CN209556344U - A kind of inside wall formwork - Google Patents
A kind of inside wall formwork Download PDFInfo
- Publication number
- CN209556344U CN209556344U CN201822216938.3U CN201822216938U CN209556344U CN 209556344 U CN209556344 U CN 209556344U CN 201822216938 U CN201822216938 U CN 201822216938U CN 209556344 U CN209556344 U CN 209556344U
- Authority
- CN
- China
- Prior art keywords
- frame
- left frame
- error resilience
- inside wall
- platform connector
- 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
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Abstract
The utility model discloses a kind of inside wall formworks, including main template body, main template body includes by left frame, left frame, and lower frame connects the framework to be formed and the GMT panel connecting with framework, left frame upper end is welded with the first frame error resilience platform connector, left frame upper end is welded with the second frame error resilience platform connector, first frame error resilience platform connector and the second frame error resilience platform connector are oppositely arranged, the GMT panel upper end corner Liang Ge passes through the first frame error resilience platform connector and the connection of the second frame error resilience platform connector respectively, lower frame medial surface is welded with time rib locating piece, welding helps the portion of tearing open on the lateral surface of lower frame, this structural panel material is low in cost, production cost can be reduced, and panel uses GMT composite construction, guarantee it with good bearing strength and anti-impact while obtaining lighter building template Hitting property, long service life simplify the complicated installation process of conventional template, improve working efficiency.
Description
Technical field
The utility model relates to a kind of building template more particularly to a kind of inside wall formworks.
Background technique
Floor is a kind of separation load-bearing building, and house vertical direction is divided into several layers by it, and people and furniture etc. is perpendicular
Basis is transmitted to by wall, beam or column to load and floor self weight, mixed mud floor is applying man-hour requirement elder generation frame template, then again
It is poured, is mainly plank sheathing and aluminum alloy mould plate currently used for template employed in major structure of construction work progress,
The a large amount of losses or even the destruction of forest of timber are caused using plank sheathing, largely use poplar, pine, eucalyptus, weedtree now
Deng glued board as building template, and glued board due to be easy loss, expansion, shrink, burn into is damaged by worms the disadvantages of, not only make
It is shorter with the period, and there are biggish security risk, material cost used by aluminum alloy mould plate is high, material itself causes by force
Degree is limited, higher cost.
Utility model content
Aiming at the shortcomings in the prior art, the utility model provides a kind of inside wall formwork, not only light weight, installation letter
It is single and not easy to crack, shock resistance is good.
To achieve the goals above, the utility model uses technical solution below and is addressed: a kind of inside wall formwork,
Including main template body, the main template body include connected by left frame, left frame and lower frame the framework formed and with
The GMT panel of the framework connection, the upper end of the left frame is welded with the first frame error resilience platform connector, the left frame
Upper end is welded with the second frame error resilience platform connector, the first frame error resilience platform connector and the second frame error resilience platform
Connector is oppositely arranged, two corners of GMT panel upper end pass through respectively the first frame error resilience platform connector and
The second frame error resilience platform connector connection, the lower frame medial surface are welded with the secondary rib positioning for being arranged time rib
Part, the welding direction of the secondary rib locating piece perpendicular to the lower frame medial surface, on the lateral surface of the lower frame
Welding helps the portion of tearing open.
The left frame and the left frame section are L-type structure, and the L-type structure includes vertical portion and water
Flat portion, and be integrally provided with first on the horizontal part of the horizontal part of the left frame and the left frame and be fixedly connected
Hole, the vertical portion of the left frame, the left frame vertical portion on be integrally provided with the second fixedly connected hole.
The vertical portion and described the right of the left frame vertical portion and the left frame horizontal part and the left frame
Ribs is vertically arranged at intervals between the horizontal part of frame.
The right hand edge of the left edge of the GMT panel and the GMT panel passes through first fixedly connected hole point
It is not connect with the left frame and the left frame.
