CN207813014U - Turnover type dense rib plate plastic film shell seam processing device - Google Patents
Turnover type dense rib plate plastic film shell seam processing device Download PDFInfo
- Publication number
- CN207813014U CN207813014U CN201721737027.4U CN201721737027U CN207813014U CN 207813014 U CN207813014 U CN 207813014U CN 201721737027 U CN201721737027 U CN 201721737027U CN 207813014 U CN207813014 U CN 207813014U
- Authority
- CN
- China
- Prior art keywords
- steel
- formwork
- steel joist
- sides
- turnover type
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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.)
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Links
- 230000007306 turnover Effects 0.000 title claims description 9
- 239000002985 plastic film Substances 0.000 title abstract 2
- 229920006255 plastic film Polymers 0.000 title abstract 2
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 40
- 239000010959 steel Substances 0.000 claims abstract description 40
- 239000004033 plastic Substances 0.000 claims abstract description 26
- 229920003023 plastic Polymers 0.000 claims abstract description 26
- 238000009415 formwork Methods 0.000 claims abstract description 25
- 229910000746 Structural steel Inorganic materials 0.000 claims description 9
- 239000002023 wood Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 4
- 230000000452 restraining effect Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a can have enough to meet need close floor plastic film shell seam processing apparatus, includes strutting arrangement and the both sides plastic formwork shell that has the safe edge angle steel, strutting arrangement includes the steel pipe support and lays the support square timber on it, its characterized in that: a steel keel is arranged between the two plastic formworks with the edge protecting angle steel, the steel keel is arranged at the central positioning line of the supporting square timber, and limiting formwork strips are laid on two sides of the steel keel, and formwork supporting angle steel is arranged between the bottom of each side plastic formwork and the steel keel. The utility model discloses can reduce the mould shell spoilage, reduce the mould shell demolish the degree of difficulty, improve the stability of mould shell, improve engineering quality and security, improve the efficiency of construction, can have enough to meet the need the strong and practice thrift the cost of nature.
Description
Technical field：
The utility model belongs to steel bar concrete dense rib floor technical field of construction, and being related to one kind can the modeling of turnover type multi-ribbed plate
Expect putamina joint treatment device.
Background technology：
To ensure the apparent size and quality of rib floor, at present in rib floor work progress, rib floor need to be adopted
With typified form and match upper supporting system.The formwork erection method of generally conventional use is：Set up support system structure and at it
The upper laying lumps of wood, then the customization formwork of the subsidiary edge-protecting angle iron customized in advance by multi-ribbed plate size is installed in place, adjacent two
It is left no gaps between block customization formwork or stuff up a crack is fixed using multilayer template stuff up a crack item.
This conventional plastic form erection method has the disadvantage that：
1, plastic form dismounting difficulty is big after multi-ribbed plate pouring molding.
2, plastic form easily damages corner in demolishing process, increases the formwork proportion of goods damageds, keeps formwork revolving
It reduces, increases cost.
3, formwork is not fixed easily, and stability is poor.
4, seam crossing is more difficult to control, the more difficult dismounting of template stuff up a crack item, quality after form removal it is difficult to ensure that.
Invention content：
The purpose of this utility model, which is that, overcomes above-mentioned the deficiencies in the prior art, and providing one kind can turnover type
Multi-ribbed plate plastics putamina joint treatment device, the device can reduce the formwork proportion of goods damageds, the dismounting difficulty for reducing formwork, improve formwork
Stability, improve construction quality and safety, improve construction efficiency, can be revolving strong and cost-effective.
As above design, the technical solution of the utility model are：One kind can turnover type multi-ribbed plate plastics putamina joint treatment dress
It sets, including support device and the both sides plastic form with edge-protecting angle iron, support device includes steel pipe support and is laid on it
Supporting square timber, it is characterised in that：Steel joist is installed, steel joist is placed in support between the both sides plastic form with edge-protecting angle iron
It is laid with restraining stencil item at lumps of wood centralized positioning line and in steel joist both sides, it is every to be installed between side plastic form bottom and steel joist
Formwork support angle steel.
Template is laid on above-mentioned supporting square timber, steel joist is placed in this template.
Liner cystosepiment is filled between above-mentioned edge-protecting angle iron and steel joist.
The utility model has the following advantages and good effect：
1, the utility model constructing operation is simple, it is fixed to be easy to and removes, is hardly damaged, can have enough to meet the need, is recyclable.
2, the utility model connection dimension is accurate, splicing is tight, stability is strong, avoids the occurrence of the defects of deformation, spillage, protects
Presentation quality is demonstrate,proved.
