CN204475850U - Clear-water concrete balcony template - Google Patents
Clear-water concrete balcony template Download PDFInfo
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- CN204475850U CN204475850U CN201520002329.1U CN201520002329U CN204475850U CN 204475850 U CN204475850 U CN 204475850U CN 201520002329 U CN201520002329 U CN 201520002329U CN 204475850 U CN204475850 U CN 204475850U
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- balcony
- stupefied
- bed die
- horizontal
- split bolt
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Abstract
Clear-water concrete balcony template designs for clear-water concrete structure balcony formwork, belongs to the realm of building construction, clear-water concrete balcony template is by balcony beam exterior sheathing, balcony beam inner formword, balcony beam is outer horizontal stupefied, horizontal stupefied in balcony beam, split bolt, split bolt nut, balcony slab bed die, balcony slab bed die horizontal stroke is stupefied, balcony slab bed die is indulged stupefied, balcony place wall mould, balcony face wall mould is horizontal stupefiedly to be formed with the stull of balcony face, balcony beam exterior sheathing and balcony beam inner formword by balcony beam outer horizontal stupefied with balcony beam in horizontally stupefiedly separate from both sides inside and outside steel concrete balcony beam, balcony beam exterior sheathing, balcony beam inner formword, the outer horizontal stroke of balcony beam is stupefied to be connected by split bolt with horizontal stroke in balcony beam is stupefied, the template system of steel concrete balcony beam is just defined after putting on split bolt nut.The utility model can ensure that size between each parts of clear-water concrete balcony, position are correct, avoids the balcony part distortion in work progress.
Description
Technical field
Clear-water concrete balcony template designs for clear-water concrete structure balcony formwork, belongs to the realm of building construction.
Background technology
Concrete balcony is the accessory structure part of building construction, is the reserved joint bar when main structure construction mostly, after agent structure has all been constructed, then installs template, assembling reinforcement, concreting; The method of this secondary structure construction, make reinforced concrete construction easy, but form obvious joint vestige at balcony and wall connecting position, for Fair faced Concrete Structural Construction, this is unallowed; If wish not form obvious joint vestige at balcony and wall connecting position, just muscle must be pricked, Pouring concrete at the same time by disposable formwork when main structure construction.
The formwork erection that the utility model is built for balcony concrete and agent structure concrete simultaneously and designing, can address these problems.
Utility model content
The specific practice of this programme is: as shown in Figure 1, and clear-water concrete balcony template is indulged stupefied 9, balcony place wall mould 10, balcony face wall mould horizontal stupefied 11 by horizontal stupefied 8, the balcony slab bed die of horizontal in outer horizontal stupefied 3, the balcony beam of balcony beam exterior sheathing 1, balcony beam inner formword 2, balcony beam stupefied 4, split bolt 5, split bolt nut 6, balcony slab bed die 7, balcony slab bed die and formed with balcony face stull 12; Balcony beam exterior sheathing 1 separates from steel concrete balcony beam 14 inside and outside both sides by balcony beam outer horizontal stupefied 3 with horizontal stroke stupefied 4 in balcony beam with balcony beam inner formword 2; Balcony beam exterior sheathing 1, balcony beam inner formword 2, balcony beam outer horizontal stupefied 3 is connected by split bolt 5 with horizontal stroke stupefied 4 in balcony beam, just defines the template system of steel concrete balcony beam 14 after putting on split bolt nut 6; The template system of steel concrete balcony beam 14 is connected with balcony face stull 12 with the relative position of reinforced concrete wall 13, balcony face stull 12 between horizontal stupefied 4 and balcony face wall mould horizontal stupefied 11, connects the top being placed on steel concrete balcony slab 15 in balcony beam; Balcony slab bed die 7 is positioned at steel concrete balcony beam 14 and steel concrete balcony slab 15 times, and balcony slab bed die 7 and balcony beam exterior sheathing 1 intersect vertically; Balcony slab bed die longitudinally arranges balcony slab bed die horizontal stupefied 8 for 7 times, is placed in the top that balcony slab bed die indulges stupefied 9; Balcony slab bed die 7, balcony slab bed die horizontal stupefied 8 is indulged stupefied 9 with balcony slab bed die and is connected, and defines the template system of steel concrete balcony slab 15.
Further, described balcony beam exterior sheathing 1, balcony beam inner formword 2, balcony slab bed die 7 are all the plate based materials with intensity, rigidity and toughness with balcony place wall mould 10; Preferential recommendation adopts nine splint constructions, but is not limited thereto kind of a material making.Horizontal stupefied or perpendicular stupefied reinforcing is all used with balcony place wall mould 10 at balcony beam exterior sheathing 1, balcony beam inner formword 2, balcony slab bed die 7.
