CN205558256U - Two concrete construction die carrier systems that prop separation - Google Patents
Two concrete construction die carrier systems that prop separation Download PDFInfo
- Publication number
- CN205558256U CN205558256U CN201620359811.5U CN201620359811U CN205558256U CN 205558256 U CN205558256 U CN 205558256U CN 201620359811 U CN201620359811 U CN 201620359811U CN 205558256 U CN205558256 U CN 205558256U
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- CN
- China
- Prior art keywords
- support
- maintenance
- vertical rod
- frame
- concrete
- Prior art date
- 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 - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 38
- 238000000926 separation method Methods 0.000 title abstract 2
- 230000033228 biological regulation Effects 0.000 claims abstract description 42
- 238000012423 maintenance Methods 0.000 claims abstract description 39
- 238000009415 formwork Methods 0.000 claims description 26
- 208000004067 Flatfoot Diseases 0.000 claims description 3
- 125000004122 cyclic group Chemical group 0.000 abstract description 4
- 239000003381 stabilizer Substances 0.000 abstract 2
- 230000000694 effects Effects 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 208000031481 Pathologic Constriction Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000001351 cycling effect Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000009711 regulatory function Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 210000001215 vagina Anatomy 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a two concrete construction die carrier systems that prop separation, include: the maintenance of supporting under the frame template is propped, the maintenance is propped and is established stabilizer blade, the edge of being fixed in the holding surface including immediately regulation pole setting that the stabilizer blade can be adjusted from top to bottom and locate support frame on the holding surface, and support in operation under the frame template is propped, the operation is propped to establish immediately and is fixed in the holding surface and with the crisscross setting is propped in the maintenance. On the frame template behind the concreting, get into the concrete maintenance during stage, prop the operation to demolish and carry out the cyclic utilization that is under construction, only stay the maintenance to prop the support as frame template and concrete, the one side can satisfy the requirement of the support intensity of concrete maintenance, and on the other hand is still quick to carry out cyclic utilization with the pole setting, has effectively reduced the use amount of job site pole setting, the further construction cost that has saved.
Description
Technical field
This utility model relates to the realm of building construction, refers in particular to the concrete construction mould bases that a kind of two supports separate
System.
Background technology
Template is a large amount of important tool used in construction.China's traditional handicraft uses plywood to do
Template, flitch is decided, secondary beam, and low bearing capacity is fragile, and lumber consumption is big, and operating efficiency is low,
Artificial consuming is many, it is impossible to early tear open, and security incident takes place frequently, and is increasingly denounced by industry.
Owing to conventional template exists above-mentioned various problem, frame template is adopted in work progress
Ratio increasing.The structure of frame template is to arrange frame knot in the back side surrounding of stencil body
Structure, it is simple to the splicing between template connects, and template also serves the effect of reinforcing.
In work progress, for guaranteeing the stability of strutting system of frame template, need under frame template
Support substantial amounts of vertical rod, provide support force by vertical rod for frame template.Substantial amounts of vertical rod is supported in limit
Need under frame template could remove when concrete setting reaches form removal requirement so that vertical rod recycles
Cycle is long, and job site needs to be equipped with substantial amounts of vertical rod building materials could meet use, adds and is constructed into
This.
Utility model content
The purpose of this utility model is to overcome the defect of prior art, it is provided that it is mixed that a kind of two supports separate
Solidifying soil construction formwork system, solves job site vertical rod and recycles cycle length and need to be equipped with substantial amounts of vertical
Bar building materials and bring increase construction cost problem.
The technical scheme realizing above-mentioned purpose is:
The concrete construction formwork system that a kind of two supports of this utility model separate, including:
Being supported in the maintenance support under frame template, described maintenance support includes erecting is fixed on supporting surface
Leg, can the regulation vertical rod of up-down adjustment and be located at the support on described supporting surface along described leg
Frame, frame template described in described regulation vertical rod top braces, support frame as described above is sheathed on described regulation and stands
On bar, by screw togather wear support frame as described above and against described regulation vertical rod top bracing member realize with described
Being fastenedly connected of regulation vertical rod；And
Being supported in the operation support under described frame template, described operation support erects is fixed on described support
Face and with described maintenance support be crisscross arranged.
