CN203939238U - For a flask board of epirelief concrete member formwork device - Google Patents
For a flask board of epirelief concrete member formwork device Download PDFInfo
- Publication number
- CN203939238U CN203939238U CN201420341196.6U CN201420341196U CN203939238U CN 203939238 U CN203939238 U CN 203939238U CN 201420341196 U CN201420341196 U CN 201420341196U CN 203939238 U CN203939238 U CN 203939238U
- Authority
- CN
- China
- Prior art keywords
- epirelief
- flask board
- concrete member
- keeper
- formwork device
- 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 - Lifetime
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 13
- 239000002184 metal Substances 0.000 claims abstract description 4
- 230000002787 reinforcement Effects 0.000 claims description 24
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000007547 defect Effects 0.000 abstract description 3
- 239000002023 wood Substances 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000013475 authorization Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses an a kind of flask board for epirelief concrete member formwork device.Use dumb for overcoming existing erecting device, wood consumption is large, all inconvenience of carrying, storage, the yielding defect of making moist, the technical solution adopted in the utility model comprises inner formword and exterior sheathing, the inner side of inner formword and the outside of exterior sheathing are all fixed with metal framework, described framework comprises joint face for connecting with corresponding template screw and the supporting surface perpendicular to joint face, the bottom of two frameworks is by least one lower keeper location, and top is by keeper location at least one.Its advantage is: utilize many group rest template splicings to form pouring loop, make the size of erecting device to realize adjustablely by increasing or reduce the quantity of flask board, use flexibly, the consumption of timber is few, and be convenient to carrying and storage, be also difficult for being out of shape because making moist.
Description
Technical field
The utility model relates to architectural furniture field, specifically an a kind of flask board for epirelief concrete member formwork device.
Background technology
Epirelief concrete component is for example, use functional requirement in order to meet building (kitchen and toilet), and in the time running into hole or marginal portion, that does has certain thickness, certain altitude and the concrete component that is connected as a single entity of surrounding concrete plate.
Notice of authorization number is that the utility model patent of CN202969925U discloses " a kind of flange concrete one-shot forming erecting device ", this device surrounds a pouring loop by all-in-one-piece square inner side wooden form and square outside wooden form, fixing with inner U-shaped hoop and U-shaped of outside between interior side form and outer side mold, after installation, concrete casts directly in pouring loop, can ensure the accuracy in the concrete position of flange and cross section, can ensure that again flange concrete and structure floor link together effectively, form an entirety.The defect of this device is: the size of square wooden form is fixed, the pouring loop size forming also immobilizes, use dumb, especially in the skimble-scamble situation of multiple kitchen and toilet sizes, the wooden form that needs prefabricated many group different sizes, wood consumption is large; And the volume of square wooden form is large, all inconvenience of carrying, storage; In addition, large-sized wooden form also existence and stability poor, make moist yielding and cause the inaccurate problem of sectional dimension.
Summary of the invention
Technical problem to be solved in the utility model is to overcome the defect that above-mentioned prior art exists, an a kind of flask board for epirelief concrete member formwork device is provided, utilize many group rest template splicings to form pouring loop, make the size of erecting device to realize adjustable by the quantity that increases or reduce a flask board, use flexibly, the consumption of timber is few, and is convenient to carrying and storage, is also difficult for being out of shape because making moist.
For this reason, the technical solution adopted in the utility model is as follows: for a flask board of epirelief concrete member formwork device, its technical characterictic is, it comprises inner formword and exterior sheathing, the inner side of inner formword and the outside of exterior sheathing are all fixed with metal framework, described framework comprises joint face for connecting with corresponding template screw and the supporting surface perpendicular to joint face, and the bottom of two frameworks is by least one lower keeper location, and locate by least one upper keeper on top.
The architecture advances of original square wooden form of monolithic is served as reasons to organize the structures that rest template splicings form more, in the time of the concrete component of cast different size, the quantity that only needs to increase or reduce a flask board, is used flexibly, has reduced the consumption of timber simultaneously; And the volume of a flask board is little, compared with all-in-one-piece square wooden form, be convenient to carrying, storage, be also difficult for being out of shape because making moist; In addition, prop up the simple in structure, firm of flask board.
As improvement, described lower keeper comprises that a horizontally disposed connecting reinforcement and two are symmetricly set on the vertical reinforcement at connecting reinforcement two ends; Two frameworks are all placed on connecting reinforcement, and two vertical reinforcements lay respectively at the outside of two frameworks.This setting, makes the simple in structure of lower keeper, good positioning effect, and also lower keeper is the pouring concrete beam directly and around erecting device or plate welding in the time of assembling, and the intensity of reinforcing bar is high, is also convenient to welding.
