CN205908016U - Heavy grade cast in situ concrete inclined roof board formwork system - Google Patents
Heavy grade cast in situ concrete inclined roof board formwork system Download PDFInfo
- Publication number
- CN205908016U CN205908016U CN201620873109.0U CN201620873109U CN205908016U CN 205908016 U CN205908016 U CN 205908016U CN 201620873109 U CN201620873109 U CN 201620873109U CN 205908016 U CN205908016 U CN 205908016U
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- CN
- China
- Prior art keywords
- face mould
- roof boarding
- bed die
- roof
- block
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Abstract
The utility model discloses a heavy grade cast in situ concrete inclined roof board formwork system relates to sloping roof mould technical field. Including roof boarding die block, roof boarding face mould, end modal locking support, the roof boarding die block comprises a plurality of unit die block boards of assembling in end modal locking support, roof boarding face mould is assembled by a plurality of unit face mould and is constituteed, modal locking support in the end is by rectangle underframe and fixed the forming of perpendicular four bounding walls around the rectangle underframe, the left end portion and the right -hand member portion of rectangle underframe have all opened rectangular shape step groove, four angle upper ends of end modal locking support all are fixed with the fixed block, roof boarding face mould upper end all is fixed with the regulating block, equal vertical fixation has adjusting screw on every regulating block, every regulating block all is connected through adjusting screw with the fixed block that corresponds the homonymy, the utility model discloses it adopts wholly assembles the structure, pours the roughness height, and thickness is even, can reduce the construction degree of difficulty.
Description
Technical field
This utility model is related to sloping roof technical field of mold.
Background technology
Pitched roof is beneficial to architectural image, insulation etc., but during pitched roof concrete cast-in-situ, one side concrete
Can flow along slope aspect under gravity, particularly to big slope pitched roof (gradient >=30 °).Another aspect workmen is in slope room
On face, construction safety risk increases, unfavorable operation, thus having a strong impact on concrete formation, closely knit, finally impact concrete quality.
General pitched roof construction method is divided into mounted split pattern method, two-sided clamping plate formwork method, according to practical construction experience, room
Mounted split pattern method can be adopted, the gradient will take two-sided clamping plate formwork method (closing method) more than 30 ° below 30 ° of the face gradient
Construction；Traditional two-sided clamping plate formwork construction is generally required to be vibrated by bar type and makes it closely knit, but working place is narrow, construction
Time is long, and match plate pattern viewing bubble is difficult, so quality control on construction difficulty is big.
In addition, for heavy grade cast-in-place concrete Sloping roof, its thickness leans on supporting steel bar to control, and supporting steel bar is pouring
Afterwards again can not naked in outside that is to say, that supporting steel bar cannot touch on bed die or face mould, so for flatness and thickness
The control of degree also needs to rely on the compensation linkage between bimodulus to control, but, the pull bar running through in concrete increases, then can break
Bad pouring structure, is susceptible to Seepage.
Utility model content
Technical problem to be solved in the utility model, is for above-mentioned technical deficiency, provides a kind of heavy grade
Cast-in-place concrete Sloping roof formwork system, it adopts integral assembling structure, pours flatness height, and thickness uniformly, can reduce and apply
Work difficulty.
The technical solution adopted in the utility model is: provides a kind of heavy grade cast-in-place concrete Sloping roof formwork system, bag
Include roofing plate bed die, roof boarding face mould, bed die locking support；Described roofing plate bed die is assembled in bed die locking support by multiple
Unit end template composition；The bottom of each unit end template is mounted on lower lip block, the bottom of described lower lip block
Portion is spherical concave surface, and the middle part of spherical concave surface is inwardly provided with the groove of rectangular cross-section；Described roof boarding face mould is by multiple lists
First face mould is assemblied to form；Described bed die lock support fixed by rectangle underframe and vertical four coaming plates around rectangle underframe and
Become；The left part of described rectangle underframe and right part all have strip and build groove；Four angles upper end that bed die locks support is all solid
Surely there is fixed block；Described roof boarding face mould upper end is respectively and fixedly provided with regulating block；Adjusting screw rod is all vertically and fixedly provided with each regulating block；
Each regulating block is all connected by adjusting screw rod with the fixed block of corresponding homonymy；The edge of roof boarding face mould is locked with bed die
Four coaming plate slipper seal cooperations of support.
Optimize the technical program further, the bed die of heavy grade cast-in-place concrete Sloping roof formwork system locks the four of support
Individual coaming plate bottom all has strip letdown tank in the horizontal direction；In each strip letdown tank, all interlocking is combined with gear
Bar.
Optimize the technical program, the top surface of the roof boarding face mould of heavy grade cast-in-place concrete Sloping roof formwork system further
Middle part is reserved with rectangle template breach；The interlocking of rectangle template breach is combined with cover plate.