Further, in outer horizontal stupefied 3, the balcony beam of described balcony beam, horizontal stupefied 8, the balcony slab bed die of horizontal stupefied 4, balcony slab bed die indulges stupefied 9 with balcony face wall mould horizontal stupefied 11 is all the leverage material with intensity, rigidity and toughness, is all connected with template outside template; Preferential recommendation employing cross section is that the flitch of 100 × 80 millimeters makes, but is not limited thereto kind of a material making; In outer horizontal stupefied 3, the balcony beam of balcony beam horizontal stupefied 8, the balcony slab bed die of horizontal stupefied 4, balcony slab bed die indulge stupefied 9 and balcony face wall mould horizontal stupefied 11 and balcony beam exterior sheathing 1, balcony beam inner formword 2, connection between balcony slab bed die 7 and balcony place wall mould 10 adopt iron nail nail joint.
Further, described split bolt 5 is the leverage materials with intensity, rigidity and toughness; Preferential recommendation employing diameter is the reinforcement fabrication of 10-16 millimeter, but is not limited thereto kind of a material making; There is screw thread at the two ends of split bolt 5, for arranging seal ring in the middle of the split bolt of waterproof; In the middle of the split bolt of waterproof requirement, seal ring is not set for not having, but outside there is plastic bushing; Template and horizontal stroke stupefied 8 or vertical stupefied 9, through template and horizontal stroke stupefied 8 or vertical stupefied 9, are linked to be entirety by split bolt 5.
Further, described split bolt nut 6 is the parts with intensity, rigidity and toughness; Preferential recommendation adopts Q235 steel to make, but is not limited thereto kind of a material making; The centre of split bolt nut 6 is porose, and has screw thread, the diameter in hole and the pitch of screw thread all with the use of the diameter of split bolt 5, pitch match; The profile of split bolt nut 6 should be regular hexagon.
Further, described balcony face stull 12 has the leverage material of intensity, rigidity and toughness; Preferential recommendation employing cross section is that the flitch of 100 × 80 millimeters makes, but is not limited thereto kind of a material making; Be positioned at the surface of steel concrete balcony slab 15, two ends are connected with horizontal stroke stupefied 4 in balcony beam and balcony face wall mould horizontal stupefied 11, support and positioning action horizontal stroke stupefied 4 in balcony beam and horizontal stupefied 11 of balcony face wall mould.
The beneficial effects of the utility model to ensure that size between each parts of clear-water concrete balcony, position are correct, avoids the balcony part distortion in work progress.
Accompanying drawing explanation
Fig. 1 clear-water concrete balcony template formwork schematic diagram;
In figure: 1-balcony beam exterior sheathing; 2-balcony beam inner formword; 3-balcony beam is outer horizontal stupefied; Horizontal stupefied in 4-balcony beam; 5-split bolt; 6-split bolt nut; 7-balcony slab bed die; 8-balcony slab bed die horizontal stroke is stupefied; 9-balcony slab bed die is indulged stupefied; 10-balcony place wall mould; 11-balcony face wall mould horizontal stroke is stupefied; The face stull of 12-balcony; 13-reinforced concrete wall; 14-steel concrete balcony beam; 15-steel concrete balcony slab.
Detailed description of the invention
Certain engineering clear-water concrete balcony template as shown in Figure 1, indulge stupefied 9, balcony place wall mould 10, balcony face wall mould horizontal stupefied 11 by horizontal stupefied 8, the balcony slab bed die of horizontal in outer horizontal stupefied 3, the balcony beam of balcony beam exterior sheathing 1, balcony beam inner formword 2, balcony beam stupefied 4, split bolt 5, split bolt nut 6, balcony slab bed die 7, balcony slab bed die and form with balcony face stull 12 by clear-water concrete balcony template; Balcony beam exterior sheathing 1 separates from steel concrete balcony beam 14 inside and outside both sides by balcony beam outer horizontal stupefied 3 with horizontal stroke stupefied 4 in balcony beam with balcony beam inner formword 2; Balcony beam exterior sheathing 1, balcony beam inner formword 2, balcony beam outer horizontal stupefied 3 is connected by split bolt 5 with horizontal stroke stupefied 4 in balcony beam, just defines the template system of steel concrete balcony beam 14 after putting on split bolt nut 6; The template system of steel concrete balcony beam 14 is connected with balcony face stull 12 with the relative position of reinforced concrete wall 13, balcony face stull 12 between horizontal stupefied 4 and balcony face wall mould horizontal stupefied 11, connects the top being placed on steel concrete balcony slab 15 in balcony beam; Balcony slab bed die 7 is positioned at steel concrete balcony beam 14 and steel concrete balcony slab 15 times, and balcony slab bed die 7 and balcony beam exterior sheathing 1 intersect vertically; Balcony slab bed die longitudinally arranges balcony slab bed die horizontal stupefied 8 for 7 times, is placed in the top that balcony slab bed die indulges stupefied 9; Balcony slab bed die 7, balcony slab bed die horizontal stupefied 8 is indulged stupefied 9 with balcony slab bed die and is connected, and defines the template system of steel concrete balcony slab 15.