The lower frame is the square tube with third fixedly connected hole
The lower end of the GMT panel is connected by the downside bolt of the third fixedly connected hole and the lower frame
It connects.
Bolt prepackage hole has been wholely set on the GMT panel.
The GMT panel includes compound coating layer and sandwich layer, and the compound coating layer is acrylic resin top layer
Enhance bottom with tempering long glass fiber felt, the sandwich layer is thermoplastic polypropylene resin.
Compared with prior art, the invention has the following beneficial effects: the outer wall template of this structure, panel material costs
It is cheap, production cost can be reduced, and panel uses GMT composite construction, guarantee it while obtaining lighter building template
With good bearing strength and impact resistance, the service life used is long, and framework is cooperated to use, and simplifies the complexity of conventional template
Installation process improves working efficiency.
Detailed description of the invention
Fig. 1 is the utility model main view.
Fig. 2 is the portion A-A diagrammatic cross-section in Fig. 1.
Fig. 3 is left side structure schematic diagram in Fig. 1.
Fig. 4 is right side structure schematic diagram in Fig. 1.
Fig. 5 is GMT panel construction schematic diagram.
Specific embodiment
The present invention will be further described with reference to the accompanying drawings and examples.
Referring to Fig. 1 to Fig. 5, a kind of inside wall formwork, including main template body, main template body include by left frame 1, left frame 2,
And lower frame 3 connects the framework to be formed and the GMT panel 4 connecting with framework, the upper end of left frame 1 are welded with the first frame
Error resilience platform connector 51, left frame upper end are welded with the second frame error resilience platform connector 52, the first frame error resilience platform connector 51
It is oppositely arranged with the second frame error resilience platform connector 52, two corners of 4 upper end of GMT panel pass through the first frame error resilience platform respectively
Connector 51 and the connection of the second frame error resilience platform connector 52, it is fixed that 3 medial surface of lower frame is welded with the secondary rib for being arranged time rib
Position part 31, the welding direction of secondary rib locating piece 31 are welded on the lateral surface of lower frame 3 perpendicular to the medial surface of lower frame 3
Help the portion of tearing open 6.
Left frame 1 and 2 section of left frame are L-type structure, and L-type structure includes vertical part and the horizontal part, and left frame 1
Horizontal part and left frame 2 horizontal part on be integrally provided with the first fixedly connected hole 71, vertical portion, the right side of left frame 1
Integrally be provided on the vertical portion of frame 2 second fixedly connected hole 72,1 vertical portion of left frame and 1 horizontal part of left frame and
Ribs 8, the left edge of GMT panel 4 are vertically arranged at intervals between the vertical portion of left frame 2 and the horizontal part of left frame 2
It is connect respectively with left frame 1 and left frame 2 with the right hand edge of GMT panel 4 by the first fixedly connected hole 71, lower frame 3 is band
There is the square tube of third fixedly connected hole 73, the lower end of GMT panel 4 passes through the downside of third fixedly connected hole 73 and lower frame 3
It is bolted, bolt prepackage hole 40 has been wholely set on GMT panel 4, GMT panel includes compound coating layer and sandwich layer 43, is answered
Closing clad is that acrylic resin PP top layer 41 and tempering long glass fiber felt enhance bottom 42, and sandwich layer 43 is thermoplastic poly third
Olefine resin.
In above-described embodiment, lower frame mostly uses section for the steel square tube of 40 × 40 × 2.5(mm), left frame and left frame
Using 40 × 40 × 4(mm) Q235b angle steel, ribs use triangular form, interval 300mm arrangement, the size of ribs can
Select 30 × 30 × 4(mm) size, and help the portion of tearing open using 50 × 50 × 4(mm) angle steel, flushed on one side with GMT panel,
Another side plug welding hole and lower frame weld, and two sides use same with upper side frame and lower frame is fully welded welding, and above-mentioned size can be with
It is adaptively adjusted according to the actual situation.