Further optimize the technical program, heavy grade cast-in-place concrete Sloping roof formwork system in rectangle template breach extremely
Between roof boarding face mould edge, the upper surface of roof boarding face mould is at least provided with four reinforcements.
The beneficial effects of the utility model are:
1st, compared with traditional bimodulus support system, in the technical program, unit end template and unit face mould are not direct
Connected by pull bar, but support is locked by bed die and realizes transition connection, concrete face-board for room is so greatly reduced
Run through cavity, it is possible to increase seepage capability and structural strength.In addition, in the technical program, bed die locking support being capable of basis
The drawing of Sloping roof is designed framework in advance, and its reserved strip is built groove and can be made first to pour during concreting
The concrete built and body of wall combine together, so can increase the intensity of Sloping roof, reduce template cutting loss.Roof boarding face mould
It is connected with coaming plate slipper seal, when casting concrete, roof boarding face mould and roof boarding can be changed by rotating regulating bolt
The distance of bed die, increases the concrete amount of entering, and reduces the time that enters of concrete, improves pouring quality.Importantly, mixed
After solidifying soil is poured into, can be by the thickness of the height adjustment concrete of integrally-regulated roof boarding face mould.
2nd, during the business's concrete that vibrates, strip letdown tank can play aerofluxuss, water conservancy diversion, the effect of detection degree of compaction,
Vibrate after terminating, blend stop in interlocking, coaming plate just can play the function of envelope mould.
3rd, business's concrete can be irrigated from rectangle template indentation, there, the distribution speed of such business's concrete is than in Sloping roof top speed more
Hurry up, distribution face is bigger, cooperation roof boarding face mould pressurization, it is possible to increase degree of compaction.In addition, using platform vibrator directly in breach
Vibrating in place, can speed up the distribution of concrete, improves and spreads speed.
4th, all unit face moulds can be fixed into an entirety by reinforcement, in the power applying vertical and Sloping roof direction
When, its enabling capabilities is higher, and in process of vibrating, the amount of deformation is less.
Brief description
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the decomposing schematic representation of Fig. 1；
Fig. 3 is another direction schematic diagram of Fig. 2；
Fig. 4 is the structural representation of lower lip block.
In figure, 1, roofing plate bed die；2nd, roof boarding face mould；3rd, bed die locking support；4th, unit end template；5th, lower supporting pad
Block；6th, spherical concave surface；7th, groove；8th, unit face mould；9th, rectangle underframe；10th, coaming plate；11st, strip builds groove；12nd, fixed block；
13rd, regulating block；14th, adjusting screw rod；15th, strip letdown tank；16th, blend stop；17th, rectangle template breach；18th, cover plate；19th, strengthen
Muscle；20th, nut.
Specific embodiment
With reference to the accompanying drawings and detailed description this utility model is described in further detail.
As Figure 1-4, heavy grade cast-in-place concrete Sloping roof formwork system includes roofing plate bed die 1, roof boarding face mould
2nd, bed die locking support 3；Described roofing plate bed die 1 is made up of multiple unit end templates 4 being assembled in bed die locking support 2；
The bottom of each unit end template 4 is mounted on lower lip block 5, and the bottom of described lower lip block 5 is spherical concave surface 6,
The middle part of spherical concave surface 6 is inwardly provided with the groove 7 of rectangular cross-section；Described roof boarding face mould 2 is assembled by multiple unit face moulds 8
Composition；Described bed die locks support 3 and is formed by rectangle underframe 9 and vertical four coaming plate 10 fixations around rectangle underframe 9；Described
The left part of rectangle underframe 9 and right part all have strip and build groove 11；Four angles upper end that bed die locks support 3 is respectively and fixedly provided with
Fixed block 12；Described roof boarding face mould 2 upper end is respectively and fixedly provided with regulating block 13；All it is vertically and fixedly provided with regulation spiral shell on each regulating block 13
Bar 14；Each regulating block 13 is all connected by adjusting screw rod 14 with the fixed block 12 of corresponding homonymy；The surrounding of roof boarding face mould 2
Edge and bed die lock four coaming plate 10 slipper seal cooperations of support 3；Bed die locks four coaming plate 10 bottoms of support 3 in water
Square all have strip letdown tank 15 upwards；In each strip letdown tank 15, all interlocking is combined with blend stop 16；Roofing plate face
It is reserved with rectangle template breach 17 in the middle part of the top surface of mould 2；Rectangle template breach 17 interlocking is combined with cover plate 18；Lack in rectangle template
Between mouth 17 to roof boarding face mould 2 edge, the upper surface of roof boarding face mould 2 is at least provided with four reinforcements 19.