Balcony beam exterior sheathing 1, balcony beam inner formword 2, balcony slab bed die 7 and balcony place wall mould 10 are all nine splint constructions with the intensity of regulation, rigidity and toughness, but are not limited thereto kind of material and make; Horizontal stupefied or perpendicular stupefied reinforcing is all used with balcony place wall mould 10 at balcony beam exterior sheathing 1, balcony beam inner formword 2, balcony slab bed die 7.
In outer horizontal stupefied 3, the balcony beam of balcony beam, horizontal stupefied 8, the balcony slab bed die of horizontal stupefied 4, balcony slab bed die indulges stupefied 9 with balcony face wall mould horizontal stupefied 11 is all the leverage material with the intensity of regulation, rigidity and toughness, is all connected with template outside template; Employing cross section is that the flitch of 100 × 80 millimeters makes; In outer horizontal stupefied 3, the balcony beam of balcony beam horizontal stupefied 8, the balcony slab bed die of horizontal stupefied 4, balcony slab bed die indulge stupefied 9 and balcony face wall mould horizontal stupefied 11 and balcony beam exterior sheathing 1, balcony beam inner formword 2, connection between balcony slab bed die 7 and balcony place wall mould 10 adopt iron nail nail joint.
The reinforcement fabrication of split bolt 5 to be the diameters with the intensity of regulation, rigidity and toughness be 10-16 millimeter, there is screw thread at the two ends of split bolt 5, for arranging seal ring in the middle of the split bolt of waterproof; In the middle of the split bolt of waterproof requirement, seal ring is not set for not having, but outside there is plastic bushing; Template and horizontal stroke stupefied 8 or vertical stupefied 9, through template and horizontal stroke stupefied 8 or vertical stupefied 9, are linked to be entirety by split bolt 5.
Split bolt nut 6 is that the Q235 steel with the intensity of regulation, rigidity and toughness make, and the centre of split bolt nut 6 is porose, and has screw thread, the diameter in hole and the pitch of screw thread all with the use of the diameter of split bolt 5, pitch match; The profile of split bolt nut 6 should be regular hexagon.
The cross section that balcony face stull 12 has the intensity of regulation, rigidity and toughness is that the flitch of 100 × 80 millimeters makes, be positioned at the surface of steel concrete balcony slab 15, two ends are connected with horizontal stroke stupefied 4 in balcony beam and balcony face wall mould horizontal stupefied 11, support and positioning action horizontal stroke stupefied 4 in balcony beam and horizontal stupefied 11 of balcony face wall mould.
Claims (6)
1. clear-water concrete balcony template, it is characterized in that, described balcony template by horizontal stupefied (4), split bolt (5), split bolt nut (6), balcony slab bed die (7), balcony slab bed die horizontal stroke stupefied (8) in balcony beam exterior sheathing (1), balcony beam inner formword (2), balcony beam outer horizontal stupefied (3), balcony beam, balcony slab bed die indulges stupefied (9), balcony place wall mould (10), balcony face wall mould horizontal stroke stupefied (11) forms with balcony face stull (12); Balcony beam exterior sheathing (1) and balcony beam inner formword (2) separate from the inside and outside both sides of steel concrete balcony beam (14) by balcony beam outer horizontal stupefied (3) and horizontal stupefied (4) in balcony beam, balcony beam exterior sheathing (1), balcony beam inner formword (2), balcony beam outer horizontal stupefied (3) are connected by split bolt (5) with horizontal stupefied (4) in balcony beam, put on the template system that split bolt nut (6) just defines steel concrete balcony beam (14) afterwards; The template system of steel concrete balcony beam (14) is connected with balcony face stull (12) with the relative position of reinforced concrete wall (13), balcony face stull (12) is positioned between balcony beam horizontal stupefied (4) and balcony face wall mould horizontal stroke stupefied (11), connects the top being placed on steel concrete balcony slab (15);
Under balcony slab bed die (7) is positioned at steel concrete balcony beam (14) and steel concrete balcony slab (15), balcony slab bed die (7) and balcony beam exterior sheathing (1) intersect vertically; Balcony slab bed die horizontal stroke stupefied (8) is longitudinally set under balcony slab bed die (7), is placed in the top that balcony slab bed die indulges stupefied (9); Balcony slab bed die (7), balcony slab bed die horizontal stroke stupefied (8) and balcony slab bed die are indulged stupefied (9) and are connected, and define the template system of steel concrete balcony slab (15).
