CN205502242U - Connected node of roof template and wall body - Google Patents
Connected node of roof template and wall body Download PDFInfo
- Publication number
- CN205502242U CN205502242U CN201620282835.5U CN201620282835U CN205502242U CN 205502242 U CN205502242 U CN 205502242U CN 201620282835 U CN201620282835 U CN 201620282835U CN 205502242 U CN205502242 U CN 205502242U
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- CN
- China
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- wall
- tree
- boats
- back cord
- making timber
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Abstract
The utility model relates to the field of building -construction, specifically be a connected node of roof template and wall body. Including concrete wall, near the roof template of wall body and support the scaffold of roof template, the roof template includes roof template panel, the square steel time back of the body is stupefied and both sides' steel owner back of the body is stupefied, the square steel time back of the body stupefied with the stupefied mutually perpendicular cross arrangement of both sides' steel owner back of the body, the pole setting top of scaffold holds in the palm that upwards the tight both sides' steel owner in the top back of the body is stupefied, the roof template panel that is close to the wall body sets up down and leads to long wooden a tree, used in making timber for boats with the square steel time stupefied parallel subsides wall of the back of the body, pastes that the wall leads to long wooden a tree, used in making timber for boats and the square steel time back of the body is stupefied all places on both sides' steel owner back of the body is stupefied, roof template panel with paste the wall and lead to the wooden a tree, used in making timber for boats parallel and level of length and just hugs closely concrete wall. The mode that adopts ordinary steel template and plank sheathing to combine together has not only improved the turnover number of times of template, and beam slab concrete pouring quality has also obtained the assurance, clogs the gap of template with hydrophobic sponge strip, has reduced and has run the thick liquid and leak the emergence of starching the phenomenon, has satisfied the requirement of being under construction.
Description
Technical field
This utility model relates to the realm of building construction, a kind of roof plate template and the connection node of body of wall.
Background technology
In Construction of Engineering Projects, when concrete beam plate pours, use ordinary steel templates or plank sheathing as the template of beam slab more.When using ordinary steel template, the strength of parts of hardened system is high, and composite rigidity is big, and it is high that plate makes precision, and piece is tight, is unlikely to deform, template good integrity, and shock resistance is strong.But, for angle, corner, limit or irregular place, it is not easy to processing, often result in running pulp and the spillage of beam slab concrete, do not reach construction quality, especially roof plate template is all the more so with the coupling part of body of wall.When employing template is as the template of casting concrete beam slab, it is possible to adapt to irregular beam slab or the concreting at beam slab edge.But, template also has its restriction used, and mainly uses the number of turnover few, not environmentally, and is susceptible to deformation, the precision of impact construction.
Utility model content
For problem above, this engineering uses the mode that ordinary steel template and plank sheathing combine, processes the connection node of roof plate template and body of wall, it is possible to reach good effect.
Concrete solution is: roof plate template and the connection node of body of wall, including concrete wall, against body of wall roof plate template and support roof plate template scaffold, roof plate template includes roof plate template panel, square steel time back cord and the main back cord of both sides' steel, square steel time back cord and the main back cord of both sides' steel are mutually perpendicular to arranged in a crossed manner, and the one kind poles jacking of scaffold upwards holds out against the main back cord of both sides' steel；Arranging the patch wall elongated wood a tree, used in making timber for boats parallel with square steel time back cord under the roof plate template panel of body of wall, patch wall elongated wood a tree, used in making timber for boats and square steel time back cord are both placed on the main back cord of both sides' steel, and roof plate template panel is concordant with patch wall elongated wood a tree, used in making timber for boats and is close to concrete wall.
Further,Being pasted with hydrophobic sponge strip near the side of concrete wall at described roof plate template panel, patch wall elongated wood a tree, used in making timber for boats, hydrophobic sponge strip is by tight to roof plate template panel, gap filling between patch wall elongated wood a tree, used in making timber for boats and concrete wall.
