CN203546726U - Blank form made of glass fiber reinforced cement boards - Google Patents
Blank form made of glass fiber reinforced cement boards Download PDFInfo
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- CN203546726U CN203546726U CN201320576305.8U CN201320576305U CN203546726U CN 203546726 U CN203546726 U CN 203546726U CN 201320576305 U CN201320576305 U CN 201320576305U CN 203546726 U CN203546726 U CN 203546726U
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- glass fiber
- fiber reinforcement
- cement board
- reinforcement cement
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Abstract
The utility model discloses a blank form made of glass fiber reinforced cement boards. The blank form is characterized in that a foundation cushion (1) is arranged at the bottom of a blank form foundation, waterproof cushions (2) are arranged on the outer side of the top of the foundation, and reinforcing steel bar heads (4) are nailed on the inner sides of formwork mounting position lines (8) on the foundation cushion (1); formworks (3) made of the glass fiber reinforced cement boards are mounted on the outer sides of the reinforcing steel bar heads (4) along the length direction of the foundation; long battens are nailed on the inner sides of the formworks along the length directions of the formworks, and short battens are arranged on each formwork in the directions opposite to the long battens on two sides of the formwork. The blank form has the advantages that the blank form can be constructed easily and conveniently and is simple in structure, labor and materials can be saved, and the efficiency can be improved; the formworks made of the glass fiber reinforced cement boards are excellent in machinability, water tightness and frost resistance and are convenient, and the cost can be saved; the reinforcing steel bar heads are nailed on the inner sides of the formwork mounting position lines, so that the formworks can be prevented from moving inwardly, and the reinforcing steel bar heads also can be used as control elevations of the foundation cushion in the future; the tops of the formworks are lower than the tops of the waterproof cushions (2), so that rounded corners can be naturally formed when the waterproof cushions are constructed, and the external corner grinding time can be saved.
Description
Technical field
The utility model relates to the Side shutterings such as a kind of pile foundation cushion cap, grade beam, grade beam, sump, particularly a kind ofly take the structural system that glass fiber reinforcement cement board is Side shuttering.
Background technology
The structures such as basis grade beam, cushion cap are intricate, and number is numerous, and foundation need to arrange a large amount of templates.Conventional construction method is mainly with building the template of brick fetal membrane as basic part by laying bricks or stones, and what this construction method need to be a large amount of is artificial, and the construction period is long and expense is higher.
Application number is 201020265693.4 to disclose a kind of cement board base membrane, comprises the structures such as foundation pad, waterproof bed course, cement board, plate outer void, location batten, fixing strip.Its complicated structure, especially locates the design of batten, by nail, be fixed respectively in both sides, operate cumbersome, and fixing unstable.In addition, its fixing strip is the batten that two ends have L-type breach, has also increased manufacturing procedure.
Utility model content
In order to overcome above-mentioned defect, the technical problems to be solved in the utility model is: the glass fiber reinforcement cement board fetal membrane of provide a kind of easy construction, simple in structure, labor and material saving, raising the efficiency.
The utility model is that the technical scheme that solves the problems of the technologies described above employing is: a kind of glass fiber reinforcement cement board fetal membrane, and foundation bottom has foundation pad, and there is waterproof bed course in outside, basic top, on foundation pad, template installation site line inner side nail has steel bar end; In steel bar end outside, glass fiber reinforcement cement board template is installed along the elongated direction on basis; Inside glass fiber reinforcement cement board template, elongated direction nail has long flitch, and the relative direction of both sides flitch is provided with short flitch.
Described glass fiber reinforcement cement board template top has the hole of wearing iron wire, and iron wire one end is fixed on this place, hole, and the other end extends to waterproof bed course place, by bar dowel, is fixed in the earth around of basis.
Described glass fiber reinforcement cement board template end face is lower than waterproof bed course end face.
The outside nail that described glass fiber reinforcement cement board template connects edge joint position has short flitch or template leftover pieces.
Described glass fiber reinforcement cement board formwork inside-corner has been built cement mortar fillet.