As improvement, described lower keeper has two, and is symmetricly set on the arranged on left and right sides of template.This setting, makes support, the locating effect of lower keeper to template better.
As improvement, described upper keeper is an angle steel, and the two ends symmetry of the bottom surface of angle steel is offered two bar holes, wears positioning bolt in bar hole, on the upper supporting surface of described two frameworks, offers respectively the hole corresponding with positioning bolt.This setting, make positioning bolt to adjust position by slip in bar hole, thereby adapt to the width between inner formword and exterior sheathing, it is the breadth of section of concrete component, (the lower keeper in a flask board combines together with concrete component after casting complete, upper keeper, two templates, two frameworks all can reuse), use more flexibly, can meet the requirement to concrete component different cross section width.
As improvement, described upper keeper has three, is separately positioned on three places, left, center, right of template.This setting, makes equally distributed upper keeper better to the locating effect of two templates.
As improvement, the middle part of described framework also vertically arranges a reinforcement, and the two ends of this reinforcement are connected with the upper and lower dual-side of framework respectively.This setting, makes the intensity of framework higher.
The beneficial effects of the utility model are mainly reflected in: first, whole erecting device forms by organizing rest template splicing more, in the time of the concrete component of cast different size, only needs to increase or reduce the quantity of a flask board, use flexibly, reduced the consumption of timber simultaneously; The second, the volume of a flask board is little, compared with all-in-one-piece square wooden form, is convenient to carrying, storage, is also difficult for being out of shape because making moist; The 3rd, the lower keeper propping up in flask board combines together with concrete component after casting complete, upper keeper, two templates, two frameworks all can reuse, positioning bolt can be by sliding and adjust position in bar hole, thereby adapt to the width between inner formword and exterior sheathing, be the breadth of section of concrete component, use more flexibly, can meet the requirement to concrete component different cross section width.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is explosive view of the present utility model.
Fig. 3 is the utility model structural representation in use.
Shown in figure: 1, inner formword, 2, exterior sheathing, 3, framework, 31, joint face, 32, supporting surface, 33, reinforcement, 4, lower keeper, 41, connecting reinforcement, 42, vertical reinforcement, 5, upper keeper, 51, bar hole, 52, positioning bolt.
Detailed description of the invention
Below in conjunction with specification drawings and specific embodiments, the utility model is described in further detail.
The flask board for epirelief concrete member formwork device as shown in Figure 1 and Figure 2, it comprises inner formword 1 and exterior sheathing 2, the outside of the inner side of inner formword 1 and exterior sheathing 2 is all fixed with metal framework 3, described framework 3 comprises joint face 31 for connecting with corresponding template screw and the supporting surface 32 perpendicular to joint face 31, locate by two lower keepers 4 bottom of two frameworks 3, and locate by three upper keepers 5 on top.
Described lower keeper 4 comprises that a horizontally disposed connecting reinforcement 41 and two are symmetricly set on the vertical reinforcement 42 at connecting reinforcement 41 two ends; Two frameworks 3 are all placed on connecting reinforcement 41, and two vertical reinforcements 42 lay respectively at the outside of two frameworks 3.Two lower keepers 4 are symmetricly set on the arranged on left and right sides of template.
Described upper keeper 5 is an angle steel, and the two ends symmetry of the bottom surface of angle steel is offered two bar holes 51, wears positioning bolt 52 in bar hole 51, on the upper supporting surface of described two frameworks 3, offers respectively the hole corresponding with positioning bolt 52.Three upper keepers 5 are separately positioned on three places, left, center, right of template.
The middle part of described framework 3 also vertically arranges a reinforcement 33, and the two ends of this reinforcement 33 are connected with the upper and lower dual-side of framework 3 respectively.
As shown in Figure 3, in the time of assembling, many groups flask board head and the tail are spliced to form square pouring loop, concrete casts directly in pouring loop, can ensure the accuracy in position and the cross section of concrete component, can ensure that again concrete component and structure floor link together effectively, form an entirety, improved structure from water resistance.Complete after cast, the lower keeper 4 in flask board combines together with concrete component, and upper keeper 5, two templates, two frameworks 3 all can reuse.Positioning bolt 52 can be by adjusting position in the interior slip of bar hole 51, thereby adapt to the width between inner formword 1 and exterior sheathing 2, i.e. the breadth of section of concrete component uses more flexibly, can meet the requirement to concrete component different cross section width.