Further,At described concrete wall, stopend is set without the side pouring top board, stopend includes that vertically arranged stopend panel, the wooden a tree, used in making timber for boats time back cord of horizontally-parallel setting and the main back cord of wooden a tree, used in making timber for boats vertically be arrangeding in parallel are constituted, wood a tree, used in making timber for boats time back cord and the wood main back cord of a tree, used in making timber for boats are mutually perpendicular to interconnection, it is provided with many through-wall bolts on lower sleeper a tree, used in making timber for boats time back cord, wood a tree, used in making timber for boats time back cord, the wood main back cord of a tree, used in making timber for boats, stopend panel and concrete wall are fixed together.
Further, below the width of a sleeper a tree, used in making timber for boats time back cord equal to the overall width of closure panel with wood a tree, used in making timber for boats time back cord above, stopend panel is shelved on a following sleeper a tree, used in making timber for boats time back cord.
Further, roof plate template panel and stopend panel are 15mm thickness bamboo plywood coated with film.
Beneficial effect: roof plate template connects, with body of wall, the mode that node uses ordinary steel template and plank sheathing to combine, not only increase the number of turnover of template, the pouring quality of beam slab concrete have also been obtained guarantee, gap by hydrophobic sponge strip filling template, decrease running pulp and the generation of spillage phenomenon, meet the requirement of construction.
Accompanying drawing explanation
Roof plate template node schematic diagram at Fig. 1 middle wall body；
The stopend schematic diagram of top board at Fig. 2 external walls；
Roof plate template node schematic diagram at Fig. 3 external walls；
In figure, 1-roof plate template panel；2-square steel time back cord；The main back cord of 3-both sides' steel；The vertical rod of 4-scaffold；5-patch wall elongated wood a tree, used in making timber for boats；6-concrete wall；7-hydrophobic sponge strip；8-stopend panel；9-wood a tree, used in making timber for boats time back cord；The main back cord of 10-wood a tree, used in making timber for boats；11-through-wall bolt；12-floor to be poured.
Detailed description of the invention
1-3 below in conjunction with the accompanying drawings, illustrates detailed description of the invention of the present utility model.
Roof plate template and the connection node of body of wall as shown in Figure 1, including concrete wall, against body of wall roof plate template and support roof plate template scaffold, roof plate template includes roof plate template panel 1, square steel time back cord 2 and the main back cord of both sides' steel 3, square steel time back cord and the main back cord of both sides' steel are mutually perpendicular to arranged in a crossed manner, and vertical rod 4 jacking of scaffold upwards holds out against the main back cord of both sides' steel；
Arranging the patch wall elongated wood a tree, used in making timber for boats 5 parallel with square steel time back cord under the roof plate template panel of body of wall, patch wall elongated wood a tree, used in making timber for boats 5 and square steel time back cord are both placed on the main back cord of both sides' steel, and roof plate template panel is concordant with patch wall elongated wood a tree, used in making timber for boats and is close to concrete wall 6.
As shown in Figure 2,Being pasted with hydrophobic sponge strip 7 near the side of concrete wall at described roof plate template panel, patch wall elongated wood a tree, used in making timber for boats 5, hydrophobic sponge strip is by tight to roof plate template panel, gap filling between patch wall elongated wood a tree, used in making timber for boats 5 and concrete wall.
As shown in Figure 3,At described concrete wall, stopend is set without the side pouring top board, stopend includes that vertically arranged stopend panel 8, the wooden a tree, used in making timber for boats time back cord 9 of horizontally-parallel setting and the main back cord of wooden a tree, used in making timber for boats 10 vertically be arrangeding in parallel are constituted, wood a tree, used in making timber for boats time back cord 9 and the wood main back cord of a tree, used in making timber for boats 10 are mutually perpendicular to interconnection, it is provided with many through-wall bolts 11 on lower sleeper a tree, used in making timber for boats time back cord, wood a tree, used in making timber for boats time back cord, the wood main back cord of a tree, used in making timber for boats, stopend panel and concrete wall are fixed together.The width of a sleeper a tree, used in making timber for boats time back cord 9 is shelved on a following sleeper a tree, used in making timber for boats time back cord equal to the overall width of closure panel 8 with wood a tree, used in making timber for boats time back cord above, stopend panel below.Roof plate template panel 1 and stopend panel 8 are 15mm thickness bamboo plywood coated with film.