2. clear-water concrete balcony template according to claim 1, is characterized in that, balcony beam exterior sheathing (1), balcony beam inner formword (2), balcony slab bed die (7) and balcony place wall mould (10) are all the plate based materials with intensity, rigidity and toughness; Horizontal stupefied or perpendicular stupefied reinforcing is all used with balcony place wall mould (10) at balcony beam exterior sheathing (1), balcony beam inner formword (2), balcony slab bed die (7).
3. clear-water concrete balcony template according to claim 1, it is characterized in that, it is all the leverage material with intensity, rigidity and toughness that balcony beam outer horizontal stupefied (3), balcony beam interior horizontal stupefied (4), balcony slab bed die horizontal stroke stupefied (8), balcony slab bed die indulge stupefied (9) with balcony face wall mould horizontal stroke stupefied (11), is all connected with template outside template.
4. clear-water concrete balcony template according to claim 1, is characterized in that, split bolt (5) is the leverage material with intensity, rigidity and toughness; There is screw thread at the two ends of split bolt (5), for arranging seal ring in the middle of the split bolt of waterproof, do not arrange seal ring, but there is plastic bushing outside for not having in the middle of the split bolt of waterproof requirement; Split bolt (5) through template and horizontal stroke stupefied (8) or vertical stupefied (9), by template and horizontal stroke stupefied (8) or indulge stupefied (9) and be linked to be entirety.
5. clear-water concrete balcony template according to claim 1, is characterized in that, split bolt nut (6) is the part with intensity, rigidity and toughness; The centre of split bolt nut (6) is porose, and has screw thread, the diameter in hole and the pitch of screw thread all with the use of the diameter of split bolt (5), pitch match.
6. clear-water concrete balcony template according to claim 1, is characterized in that, balcony face stull (12) has the leverage material of intensity, rigidity and toughness; Be positioned at the surface of steel concrete balcony slab (15), two ends are connected with horizontal stupefied (4) and balcony face wall mould horizontal stroke stupefied (11) in balcony beam, support and positioning action with balcony face wall mould horizontal stroke stupefied (11) horizontal stupefied (4) in balcony beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520002329.1U CN204475850U (en) | 2015-01-05 | 2015-01-05 | Clear-water concrete balcony template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520002329.1U CN204475850U (en) | 2015-01-05 | 2015-01-05 | Clear-water concrete balcony template |
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| Publication Number | Publication Date |
|---|---|
| CN204475850U true CN204475850U (en) | 2015-07-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520002329.1U Expired - Fee Related CN204475850U (en) | 2015-01-05 | 2015-01-05 | Clear-water concrete balcony template |
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| CN (1) | CN204475850U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064500A (en) * | 2015-07-17 | 2015-11-18 | 南通德源建设工程科技有限公司 | Balcony beam slab inner side filling wall body and main body structure integral casting construction method |
| CN105804397A (en) * | 2016-05-19 | 2016-07-27 | 中国五冶集团有限公司 | Combined steel die structure capable of shaping plate height reducing part and installation method of combined steel die structure |
| CN106437147A (en) * | 2016-04-07 | 2017-02-22 | 江苏省苏中建设集团股份有限公司 | Wave-shaped balcony structural formwork erecting method |
| CN107345438A (en) * | 2017-05-17 | 2017-11-14 | 西咸新区矩阵实业有限公司 | It is a kind of to realize that structure turns over the construction method of the prefabricated assembled awning of eaves based on EPS warming plates |
-
2015
- 2015-01-05 CN CN201520002329.1U patent/CN204475850U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064500A (en) * | 2015-07-17 | 2015-11-18 | 南通德源建设工程科技有限公司 | Balcony beam slab inner side filling wall body and main body structure integral casting construction method |
| CN105064500B (en) * | 2015-07-17 | 2017-05-17 | 中如建工集团有限公司 | Balcony beam slab inner side filling wall body and main body structure integral casting construction method |
| CN106437147A (en) * | 2016-04-07 | 2017-02-22 | 江苏省苏中建设集团股份有限公司 | Wave-shaped balcony structural formwork erecting method |
| CN106437147B (en) * | 2016-04-07 | 2018-08-17 | 江苏省苏中建设集团股份有限公司 | Wave mode balcony structure formwork erection method |
| CN105804397A (en) * | 2016-05-19 | 2016-07-27 | 中国五冶集团有限公司 | Combined steel die structure capable of shaping plate height reducing part and installation method of combined steel die structure |
| CN107345438A (en) * | 2017-05-17 | 2017-11-14 | 西咸新区矩阵实业有限公司 | It is a kind of to realize that structure turns over the construction method of the prefabricated assembled awning of eaves based on EPS warming plates |
| CN107345438B (en) * | 2017-05-17 | 2019-04-09 | 西咸新区矩阵住宅工业有限公司 | It is a kind of to realize that structure turns over the construction method of the prefabricated assembled awning of eaves based on EPS insulation board |
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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: 20150715 Termination date: 20160105 |