3, the utilization rate that the utility model is removed convenient for formwork, is hardly damaged formwork, improves formwork, reduces loss
Rate.
4, the utility model can efficiently use the support system material of general concrete structure and waste and old plank sheathing, save
Cost.
5, the utility model reduces the size of customization plastic form, saves material, environmentally protective.
Description of the drawings：
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the scheme of installation of integral plastics formwork.
In figure：1-edge-protecting angle iron；2-3mm liner cystosepiments；3-60*100*3 steel joists；4-L50*4 formworks support
Angle steel；5-20mm screw rods；6-restraining stencil items；7-completely spread template；8-plastic forms；9-supporting square timbers；10-steel pipe branch
Frame.
Specific implementation mode：
As shown in the figure：One kind can turnover type multi-ribbed plate plastics putamina joint treatment device, including support device and with shield
The both sides plastic form 8 of corner angle 1, support device include the supporting square timber 9 of steel pipe support 10 and laying on it, supporting square timber
Template 7 is completely spread on 9 to enhance globality and stability.60*100*3 is installed between both sides plastic form 8 with edge-protecting angle iron
Steel joist 3, steel joist are placed at the centralized positioning line of full paving template 7 and are laid with restraining stencil item 6 in steel joist both sides, moulded per side
Expect that L50*4 formworks support angle steel 4 is installed by 20mm screw rods 5 between formwork bottom and steel joist.
3mm liners cystosepiment 2 is filled between above-mentioned edge-protecting angle iron and steel joist.
The installation process of the utility model is：
1, it sets up board bottom support system steel pipe support 10 and is laid with supporting square timber 9 on it and completely spreads template 7 to pre- calibration
Height, completely paving template 7 can be used waste and old plank sheathing and be laid with, to enhance globality and stability；
2, according to drawing line setting, and along the elongated laying restraining stencil item 6 in center line both sides of full paving template 7 and iron nail is used
Fixation；
3, after restraining stencil item 6 is fixed, steel joist 3 is installed between the restraining stencil of both sides along axis and checks its position
It sets and stability；
4, the L50*4 formworks support angle steel 4 installed in steel joist both sides by screw rod 5 carries out both sides spiral shell after checking absolute altitude
Mother's fastening；
5, plastic form 8 is installed according to designed elevation, while fills liner cystosepiment 2；
6, multi-ribbed plate reinforcing bar is installed, sundries in template, casting concrete are cleared up；
7, concrete reaches striking and plank sheathing after prescribed strength, can since seam crossing is provided with liner cystosepiment 2
It is convenient to remove steel joist 3, plastic formwork 8 successively, and the rest may be inferred has enough to meet the need the device and construct next place's rib floor.
Claims (3)
1. one kind can turnover type multi-ribbed plate plastics putamina joint treatment device, including support device and the both sides with edge-protecting angle iron
Plastic form, support device include the supporting square timber of steel pipe support and laying on it, it is characterised in that：With edge-protecting angle iron
Steel joist is installed, steel joist is placed at supporting square timber centralized positioning line and is laid in steel joist both sides and limited between the plastic form of both sides
Position template item, per installation formwork support angle steel between side plastic form bottom and steel joist.
2. according to claim 1 can turnover type multi-ribbed plate plastics putamina joint treatment device, it is characterised in that：Above-mentioned branch
It is laid with template on the support lumps of wood, steel joist is placed in this template.
3. according to claim 1 can turnover type multi-ribbed plate plastics putamina joint treatment device, it is characterised in that：Above-mentioned shield
Liner cystosepiment is filled between corner angle and steel joist.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721737027.4U CN207813014U (en) | 2017-12-13 | 2017-12-13 | Turnover type dense rib plate plastic film shell seam processing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721737027.4U CN207813014U (en) | 2017-12-13 | 2017-12-13 | Turnover type dense rib plate plastic film shell seam processing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207813014U true CN207813014U (en) | 2018-09-04 |
Family
ID=63332115
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721737027.4U Active CN207813014U (en) | 2017-12-13 | 2017-12-13 | Turnover type dense rib plate plastic film shell seam processing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207813014U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356430A (en) * | 2021-06-29 | 2021-09-07 | 中铁八局集团第一工程有限公司 | Construction method of dense rib plate floor |
-
2017
- 2017-12-13 CN CN201721737027.4U patent/CN207813014U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356430A (en) * | 2021-06-29 | 2021-09-07 | 中铁八局集团第一工程有限公司 | Construction method of dense rib plate floor |
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