CN206591815U - Cast-in-situ concrete structure horizontal shuttering Fast-dismantle system - Google Patents
Cast-in-situ concrete structure horizontal shuttering Fast-dismantle system Download PDFInfo
- Publication number
- CN206591815U CN206591815U CN201720308963.7U CN201720308963U CN206591815U CN 206591815 U CN206591815 U CN 206591815U CN 201720308963 U CN201720308963 U CN 201720308963U CN 206591815 U CN206591815 U CN 206591815U
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- CN
- China
- Prior art keywords
- bracket
- plate
- fast
- rod erecting
- supported rod
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- 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
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Abstract
The utility model is related to template or the supporting structure field of framework on floor or roof, disclose a kind of cast-in-situ concrete structure horizontal shuttering Fast-dismantle system, it includes plate bed die plate, beam bottom mother plate, Fast detachable unit and supporting steel pipe, Fast detachable unit includes top bracket, bottom bracket, lifting nut, attaching nut and supported rod erecting, top bracket is fixed on supported rod erecting top, bottom bracket is set on supported rod erecting by perforate, bottom bracket is arranged with lifting nut, for adjusting and fixing bottom bracket, supported rod erecting bottom is additionally provided with attaching nut, for connecting supported rod erecting and supporting steel pipe；Reserved opening on plate bed die plate and beam bottom mother plate, top bracket is arranged in reserved opening, directly contacts concrete bottom；During Fast detachable unit supporting plate bottom, bottom bracket is close to top bracket；During Fast detachable unit support beam bottom, bottom bracket is supported under beam sill side.The utility model is used cooperatively with conventional template support system, is reduced the usage amount of plank sheathing, is reduced the waste of timber.
Description
Technical field
The utility model is related to template or the supporting structure field of framework on floor or roof, in particular to one
Plant cast-in-situ concrete structure horizontal shuttering Fast-dismantle system.
Background technology
The existing disposable input cost of template Fast-dismantle system is too high, increases engineering cost, along with enterprise is subsequently new
Engineering is not full, causes the Fast-dismantle system of input and can not continuously be used in turn, so existing Fast-dismantle system is in most of enterprise
Promote not open, cause the increasing of existing plank sheathing usage amount, waste resource.In order to not increase the cost and drop of support system
Fast detachable unit is designed to coordinate, it is necessary to one kind can be used in combination with existing conventional template support system by the waste of low template
The scheme that existing template system is used together.
Utility model content
Main purpose of the present utility model be provide it is a kind of can be combined with traditional form bracing system it is new
Cast-in-situ concrete structure horizontal shuttering Fast-dismantle system, on the basis of cost is not increased, reaches the Quick Release effect of support system and template,
The use of plank sheathing is reduced, the waste of timber is reduced, the energy is saved.
To achieve these goals, the utility model uses following technical scheme：
A kind of cast-in-situ concrete structure horizontal shuttering Fast-dismantle system, including the plate bed die plate of supporting construction plate, supporting construction beam
Beam bottom mother plate, Fast detachable unit and supporting steel pipe, Fast detachable unit include top bracket, bottom bracket, lifting nut, attaching nut and support
Vertical rod, top bracket is fixed on supported rod erecting top, and bottom bracket is set on supported rod erecting by perforate, below bottom bracket
Lifting nut is provided with, for adjusting and fixing bottom bracket, supported rod erecting bottom is additionally provided with attaching nut, for that will support
Vertical rod is connected with supporting steel pipe；Reserved opening on plate bed die plate and beam bottom mother plate, top bracket is arranged in reserved opening, directly
Contact concrete bottom；When Fast detachable unit is used for supporting plate bottom, bottom bracket is close to top bracket；When Fast detachable unit is used for support beam bottom,
Bottom bracket is supported in the flitch bottom below beam bottom mother plate.
Further, plate bed die plate and beam bottom mother plate are cut into two sections along reserved opening centre position.
Further, the area of bottom bracket is more than top bracket.
Further, supported rod erecting uses length for 500mm bolt.
The utility model has the advantages that：Fast-dismantle system of the present utility model can be with conventional template support system
Use cooperatively, form new template Fast-dismantle system, Fast detachable unit low manufacture cost does not increase engineering cost, reduces making for plank sheathing
Consumption, reduces the waste of timber；And operative is simple and easy to apply, requiring no professional training can also complete, can extensive use
In Practical Project, with dissemination.
Brief description of the drawings
Fig. 1 is the utility model structural representation；
Wherein, above-mentioned accompanying drawing is marked including the following drawings：1st, structural slab；2nd, plate bed die plate；3rd, structural beams；4th, beam bottom board
Plate；5th, supporting steel pipe；6th, top bracket；7th, bottom bracket；8th, lifting nut；9th, attaching nut；10th, supported rod erecting；11st, it is wooden
Side.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As shown in figure 1, a kind of cast-in-situ concrete structure horizontal shuttering Fast-dismantle system, including supporting construction plate 1 plate bed die plate 2,
Beam bottom mother plate 4, Fast detachable unit and the supporting steel pipe 5 of supporting construction beam 3, Fast detachable unit include top bracket 6, bottom bracket 7, lifting spiral shell
Mother 8, attaching nut 9 and supported rod erecting 10, top bracket are fixed on supported rod erecting top, and bottom bracket is set in branch by perforate
Support in vertical rod, lifting nut is provided below in bottom bracket, for adjusting and fixing bottom bracket, supported rod erecting bottom is also set up
There is attaching nut, for supported rod erecting to be connected with supporting steel pipe.Supported rod erecting uses length for 500mm bolt.