Use operation support and maintenance to support the bottom support as frame template, and friendship is supportted in operation support and maintenance
Wrong setting, on frame template after casting concrete, when entering the concrete curing stage, will operation
Recycling of carrying out constructing is removed in support, only stays maintenance to support as frame template and the support of concrete,
On the one hand disclosure satisfy that the requirement of the support strength of concrete curing, the most quickly by vertical rod
It is circulated utilization, effectively reduces the usage amount of job site vertical rod, further save construction
Cost.
Further improvement is that of the concrete construction formwork system that this utility model two support separates, described
Leg includes base and the support bar being erected on base, and described base is fixing with described supporting surface even
Connect.
Further improvement is that of the concrete construction formwork system that this utility model two support separates, described
Bracing frame include being sheathed on the sleeve pipe in described regulation vertical rod and with described telescopic joint multiple diagonal braces
Bar, described hound skewed horizontal load is on described supporting surface.
Further improvement is that of the concrete construction formwork system that this utility model two support separates, described
The top end of described leg is located at by sleeve pipe.
Further improvement is that of the concrete construction formwork system that this utility model two support separates, described
The screw of the described top bracing member of multiple connection is offered on sleeve pipe.
Further improvement is that of the concrete construction formwork system that this utility model two support separates, described
Top bracing member is flat foot bolt.
Accompanying drawing explanation
Fig. 1 is that the concrete construction formwork system that this utility model two support separates is supported in frame template
Structural representation.
Fig. 2 is that the concrete construction formwork system that this utility model two support separates waters on frame template
Build the structural representation after concrete.
Fig. 3 is that in the concrete construction formwork system that this utility model two support separates, the structure of maintenance support is shown
It is intended to.
Fig. 4 is the decomposition knot of maintenance support in the concrete construction formwork system that this utility model two support separates
Structure schematic diagram.
Detailed description of the invention
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
This utility model provides the concrete construction formwork system that a kind of two supports separate, and is supported in frame
The bottom of template, opposite side frame template is played a supporting role.Refering to Fig. 1 and Fig. 2, of the present utility model
The concrete construction formwork system that two supports separate includes maintenance support and the operation support of supporting frame template,
Before concreting, now walk about on template owing to having workmen so that frame template
Have the phenomenon of movement, so the stability requirement to template is higher, supportted and operate support by maintenance altogether
With carrying out supporting frame template, it can be ensured that the stability of strutting system of frame template.Pour mixed in frame template
After solidifying soil, being put into the concrete curing stage, now concrete and frame template are in standing shape
State, no one person walks about on template, so the support force required by the vertical rod bottom template is relatively
Little, now operation support dismounting is circulated use, retains maintenance support supporting frame template and concrete,
Be enough to supporting frame template until concrete setting by maintenance support, more together rest care-supporting during form removal and tear open
Except.This utility model improves the cyclic utilization rate of operation support, decreases job site and is equipped with vertical
The consumption of bar, reduces construction cost.The coagulation below in conjunction with the accompanying drawings this utility model two support separated
Soil construction formwork system illustrates.
Refering to Fig. 1, it is shown that the concrete construction formwork system that this utility model two support separates is supported in
The structural representation of frame template.Below in conjunction with Fig. 1, the concrete that this utility model two support is separated
Construction formwork system illustrates.
As it is shown in figure 1, the concrete construction formwork system that this utility model two support separates includes that maintenance is supportted
20 are supported under frame template 12 with operation support 30, maintenance support 20, and are erected on supporting surface 11
On, operation support 30 is also supported on frame template 12, and erects and be fixed on supporting surface 11,
Operation support 30 and maintenance support 20 are crisscross arranged.It is crisscross arranged by maintenance support 20 and operation support 30,
On frame template 12 after casting concrete, operation support 30 dismounting can be made to continue cycling through
With, as in figure 2 it is shown, after concrete 13 pours, stay maintenance to support on frame template 12
20 are supported frame template 12 and concrete 13, until after concrete 13 reaches some strength,
When removing frame template 12, another with removing maintenance support 20.
