CN206053309U - A kind of beam forms installs supporting construction - Google Patents
A kind of beam forms installs supporting construction Download PDFInfo
- Publication number
- CN206053309U CN206053309U CN201621023441.4U CN201621023441U CN206053309U CN 206053309 U CN206053309 U CN 206053309U CN 201621023441 U CN201621023441 U CN 201621023441U CN 206053309 U CN206053309 U CN 206053309U
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- horizontal tray
- support
- steel pipe
- slab form
- jacking
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Abstract
This utility model is applied to construction engineering technical field, a kind of beam forms is provided supporting construction is installed, including slab form, beam bottom mother plate and side template, horizontal tray is provided with below the slab form and beam bottom mother plate, the horizontal tray and slab form, Os Draconis are lined between beam bottom mother plate, the many steel pipe supports vertically placed are provided with below the horizontal tray, insert jacking in every steel pipe support top, the jacking top braces are in horizontal tray bottom surface, support block is additionally provided with the outside of the side template, horizontal tray below the slab form is contacted and secures the above support block.This utility model Stability Analysis of Structures, by arranging Os Draconis and jacking to adapt to the beam and floor of differing heights so that intrinsic safety cartridge support structure has higher versatility.
Description
Technical field
This utility model belongs to technical field of building construction, more particularly to a kind of beam forms installs supporting construction.
Background technology
Beam forms installing engineering can be all carried out in Building Construction, is installed especially for beam forms, is determined
Construction quality quality.Current beam forms is installed supporting construction and directly builds steel pipe scaffold, but due to current length of steel pipe
There is which to fix specification requirement, scaffold building height not necessarily general various engineerings, therefore be many times required in template
Bottom is overlapped as supporting construction with the steel pipe of different length, and is fixed with snap close piece, not only needs substantial amounts of snap close piece,
And supporting steel pipe belongs to eccentric force, the integrally-built stability of scaffold is so influenced whether.
Utility model content
In view of the above problems, the purpose of this utility model is to provide a kind of beam forms to install supporting construction, it is intended to solved
The poor technical problem of existing mounting structure versatility.
This utility model is adopted the following technical scheme that：
The beam forms installs supporting construction includes slab form, beam bottom mother plate and side template, the slab form and
Horizontal tray is provided with below beam bottom mother plate, Os Draconis, the water between the horizontal tray and slab form, beam bottom mother plate, is lined with
Lift and below frame, be provided with many steel pipe supports vertically placed, jacking is inserted on every steel pipe support top, at the top of the jacking
Horizontal tray bottom surface is supported in, the steel pipe support bottom is provided with backing plate, level company is set at spacing intervals in short transverse
Frame is connect, it is solid by snap close piece between the horizontal tray and vertical steel pipe supporting support below the level connection joint frame, beam bottom mother plate
It is fixed, support block is additionally provided with the outside of the side template, the horizontal tray below the slab form is contacted and is secured the above and props up
Bracer, while support block bottom is stated in the spine support residence below the beam bottom mother plate, is installed between the support block of both sides to drawing
Bolt.
Further, the jacking includes notch groove supporting plate upward, is welded with corrugated tubing below the groove supporting plate,
Floor is welded between the corrugated tubing top sidewall and groove supporting plate bottom surface, support is screwed with the corrugated tubing and is covered, described
Lid is supportted for regular hexagon, the support lid is formed with circular counter bore, the diameter of the circular counter bore and the steel bottom-up
Pipe holder external diameter matches.
Further, the Os Draconis are flitch, and adjacent flitch spacing is not more than 300mm, and horizontal tray is steel pipe, beam side
Support block on the outside of plate is flitch.
The beneficial effects of the utility model are：This utility model is by under slab form, beam bottom mother plate and side template
Side arranges Os Draconis and horizontal tray, it is ensured that pad effect can be played while floor and soffit planarization, to adapt to not
Level beam and floor, in addition, height-adjustable jacking is arranged at the top of steel pipe support, further realize overall of adjustment
Support height so that intrinsic safety cartridge support structure has higher versatility.
Description of the drawings
Fig. 1 is the structure chart that beam forms installs supporting construction.
Fig. 2 is the enlarged drawing that beam forms installs part in supporting construction；
Fig. 3 is the structure chart of jacking.