Reserved opening on plate bed die plate and beam bottom mother plate, top bracket is arranged in reserved opening, directly contacts concrete bottom；
When Fast detachable unit is used for supporting plate bottom, bottom bracket is close to top bracket, and the area of bottom bracket is held in the palm more than top
Plate, the plank sheathing for supporting top bracket periphery prevents from deforming and spillage during concrete placings；
When Fast detachable unit is used for support beam bottom, flitch 11 is provided with below beam bottom mother plate, bottom bracket is supported in flitch 11
Bottom.
Removed for the ease of the later stage of template, plate bed die plate and beam bottom mother plate are cut into two along reserved opening centre position
Section.
The branch of Fast-dismantle system is taken：Supporting steel pipe is installed first, making supporting steel pipe formation, spacing is not more than 2 meters vertical in length and breadth
Supported rod erecting, is then installed on supporting steel pipe by protection support lattice；According to the size of top bracket, in plate bed die plate and beam bottom board
Reserved opening on plate, reserved opening centre position is cut into two sections, and adjustment attaching nut is transferred to Fast detachable unit top bracket absolute altitude
The bottom of concrete plate or beam, top bracket is contacted as template with concrete plate (or beam) bottom；If for supporting plate bottom, adjustment lifting spiral shell
Mother makes bottom bracket be close to top bracket, the plank sheathing in branch support iron plate periphery, prevents from deforming and spillage during concrete placings；Such as
Fruit is used for the support of beam bottom, and flitch is placed in bottom bracket, and then adjusting lifting nut makes flitch withstand on below beam bottom mother plate.
The dismounting of Fast-dismantle system：Loosening lifting nut declines bottom bracket and beam sill side, by plate bed die plate and beam bottom
Template is removed respectively along cutting position can be used in turn in construct next time.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is not limited to, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all it is of the present utility model spirit and principle
Within, any modification, equivalent substitution and improvements made etc. should be included within protection domain of the present utility model.
Claims (4)
1. a kind of cast-in-situ concrete structure horizontal shuttering Fast-dismantle system, includes plate bed die plate (2), the supporting construction of supporting construction plate (1)
Beam bottom mother plate (4), Fast detachable unit and the supporting steel pipe (5) of beam (3), it is characterised in that Fast detachable unit includes top bracket (6), bottom
Supporting plate (7), lifting nut (8), attaching nut (9) and supported rod erecting (10), top bracket (6) are fixed on supported rod erecting (10) top
End, bottom bracket (7) is set on supported rod erecting (10) by perforate, and lifting nut (8) is provided below in bottom bracket (7),
For adjusting and fixed bottom bracket (7), supported rod erecting (10) bottom is additionally provided with attaching nut (9), for by supported rod erecting
(10) it is connected with supporting steel pipe (5)；Reserved opening on plate bed die plate (2) and beam bottom mother plate (4), top bracket (6) is arranged in pre-
Box out is intraoral, directly contacts concrete bottom；When Fast detachable unit is used for supporting plate bottom, bottom bracket (7) is close to top bracket (6)；When fast
When disassembling for support beam bottom, bottom bracket (7) is supported in flitch (11) bottom below beam bottom mother plate (4).
2. cast-in-situ concrete structure horizontal shuttering Fast-dismantle system according to claim 1, it is characterised in that plate bed die plate (2) and
Beam bottom mother plate (4) is cut into two sections along reserved opening centre position.
3. cast-in-situ concrete structure horizontal shuttering Fast-dismantle system according to claim 1, it is characterised in that bottom bracket (7)
Area is more than top bracket (6).
4. cast-in-situ concrete structure horizontal shuttering Fast-dismantle system according to claim 1, it is characterised in that supported rod erecting (10) is adopted
The bolt for being 500mm with length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720308963.7U CN206591815U (en) | 2017-03-27 | 2017-03-27 | Cast-in-situ concrete structure horizontal shuttering Fast-dismantle system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720308963.7U CN206591815U (en) | 2017-03-27 | 2017-03-27 | Cast-in-situ concrete structure horizontal shuttering Fast-dismantle system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206591815U true CN206591815U (en) | 2017-10-27 |
Family
ID=60121745
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720308963.7U Expired - Fee Related CN206591815U (en) | 2017-03-27 | 2017-03-27 | Cast-in-situ concrete structure horizontal shuttering Fast-dismantle system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206591815U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110499911A (en) * | 2019-09-04 | 2019-11-26 | 重庆建工第二建设有限公司 | A kind of alter-pouring strips mould plate separate adjustable support construction |
| WO2020048451A1 (en) * | 2018-09-04 | 2020-03-12 | 庄善行 | Height-adjustable support and support device using same |
-
2017
- 2017-03-27 CN CN201720308963.7U patent/CN206591815U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020048451A1 (en) * | 2018-09-04 | 2020-03-12 | 庄善行 | Height-adjustable support and support device using same |
| CN110499911A (en) * | 2019-09-04 | 2019-11-26 | 重庆建工第二建设有限公司 | A kind of alter-pouring strips mould plate separate adjustable support construction |
| CN110499911B (en) * | 2019-09-04 | 2021-11-23 | 重庆建工第二建设有限公司 | Supporting structure with adjustable post-cast strip template separation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20171027 Termination date: 20210327 |