Shown in Fig. 3 and Fig. 4, maintenance support 20 includes leg 21, regulation vertical rod 23 and supports
Frame 22, this leg 21 erects and is fixed on supporting surface 11, and regulation vertical rod 23 can be upper and lower along leg 21
Regulation, to adjust bearing height, the top braces frame template of this regulation vertical rod 23, bracing frame 22
Propping up and be located on supporting surface 11, bracing frame 22 is set in regulation vertical rod 23, props up by screwing togather to wear
Support 22 top bracing member against regulation vertical rod 23 realize and regulate being fastenedly connected of vertical rod 23.
By arranging a bracing frame 22 being located on supporting surface 11, the structure increasing maintenance support 20 is strong
Degree and steadiness, to meet the requirement of the support strength of frame template.Regulation vertical rod 23 is designed as
Can move up and down to regulate height along leg 21 so that the adjusting position of regulation vertical rod 23 is positioned at regulation
The bottom of vertical rod 23, this adjusting position, near supporting surface 11, can facilitate operator to be adjusted
Operation, it is to avoid adjusting position is positioned at the regulation inconvenience of eminence and needs by step ladder isostructural existing
As.Maintenance support 20 has regulatory function, and easy to adjust, the advantage that structural stability is good.
Leg 21 includes base 211 and support bar 212, and base 211 is fixedly connected on supporting surface
On 11, supporting surface 11 can be ground, it is also possible to be flooring.Support bar 212 erects at base 211
On, support bar 212 is the basis that regulation vertical rod 23 provides regulation.Regulation vertical rod 23 and support bar
Regulative mode between 212, can be any one in existing regulative mode, both can make spiral shell
The regulative mode of stricture of vagina, is i.e. provided with, on regulation stock 21 and leg 21, the screw thread matched, passes through spiral shell
The incompatible regulation realizing height.The mode of sheathed connection can also be made, as shown in Figure 4, at Fig. 4
In shown structure, regulation vertical rod 23 through bracing frame 22 and is set on support bar 212, regulation
Vertical rod 23 can move up and down along leg 21, is fixed by bracing frame 22 when fixing.
The support bar 212 of leg 21 can be short steel pipes, and length is less than one meter, regulates vertical rod 212
For long steel pipe, length can select according to the needs of bearing height.
As shown in Figure 3 and Figure 4, bracing frame 22 includes sleeve pipe 221, hound 222 and shores
Part 223, sleeve pipe 221 is set in regulation vertical rod 23, and hound 222 is connected with sleeve pipe 221, and
Hound 222 is multiple, and hound 222 skewed horizontal load is on supporting surface 11, by hound 222
Installing fixing by sleeve pipe 221, sleeve pipe 221 has again certain restriction effect to regulation vertical rod 23, anti-
Stop toppling of regulation vertical rod 23.
Further, top bracing member 223 screws togather and wears sleeve pipe 221, and top bracing member 223 wears sleeve pipe 221
End against regulation vertical rod 23, by top bracing member 223 lean fasten regulation vertical rod 23, right
Regulation vertical rod 23 also acts fixing effect.
The sleeve pipe 221 of bracing frame 22 is set in the top end of corresponding support bar 211 in regulation vertical rod 23,
Support bar 211 and the firm of regulation vertical rod 23 are all played certain reinforcement effect.
Sleeve pipe 221 offers the screw of multiple connection top bracing member 223, multiple top bracing member is set
223, the stability of regulation vertical rod 23 can be strengthened.This top bracing member 223 preferably flat foot bolt.
It is preferred that the operation support 30 in this utility model is also height-adjustable structure, such as grasp
Making support 30 is two sleeve pipes that are setting up and down and that mutually screw togather, realizes height by being screwed together
Regulation, to adapt to the support of the frame template 12 of differing heights.As it is shown in figure 1, this utility model
The concrete construction formwork systems that separate of two supports be supported in the bottom of frame template 12, frame template
12 splicings are arranged, and have installed multiple adjustable support structure in the bottom of frame template 12, including behaviour
Make support 30 and maintenance support 20, operation support 30 and maintenance support 20 and be adjustable for height support bar, energy
Enough adapt to the frame template 12 of differing heights.After having poured concrete on frame template 12, as
Shown in Fig. 2, dismantling operation becomes 30, retains maintenance and supports 20 supporting frame templates 12 and concrete 13,
20 stabilized structures are supportted in maintenance, it is possible to meet the support maintenance demand of concrete, this utility model one side
Face improves the cyclic utilization rate of operation support, on the other hand also ensure that the firm supporting that maintenance is supportted, real
Show solid and reliable supporting construction.
