefore can not be interpreted as restriction of the present utility model.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for a person skilled in the art, the utility model can have various modifications and variations.All within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (1)
1. the ruggedized construction of building operations concrete component node template, it comprises the lumps of wood (1) that outside reinforced concrete beam, top is provided with, the lumps of wood that below is provided with time rib (2); It is characterized in that: the outside of the described lumps of wood time rib (2) is provided with L-type setting bracket (3), L-type setting bracket (3) is welded by the vertical pole (302) of cross bar (301), perpendicular setting and makes; Its lumps of wood time rib (2) outside, vertical pole (302) lower end are vertically connected with sizing steel pipe (5) by connector (4); The described lumps of wood (1), the lumps of wood time rib (2) is equipped with the first fixing hole (6), and the second fixing hole (7) concentric that the first fixing hole (6) when installing on the lumps of wood (1), the lumps of wood time rib (2) is provided with reinforced concrete beam; Sleeve pipe (8) is provided with in described the second fixing hole (7), Screw arbor with nut at both-ends (9) is provided with in sleeve pipe (8), Screw arbor with nut at both-ends (9) two ends all pass the lumps of wood (1), the lumps of wood time rib (2), its both sides, one end passing the lumps of wood (1) are provided with two steel pipes with diameter (10), and by butterfly bayonet socket (11) by steel pipe (10) and Screw arbor with nut at both-ends (9) end winding support; The one end passing the lumps of wood time rib (2) has also passed the cross bar (301) of L-type setting bracket (3) simultaneously, its both sides, one end passing cross bar (301) are provided with two steel pipes with diameter (10), and by butterfly bayonet socket (11) by steel pipe (10) and Screw arbor with nut at both-ends (9) end winding support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521067917.XU CN205224590U (en) | 2015-12-21 | 2015-12-21 | Reinforced structure of construction concrete component node template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521067917.XU CN205224590U (en) | 2015-12-21 | 2015-12-21 | Reinforced structure of construction concrete component node template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205224590U true CN205224590U (en) | 2016-05-11 |
Family
ID=55899665
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521067917.XU Expired - Fee Related CN205224590U (en) | 2015-12-21 | 2015-12-21 | Reinforced structure of construction concrete component node template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205224590U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937303A (en) * | 2016-06-08 | 2016-09-14 | 中国十七冶集团有限公司 | Concrete structure wall column corner wood formwork reinforcing method |
-
2015
- 2015-12-21 CN CN201521067917.XU patent/CN205224590U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937303A (en) * | 2016-06-08 | 2016-09-14 | 中国十七冶集团有限公司 | Concrete structure wall column corner wood formwork reinforcing method |
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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: 20160511 Termination date: 20161221 |
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| CF01 | Termination of patent right due to non-payment of annual fee |