Propose in the present embodiment is the core texture bimodulus sealing structure in formwork system, and used steel pipe props up
Support, builder's road etc. all using prior art, directly arrange steel pipe support, as described in Figure 4, steel pipe in roofing plate bed die 1 lower end
Top can be directly inserted in lower lip block 5, and can adapt to the gradient of Sloping roof.
In construction, the shape framework bed die according to Sloping roof locks support 3 to the present embodiment first, then that framework is good
Bed die locking support 3 is lifted on the body of wall of correspondence position, makes strip build groove 11 and snaps on body of wall, the oblique room so pouring
Just can be combined together with body of wall in face, so its intensity is higher than fabricated Sloping roof.Then concatenation unit end template 4 is the bottom of at
Roofing plate bed die is constituted on mold lock fixed rack 3, concatenation unit face mould 8 constitutes roof boarding face mould 2.On the unit face mould 8 of corner
Welding regulating block 13 and regulating bolt 14.The pull-up height of adjustment regulating bolt 14, makes roof boarding face mould 2 in an initial condition
For highest state, then to casting concrete in rectangle template breach 17, due between roofing plate bed die 1 and roof boarding face mould 2
Away from larger, so concrete can between produce a certain degree of accumulation, after the completion of pouring, at rectangle template breach 17
Vibrated using platform vibrator, open blend stop 16, during vibrating, the nut 20 of rotation regulating bolt 14, nut 20
Lower end is rotated with fixed block 12 and is connected；Push roof boarding face mould 2, when in all strip letdown tanks 15 all start discharge concrete
And roof boarding rear stopping highly up to standard, finally cover cover plate 18.
Claims (4)
1. a kind of heavy grade cast-in-place concrete Sloping roof formwork system it is characterised in that: include roofing plate bed die (1), roof boarding
Face mould (2), bed die locking support (3)；Described roofing plate bed die (1) locks the unit in support (2) by multiple bed dies that are assembled in
End template (4) forms；The bottom of each unit end template (4) is mounted on lower lip block (5), described lower lip block
(5) bottom is spherical concave surface (6), and the middle part of spherical concave surface (6) is inwardly provided with the groove (7) of rectangular cross-section；Described room
Panel face mould (2) is assemblied to form by multiple unit face moulds (8)；Described bed die locking support (3) is enclosed by rectangle underframe (9) and vertically
Four coaming plate (10) fixations around rectangle underframe (9) form；The left part of described rectangle underframe (9) and right part all have strip
Shape builds groove (11)；Four angles upper end that bed die locks support (3) is respectively and fixedly provided with fixed block (12)；On described roof boarding face mould (2)
End is respectively and fixedly provided with regulating block (13)；Adjusting screw rod (14) is all vertically and fixedly provided with each regulating block (13)；Each regulating block (13)
All connected by adjusting screw rod (14) with the fixed block (12) of corresponding homonymy；The edge of roof boarding face mould (2) is locked with bed die
Four coaming plate (10) slipper seal cooperations of fixed rack (3).
2. heavy grade cast-in-place concrete Sloping roof formwork system according to claim 1 it is characterised in that: bed die locking
Four coaming plate (10) bottoms of frame (3) all have strip letdown tank (15) in the horizontal direction；Each strip letdown tank
(15) in, all interlocking is combined with blend stop (16).
3. heavy grade cast-in-place concrete Sloping roof formwork system according to claim 2 it is characterised in that: roof boarding face mould
(2) it is reserved with rectangle template breach (17) in the middle part of top surface；Rectangle template breach (17) interlocking is combined with cover plate (18).
4. heavy grade cast-in-place concrete Sloping roof formwork system according to claim 3 it is characterised in that: in rectangle template
To roof boarding face mould (2) edge, the upper surface of roof boarding face mould (2) is at least provided with four reinforcements to breach (17)
(19).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620873109.0U CN205908016U (en) | 2016-08-13 | 2016-08-13 | Heavy grade cast in situ concrete inclined roof board formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620873109.0U CN205908016U (en) | 2016-08-13 | 2016-08-13 | Heavy grade cast in situ concrete inclined roof board formwork system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205908016U true CN205908016U (en) | 2017-01-25 |
Family
ID=57802012
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620873109.0U Expired - Fee Related CN205908016U (en) | 2016-08-13 | 2016-08-13 | Heavy grade cast in situ concrete inclined roof board formwork system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205908016U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863716A (en) * | 2021-09-29 | 2021-12-31 | 中国建筑第八工程局有限公司 | Template reinforcing device for controlling descending plate above slope surface |
-
2016
- 2016-08-13 CN CN201620873109.0U patent/CN205908016U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863716A (en) * | 2021-09-29 | 2021-12-31 | 中国建筑第八工程局有限公司 | Template reinforcing device for controlling descending plate above slope surface |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: Wu Ximin Document name: Notification that Application Deemed not to be Proposed |
|
| 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: 20170125 Termination date: 20170813 |