Having the beneficial effect that of the concrete construction formwork system that this utility model two support separates
Use operation support and maintenance to support the bottom support as frame template, and friendship is supportted in operation support and maintenance
Wrong setting, on frame template after casting concrete, when entering the concrete curing stage, will operation
Recycling of carrying out constructing is removed in support, only stays maintenance to support as frame template and the support of concrete,
On the one hand disclosure satisfy that the requirement of the support strength of concrete curing, the most quickly by vertical rod
It is circulated utilization, effectively reduces the usage amount of job site vertical rod, further save construction
Cost.
Scalable regulates vertical rod sleeve be located on leg, adjusting position is provided close at supporting surface, side
Just regulating operation, the regulation for supporting construction brings facility.For guaranteeing to regulate the stability of vertical rod,
Sheathed bracing frame in regulation vertical rod, improves the steadiness of supported rod erecting by bracing frame.
Above in association with accompanying drawing embodiment, this utility model is described in detail, ordinary skill in this area
This utility model can be made many variations example by personnel according to the above description.Thus, some in embodiment
Details should not constitute restriction of the present utility model, and this utility model will define with appended claims
Scope is as protection domain of the present utility model.
Claims (6)
1. the concrete construction formwork system that a support separates, it is characterised in that including:
Being supported in the maintenance support under frame template, described maintenance support includes erecting is fixed on supporting surface
Leg, can the regulation vertical rod of up-down adjustment and be located at the support on described supporting surface along described leg
Frame, frame template described in described regulation vertical rod top braces, support frame as described above is sheathed on described regulation and stands
On bar, by screw togather wear support frame as described above and against described regulation vertical rod top bracing member realize with described
Being fastenedly connected of regulation vertical rod；And
Being supported in the operation support under described frame template, described operation support erects is fixed on described support
Face and with described maintenance support be crisscross arranged.
The concrete construction formwork system that two supports the most as claimed in claim 1 separate, its feature exists
In, described leg includes base and the support bar being erected on described base, described base and described
Support face is fixing to be connected.
The concrete construction formwork system that two supports the most as claimed in claim 1 separate, its feature exists
Include being sheathed on the sleeve pipe in described regulation vertical rod and telescopic joint many with described in, support frame as described above
Individual hound, described hound skewed horizontal load is on described supporting surface.
The concrete construction formwork system that two supports the most as claimed in claim 3 separate, its feature exists
In, the top end of described leg is located at by described sleeve pipe.
The concrete construction formwork system that two supports the most as claimed in claim 3 separate, its feature exists
In, described sleeve pipe offers the screw of the described top bracing member of multiple connection.
6. the concrete construction formwork system that two supports as described in claim 1 or 5 separate, its feature
Being, described top bracing member is flat foot bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620359811.5U CN205558256U (en) | 2016-04-26 | 2016-04-26 | Two concrete construction die carrier systems that prop separation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620359811.5U CN205558256U (en) | 2016-04-26 | 2016-04-26 | Two concrete construction die carrier systems that prop separation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205558256U true CN205558256U (en) | 2016-09-07 |
Family
ID=56807691
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620359811.5U Expired - Fee Related CN205558256U (en) | 2016-04-26 | 2016-04-26 | Two concrete construction die carrier systems that prop separation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205558256U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113266401A (en) * | 2021-05-17 | 2021-08-17 | 中交一公局集团有限公司 | Waterproof board operation trolley for tunnel construction |
-
2016
- 2016-04-26 CN CN201620359811.5U patent/CN205558256U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113266401A (en) * | 2021-05-17 | 2021-08-17 | 中交一公局集团有限公司 | Waterproof board operation trolley for tunnel construction |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160907 |