Specific embodiment
In order that the purpose of this utility model, technical scheme and advantage become more apparent, below in conjunction with accompanying drawing and enforcement
Example, is further elaborated to this utility model.It should be appreciated that specific embodiment described herein is only to explain
This utility model, is not used to limit this utility model.
In order to illustrate technical scheme described in the utility model, illustrate below by specific embodiment.
As shown in Figure 1, 2, the beam forms that the present embodiment is provided installs supporting construction includes slab form 12, beam bottom mother plate 11
With side template 13, horizontal tray 2, the horizontal tray 2 and beam below the slab form 12 and beam bottom mother plate 11, are provided with
Os Draconis 3 are lined between end template 11, slab form 12, a many steel pipes vertically placed below the horizontal tray 2, are provided with
Frame 4, every 4 top of steel pipe support insert jacking 5, and 5 top braces of the jacking are in 2 bottom surface of horizontal tray, the steel pipe support 4
Bottom is provided with backing plate 6, arranges level connection joint frame 7, the level connection joint frame 7, beam bottom mother plate at spacing intervals in short transverse
Fixed by snap close piece between the horizontal tray 2 and steel pipe support 4 of lower section, on the outside of the side template 13, be additionally provided with support block 8,
Horizontal tray below the slab form 12 contacts and secures the above support block 8, while below the beam bottom mother plate 11
8 bottom of support block is stated in spine support residence, and split bolt 9 is installed between the support block of both sides.By the split bolt, Os Draconis
And the horizontal tray below template die plate realizes the fixation of support block.
Axis and horizontal control lines are released by the floor axis and elevation line released first during concrete installation, axis need to draw
To beam bottom, and steel pipe support and level connection joint frame are set up, then installation form, Os Draconis and horizontal tray and jacking, the dragon
Bone is flitch, and spacing is not more than 300mm, draws the levelling Os Draconis of logical line.Beam draws the logical line of level during formwork, it is ensured that beam size,
Position it is accurate, and by horizontal control lines check beam bottom absolute altitude.During beam span >=4m, in the middle part of beam bottom arch camber 2 ‰ on request.
Beam side is finally installed, and is connected as a single entity with slab form, by the angle for adjusting steel pipe support, and checked with sash weight,
Ensure the perpendicularity of side form.
In intrinsic safety cartridge support structure, jacking and Os Draconis can adjust integrated support height so that the versatility of this structure
It is very strong, it is adapted to the form work engineering construction of various height.And by steel pipe support, horizontal tray, Os Draconis are rationally set with
And the position of jacking so that overall structure is more stable.
As a kind of concrete structure of the jacking, as shown in figure 3, the jacking 5 includes notch groove supporting plate upward
51, corrugated tubing 52 is welded with below the groove supporting plate 51, is welded between 52 top sidewall of the corrugated tubing and groove supporting plate bottom surface
Floor 53 is connected to, support lid 54 on the corrugated tubing 52, is screwed with, the support lid 54 is regular hexagon, and the support lid is from bottom
Circular counter bore is upwardly formed, the diameter of the circular counter bore is matched with the steel pipe support external diameter.It is in this structure, described recessed
The notch of groove supporting plate 51 is used to support horizontal tray, prevents horizontal tray from rocking.The height supported by jacking as needed
Degree, turns support lid 54 to after proper height, corrugated tubing 52 is inserted into steel pipe support top, and now steel pipe support top is just
In the circular counter bore for supporting lid, it is further ensured that corrugated tubing will not be rocked.During support, it is found that certain jacking is supported
During insufficient height, it is also possible to which support lid 54 is directly turned with spanner carries out adaptation regulation.
Finally it is further preferred that the support side of covering also is screwed with screw thread gasket ring, to prevent long-time from using rear support
Lid rollback.
Preferred embodiments of the present utility model are the foregoing is only, it is not to limit this utility model, all in this reality
With any modification, equivalent and improvement made within new spirit and principle etc., should be included in of the present utility model
Within protection domain.