Below be only described with regard to the utility model preferred embodiment, but can not be interpreted as it is limitations on claims.The utility model is not only confined to above embodiment, and its concrete structure allows to change.All various variations of doing in the protection domain of the utility model independent claims are all in protection domain of the present utility model.
Claims (6)
1. for the flask board of epirelief concrete member formwork device, it is characterized in that: it comprises inner formword (1) and exterior sheathing (2), the outside of the inner side of inner formword (1) and exterior sheathing (2) is all fixed with metal framework (3), described framework (3) comprises joint face (31) for connecting with corresponding template screw and the supporting surface (32) perpendicular to joint face (31), the bottom of two frameworks (3) is by least one lower keeper (4) location, and top is by keeper (5) location at least one.
2. the flask board for epirelief concrete member formwork device according to claim 1, is characterized in that: described lower keeper (4) comprises that a horizontally disposed connecting reinforcement (41) and two are symmetricly set on the vertical reinforcement (42) at connecting reinforcement (41) two ends; It is upper that two frameworks (3) are all placed in connecting reinforcement (41), and two vertical reinforcements (42) lay respectively at the outside of two frameworks (3).
3. the flask board for epirelief concrete member formwork device according to claim 2, is characterized in that: described lower keeper (4) has two, and is symmetricly set on the arranged on left and right sides of template.
4. the flask board for epirelief concrete member formwork device according to claim 1, it is characterized in that: described upper keeper (5) is an angle steel, the two ends symmetry of the bottom surface of angle steel is offered two bar holes (51), in bar hole (51), wear positioning bolt (52), on the upper supporting surface of described two frameworks (3), offer respectively the hole corresponding with positioning bolt (52).
5. the flask board for epirelief concrete member formwork device according to claim 4, is characterized in that: described upper keeper (5) has three, is separately positioned on three places, left, center, right of template.
6. the flask board for epirelief concrete member formwork device according to claim 1, it is characterized in that: the middle part of described framework (3) also vertically arranges a reinforcement (33), the two ends of this reinforcement (33) are connected with the upper and lower dual-side of framework (3) respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420341196.6U CN203939238U (en) | 2014-06-24 | 2014-06-24 | For a flask board of epirelief concrete member formwork device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420341196.6U CN203939238U (en) | 2014-06-24 | 2014-06-24 | For a flask board of epirelief concrete member formwork device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203939238U true CN203939238U (en) | 2014-11-12 |
Family
ID=51858563
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420341196.6U Expired - Lifetime CN203939238U (en) | 2014-06-24 | 2014-06-24 | For a flask board of epirelief concrete member formwork device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203939238U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320702A (en) * | 2016-09-13 | 2017-01-11 | 上海二十冶建设有限公司 | Tool for adjusting inner diameter of water beam stand column pouring formwork and adjusting method of tool |
| CN107090928A (en) * | 2017-06-21 | 2017-08-25 | 远东幕墙制品（深圳）有限公司 | A kind of expansion type unit curtain wall construction and its mounting process |
| CN110424721A (en) * | 2019-07-24 | 2019-11-08 | 中国十七冶集团有限公司 | A kind of form bracing system and construction method |
| CN112459482A (en) * | 2020-11-30 | 2021-03-09 | 晟通科技集团有限公司 | Subside position template reinforcing component and subside position template frame |
-
2014
- 2014-06-24 CN CN201420341196.6U patent/CN203939238U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320702A (en) * | 2016-09-13 | 2017-01-11 | 上海二十冶建设有限公司 | Tool for adjusting inner diameter of water beam stand column pouring formwork and adjusting method of tool |
| CN107090928A (en) * | 2017-06-21 | 2017-08-25 | 远东幕墙制品（深圳）有限公司 | A kind of expansion type unit curtain wall construction and its mounting process |
| CN107090928B (en) * | 2017-06-21 | 2019-08-20 | 远东恒辉幕墙(珠海)有限公司 | A kind of expansion type unit curtain wall construction and its mounting process |
| CN110424721A (en) * | 2019-07-24 | 2019-11-08 | 中国十七冶集团有限公司 | A kind of form bracing system and construction method |
| CN112459482A (en) * | 2020-11-30 | 2021-03-09 | 晟通科技集团有限公司 | Subside position template reinforcing component and subside position template frame |
| CN112459482B (en) * | 2020-11-30 | 2022-07-22 | 晟通科技集团有限公司 | Settlement part formwork reinforcement assembly and settling part formwork frame |
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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 | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141112 |