When in use, it can be used by muti-piece assembling combination, by preset pilot hole, including GMT panel when assembled
Bolt hole, the second fixedly connected hole realization splice and combine, building template described in the utility model production when, by GMT panel
Bolt is assembled to framework lower surface, and framework is respectively then done soldering, so that panel and framework are more firm, and by only
Bolt is needed to fix, the step for also needing the percussions such as nail fixed after artificial built when saving conventional template installation obtains higher
Safety coefficient.
The protection scope of the utility model includes but is not limited to embodiment of above, and the protection scope of the utility model is to weigh
Subject to sharp claim, replacement, deformation, the improvement that those skilled in the art that any pair of this technology is made is readily apparent that are each fallen within
The protection scope of the utility model.
Claims (8)
1. a kind of inside wall formwork, including main template body, which is characterized in that the main template body includes by left frame (1), the right
Frame (2) and lower frame (3) connect the framework to be formed and the GMT panel (4) connecting with the framework, the left frame (1)
Upper end be welded with the first frame error resilience platform connector (51), the left frame upper end is welded with the connection of the second frame error resilience platform
Part (52), the first frame error resilience platform connector (51) and the second frame error resilience platform connector (52) are oppositely arranged,
Two corners of GMT panel (4) upper end pass through the first frame error resilience platform connector (51) and described the respectively
The connection of two frame error resilience platform connectors (52), the lower frame (3) medial surface are welded with the secondary rib positioning for being arranged time rib
Part (31), the welding direction of the secondary rib locating piece (31) are located at the lower frame perpendicular to the medial surface of the lower frame (3)
(3) welding helps the portion of tearing open (6) on lateral surface.
2. a kind of inside wall formwork according to claim 1, which is characterized in that the left frame (1) and described the right
Frame (2) section is L-type structure, and the L-type structure includes vertical part and the horizontal part, and the level of the left frame (1)
The first fixedly connected hole (71) are integrally provided on the horizontal part of portion and the left frame (2), the left frame (1) is erected
Straight portion, the left frame (2) vertical portion on be integrally provided with the second fixedly connected hole (72).
3. a kind of inside wall formwork according to claim 2, which is characterized in that left frame (1) vertical portion and described
Vertical interval between the horizontal part of the vertical portion and the left frame (2) of left frame (1) horizontal part and the left frame (2)
It is provided with ribs (8).
4. a kind of inside wall formwork according to claim 2, which is characterized in that the left edge of the GMT panel (4) and described
GMT panel (4) right hand edge by first fixedly connected hole (71) respectively with the left frame (1) and described
Left frame (2) connection.
5. a kind of inside wall formwork according to claim 1, which is characterized in that the lower frame (3) is solid with third
Determine the square tube of connecting hole (73).
6. a kind of inside wall formwork according to claim 5, which is characterized in that the lower end of the GMT panel (4) passes through described
Third fixedly connected hole (73) and the downside of the lower frame (3) be bolted.
7. a kind of inside wall formwork according to claim 1, which is characterized in that be wholely set on the GMT panel (4)
Bolt pre-installs hole (40).
8. a kind of inside wall formwork according to claim 1, which is characterized in that the GMT panel includes compound coating layer
And sandwich layer (43), the compound coating layer are that acrylic resin (PP) top layer (41) and tempering long glass fiber felt enhance
Bottom (42), the sandwich layer (43) are thermoplastic polypropylene resin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822216938.3U CN209556344U (en) | 2018-12-27 | 2018-12-27 | A kind of inside wall formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822216938.3U CN209556344U (en) | 2018-12-27 | 2018-12-27 | A kind of inside wall formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209556344U true CN209556344U (en) | 2019-10-29 |
Family
ID=68303958
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822216938.3U Expired - Fee Related CN209556344U (en) | 2018-12-27 | 2018-12-27 | A kind of inside wall formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209556344U (en) |
-
2018
- 2018-12-27 CN CN201822216938.3U patent/CN209556344U/en not_active Expired - Fee Related
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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: 20191029 Termination date: 20201227 |