Claims (3)
1. a kind of beam forms installs supporting construction, it is characterised in that including slab form, beam bottom mother plate and side template, described
Horizontal tray is provided with below slab form and beam bottom mother plate, is lined between the horizontal tray and slab form, beam bottom mother plate
Os Draconis, are provided with many steel pipe supports vertically placed below the horizontal tray, jacking, institute are inserted in every steel pipe support top
Jacking top braces are stated in horizontal tray bottom surface, the steel pipe support bottom is provided with backing plate, in short transverse at spacing intervals
Level connection joint frame is set, between the horizontal tray and steel pipe support below the level connection joint frame, beam bottom mother plate, passes through snap close piece
It is fixed, support block is additionally provided with the outside of the side template, the horizontal tray below the slab form is contacted and is secured the above
Support block, while support block bottom is stated in the spine support residence below the beam bottom mother plate, it is right to be installed between the support block of both sides
Draw bolt.
2. beam forms as claimed in claim 1 installs supporting construction, it is characterised in that the jacking includes notch groove upward
Supporting plate, is welded with corrugated tubing, is welded between the corrugated tubing top sidewall and groove supporting plate bottom surface below the groove supporting plate
Floor, is screwed with support lid on the corrugated tubing, described to support lid for regular hexagon, the support lid is formed with circle bottom-up
Shape counterbore, the diameter of the circular counter bore are matched with the steel pipe support external diameter.
3. beam forms as claimed in claim 2 installs supporting construction, it is characterised in that the Os Draconis are flitch, between adjacent flitch
Away from no more than 300mm, horizontal tray is steel pipe, and the support block on the outside of side template is flitch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621023441.4U CN206053309U (en) | 2016-08-31 | 2016-08-31 | A kind of beam forms installs supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621023441.4U CN206053309U (en) | 2016-08-31 | 2016-08-31 | A kind of beam forms installs supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206053309U true CN206053309U (en) | 2017-03-29 |
Family
ID=58374376
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621023441.4U Active CN206053309U (en) | 2016-08-31 | 2016-08-31 | A kind of beam forms installs supporting construction |
Country Status (1)
| Country | Link |
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| CN (1) | CN206053309U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914792A (en) * | 2019-04-01 | 2019-06-21 | 南京桥新建设有限公司 | A kind of underground garage beam form board supporting structure and construction method |
| CN113719153A (en) * | 2021-08-09 | 2021-11-30 | 上海建工七建集团有限公司 | Temporary support and mounting method thereof |
| CN113863665A (en) * | 2021-10-08 | 2021-12-31 | 贵州建工集团第一建筑工程有限责任公司 | Beam slab formwork support building method |
| CN114109033A (en) * | 2021-12-29 | 2022-03-01 | 南通鼎仑建设工程有限公司 | Early-dismantling construction process for bottom formwork of beam with frame structure |
| CN116181060A (en) * | 2023-02-28 | 2023-05-30 | 汤和新材料科技股份有限公司 | Jacking and keel fixing device |
-
2016
- 2016-08-31 CN CN201621023441.4U patent/CN206053309U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914792A (en) * | 2019-04-01 | 2019-06-21 | 南京桥新建设有限公司 | A kind of underground garage beam form board supporting structure and construction method |
| CN109914792B (en) * | 2019-04-01 | 2021-03-09 | 南京桥新建设有限公司 | Underground garage beam formwork construction method |
| CN113719153A (en) * | 2021-08-09 | 2021-11-30 | 上海建工七建集团有限公司 | Temporary support and mounting method thereof |
| CN113863665A (en) * | 2021-10-08 | 2021-12-31 | 贵州建工集团第一建筑工程有限责任公司 | Beam slab formwork support building method |
| CN114109033A (en) * | 2021-12-29 | 2022-03-01 | 南通鼎仑建设工程有限公司 | Early-dismantling construction process for bottom formwork of beam with frame structure |
| CN114109033B (en) * | 2021-12-29 | 2023-03-07 | 南通鼎仑建设工程有限公司 | Early-dismantling construction process for bottom formwork of beam with frame structure |
| CN116181060A (en) * | 2023-02-28 | 2023-05-30 | 汤和新材料科技股份有限公司 | Jacking and keel fixing device |
| CN116181060B (en) * | 2023-02-28 | 2024-03-15 | 汤和新材料科技股份有限公司 | Jacking and keel fixing device |
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