In described glass fiber reinforcement cement board template, surveying top edge is circular arc.
The beneficial effects of the utility model are: 1, glass fiber reinforcement cement board template has good workability, higher intensity, toughness, impermeability and anti-freezing property, can cut arbitrarily saw, also can be connected and fixed with nail, with respect to brick fetal membrane, both facilitated, saved time, saving of labor, cost-saving again, can also ensure the quality of products and safety simultaneously.2, at glass fiber reinforcement cement board template installation site line inner side nail, there is steel bar end, can prevent that template bottom, because the side pressure of outside soil is moved template to the inside, also can be used as later foundation pad elevation control.3, the bracing reinforcement of glass fiber reinforcement cement board template and install and use flitch, template leftover pieces and steel bar end, take full advantage of the template leftover pieces of discarding, short flitch and bar dowel, make these obtain re-using by discarded material, saved construction cost.4, lower than waterproof bed course end face, can naturally there is fillet during waterproof cushion construction in glass fiber reinforcement cement board template end face, can save the polishing time of external corner.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, illustrate glass fiber reinforcement cement board fetal membrane described in the utility model.
This accompanying drawing is the structural representation of glass fiber reinforcement cement board fetal membrane.
In figure: 1, foundation pad, 2, waterproof bed course, 3, glass fiber reinforcement cement board template, 4, steel bar end, 5, bar dowel, 6, iron wire, 7, backfill, 8, template installation site line.
The specific embodiment
As Figure 1-Figure 2, a kind of glass fiber reinforcement cement board fetal membrane, foundation bottom has foundation pad 1, and there is waterproof bed course 2 in outside, basic top, on foundation pad 1, line 8 inner sides nails in template installation site have steel bar end 4; In steel bar end 4 outsides, glass fiber reinforcement cement board template 3 is installed along the elongated direction on basis; At glass fiber reinforcement cement board template 3 inner side elongated directions nails, have long flitch, and support with short flitch in spacing 1000mm left and right, coordinates with steel bar end, form two ends freely supported structure, while preventing outside backfill template space soil, template generation is out of shape or displacement.
Described glass fiber reinforcement cement board template 3 tops have the hole of wearing iron wire 6, and iron wire 6 one end are fixed on this place, hole, and the other end extends to waterproof bed course 2 places, by bar dowel 5, is fixed in the earth around of basis.
Lower than waterproof bed course 2 end faces, can naturally there is fillet during 2 construction of waterproof bed course in described glass fiber reinforcement cement board template 3 end faces, can save the polishing time of external corner.
The outside nail that described glass fiber reinforcement cement board template 3 connects edge joint position has short flitch or template leftover pieces, and short flitch must pass through preservative treatment, and along piece vertical direction upper, middle and lower, each nail together, prevents from occurring fissure of displacement phenomenon after concreting.
Described glass fiber reinforcement cement board template 3 inner corner trims have been built cement mortar fillet.
The interior survey top edge of described glass fiber reinforcement cement board template 3 is circular arc.
Construction sequence of the present utility model:
Step 1: hammer into steel bar end 4 in line 8 inner sides, glass fiber reinforcement cement board template installation site.
Step 2: the installation of glass fiber reinforcement cement board template 3 is fixed: the glass fiber reinforcement cement board template 3 cutting out is arranged on to steel bar end 4 outsides, two templates connection edge joint positions, select template leftover pieces or the antiseptic short flitch of process, nail, permanent position is along piece short transverse upper, middle and lower respectively together.Corner formwork edge joint directly nails.
Step 3: flitch reinforcing template: nail on long flitch in the glass fiber reinforcement cement board template 3 elongated directions in inner side, and support with short flitch in spacing 1000mm left and right, coordinate with steel bar end 4, form two ends freely supported structure.
Step 4: the 6 one end knottings of 12# iron wire are fixed on to the place, hole opening at glass fiber reinforcement cement board template top, the other end extends to waterproof bed course 2 places, the 3 top tensions of glass fiber reinforcement cement board template are fixed, general 1500mm together, after tension, be wrapped on bar dowel 5, bar dowel 5 is squeezed in soil.、
Step 5: after treating that glass fiber reinforcement cement board template 3 is reinforced, template is closely knit with former earthen backfill by the space of a native side.