Scaffold uses wheeled scaffold, and scaffold upright rod and periphery body of wall distance are 350mm, and must ensure that the vertical rod position of each layer same area is identical；Cross bar spacing 900 × 900mm, wheeled scaffold upright rod bottom must be lined with parallels.
Main back cord and time back cord require uniform specification as the Os Draconis of template, it is ensured that depth of section is consistent.Primary and secondary skeletal frame direction is unanimously arranged in parallel；Secondary joist by wall requires three planings, and the requirement of all formwork edge joints is fought recklessly closely knit.
Claims (5)
1. roof plate template and the connection node of body of wall, including concrete wall, against body of wall roof plate template and support roof plate template scaffold, it is characterized in that, described roof plate template includes roof plate template panel (1), square steel time back cord (2) and the main back cord of both sides' steel (3), square steel time back cord and the main back cord of both sides' steel are mutually perpendicular to arranged in a crossed manner, and vertical rod (4) jacking of scaffold upwards holds out against the main back cord of both sides' steel；
The patch wall elongated wood a tree, used in making timber for boats (5) parallel with square steel time back cord is set under the roof plate template panel of body of wall, patch wall elongated wood a tree, used in making timber for boats (5) and square steel time back cord are both placed on the main back cord of both sides' steel, and roof plate template panel is concordant with patch wall elongated wood a tree, used in making timber for boats and is close to concrete wall (6).
Roof plate template the most according to claim 1 and the connection node of body of wall, it is characterized in that, being pasted with hydrophobic sponge strip (7) at described roof plate template panel, patch wall elongated wood a tree, used in making timber for boats (5) near the side of concrete wall, hydrophobic sponge strip is by tight to roof plate template panel, gap filling between patch wall elongated wood a tree, used in making timber for boats (5) and concrete wall.
Roof plate template the most according to claim 1 and the connection node of body of wall, it is characterized in that, at described concrete wall, stopend is set without the side pouring top board, stopend includes vertically arranged stopend panel (8), the wooden a tree, used in making timber for boats of horizontally-parallel setting time back cord (9) and the main back cord of the wooden a tree, used in making timber for boats (10) vertically be arrangeding in parallel are constituted, wood a tree, used in making timber for boats time back cord (9) and the wood main back cord of a tree, used in making timber for boats (10) are mutually perpendicular to interconnection, it is provided with many through-wall bolts (11) on wood a tree, used in making timber for boats time back cord, by wood a tree, used in making timber for boats time back cord, the wood main back cord of a tree, used in making timber for boats, stopend panel and concrete wall are fixed together.
Roof plate template the most according to claim 3 and the connection node of body of wall, it is characterized in that, the width of a sleeper a tree, used in making timber for boats time back cord (9) is shelved on a following sleeper a tree, used in making timber for boats time back cord equal to the overall width of closure panel (8) with wood a tree, used in making timber for boats time back cord above, stopend panel below.
Roof plate template the most according to claim 3 and the connection node of body of wall, is characterized in that, roof plate template panel (1) and stopend panel (8) are 15mm thickness bamboo plywood coated with film.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620282835.5U CN205502242U (en) | 2016-04-07 | 2016-04-07 | Connected node of roof template and wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620282835.5U CN205502242U (en) | 2016-04-07 | 2016-04-07 | Connected node of roof template and wall body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205502242U true CN205502242U (en) | 2016-08-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620282835.5U Expired - Fee Related CN205502242U (en) | 2016-04-07 | 2016-04-07 | Connected node of roof template and wall body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205502242U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482304A (en) * | 2022-01-17 | 2022-05-13 | 中建八局第二建设有限公司 | Construction method of composite insulation board of building |
-
2016
- 2016-04-07 CN CN201620282835.5U patent/CN205502242U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482304A (en) * | 2022-01-17 | 2022-05-13 | 中建八局第二建设有限公司 | Construction method of composite insulation board of building |
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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 |
Granted publication date: 20160824 Termination date: 20170407 |
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| CF01 | Termination of patent right due to non-payment of annual fee |