Step 6: treat that backfill is complete, build waterproof bed course 2 concrete, disposable press polish.
Step 7: after 2 concretings of waterproof bed course, the flitch that is supported on inner side can be removed, inner corner trim is smeared out fillet by cement mortar.
Claims (7)
1. a glass fiber reinforcement cement board fetal membrane, foundation bottom has foundation pad (1), and there is waterproof bed course (2) in outside, basic top, it is characterized in that:, template installation site line (8) inner side nail upper at foundation pad (1) has steel bar end (4); In steel bar end (4) outside, glass fiber reinforcement cement board template (3) is installed along the elongated direction on basis; In glass fiber reinforcement cement board template (3) inner side, elongated direction nail has long flitch, and the relative direction of both sides flitch is provided with short flitch.
2. glass fiber reinforcement cement board fetal membrane according to claim 1, it is characterized in that: described glass fiber reinforcement cement board template (3) top has the hole of wearing iron wire (6), iron wire (6) one end is fixed on this place, hole, the other end extends to waterproof bed course (2) and locates, and by bar dowel (5), is fixed in the earth around of basis.
3. glass fiber reinforcement cement board fetal membrane according to claim 1, is characterized in that: described glass fiber reinforcement cement board template (3) end face is lower than waterproof bed course (2) end face.
4. glass fiber reinforcement cement board fetal membrane according to claim 1, is characterized in that: the outside nail that described glass fiber reinforcement cement board template (3) connects edge joint position has short flitch or template leftover pieces.
5. glass fiber reinforcement cement board fetal membrane according to claim 4, is characterized in that: each nail has together along piece vertical direction upper, middle and lower for described short flitch or template leftover pieces.
6. glass fiber reinforcement cement board fetal membrane according to claim 1, is characterized in that: described glass fiber reinforcement cement board template (3) inner corner trim has been built cement mortar fillet.
7. glass fiber reinforcement cement board fetal membrane according to claim 1, is characterized in that: in described glass fiber reinforcement cement board template (3), surveying top edge is circular arc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320576305.8U CN203546726U (en) | 2013-09-17 | 2013-09-17 | Blank form made of glass fiber reinforced cement boards |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320576305.8U CN203546726U (en) | 2013-09-17 | 2013-09-17 | Blank form made of glass fiber reinforced cement boards |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203546726U true CN203546726U (en) | 2014-04-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320576305.8U Expired - Fee Related CN203546726U (en) | 2013-09-17 | 2013-09-17 | Blank form made of glass fiber reinforced cement boards |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203546726U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104164877A (en) * | 2014-08-15 | 2014-11-26 | 葛洲坝集团基础工程有限公司 | Dike slope toe underwater concrete construction method |
| CN109457966A (en) * | 2018-11-26 | 2019-03-12 | 上海建工七建集团有限公司 | A kind of mold method of foundation beam |
| CN114687371A (en) * | 2022-03-31 | 2022-07-01 | 成都建工第二建筑工程有限公司 | Assembled prefabricated brick forming die inclined construction method |
-
2013
- 2013-09-17 CN CN201320576305.8U patent/CN203546726U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104164877A (en) * | 2014-08-15 | 2014-11-26 | 葛洲坝集团基础工程有限公司 | Dike slope toe underwater concrete construction method |
| CN104164877B (en) * | 2014-08-15 | 2016-01-20 | 葛洲坝集团基础工程有限公司 | A kind of dyke toe underwater concrete construction method |
| CN109457966A (en) * | 2018-11-26 | 2019-03-12 | 上海建工七建集团有限公司 | A kind of mold method of foundation beam |
| CN114687371A (en) * | 2022-03-31 | 2022-07-01 | 成都建工第二建筑工程有限公司 | Assembled prefabricated brick forming die inclined construction method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140416 Termination date: 20210917 |