CN103122672A - Ring beam brick - Google Patents
Ring beam brick Download PDFInfo
- Publication number
- CN103122672A CN103122672A CN 201310008910 CN201310008910A CN103122672A CN 103122672 A CN103122672 A CN 103122672A CN 201310008910 CN201310008910 CN 201310008910 CN 201310008910 A CN201310008910 A CN 201310008910A CN 103122672 A CN103122672 A CN 103122672A
- Authority
- CN
- China
- Prior art keywords
- brick
- ring beam
- tie beam
- collar tie
- straight line
- 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.)
- Pending
Links
- 239000011449 brick Substances 0.000 title claims abstract description 72
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 32
- 229910052742 iron Inorganic materials 0.000 claims abstract description 16
- 230000000875 corresponding Effects 0.000 claims abstract description 5
- 239000000463 material Substances 0.000 claims abstract description 3
- 210000002356 Skeleton Anatomy 0.000 claims description 4
- 239000000945 filler Substances 0.000 claims 1
- 239000011469 building brick Substances 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 4
- 239000002023 wood Substances 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 10
- 230000003014 reinforcing Effects 0.000 description 3
- 210000002219 Extraembryonic Membranes Anatomy 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- -1 cobble 1214kg Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 239000011466 keyed brick Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
Abstract
The invention relates to a ring beam brick which belongs to the field of building bricks, and can replace a building ring beam manufactured by a wood template in a traditional process. The ring beam brick is a trough type brick which is manufactured by concrete with the C25 strength grade as a basic material and taking a net frame woven by No. 8 iron wires as a framework, and ring beam bricks can be divided into straight bricks and corner bricks according to the three-dimensional shapes of the trough type bricks. According to the invention, the trough type brick is produced by a common brick manufacturing process. Taking a straight brick with the large application amount as an example, the height and the width of a trough type brick are determined according to the thickness and the width of a corresponding ring beam, a blank mold of the ring beam brick is manufactured according to the sizes, a woven iron net framework is placed in the blank mold, the mixed concrete with the C25 strength grade is poured into the blank mold, and then maintaining and demoulding are implemented so as to produce a finished ring beam brick product. According to the invention, the ring beam brick fills the blank of ring beam bricks in building industry, the procedures and the engineering cost of the ring beam brick are reduced, and wood resources are saved.
Description
Technical field
The present invention relates to the building brick field, is the building brick by factory industry production, uses it can replace the traditional handicraft of using wooden form to make the house building collar tie beam.
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Background technology
Making at present the collar tie beam of house building, is all the method that adopts at the construction field (site) concreting in the wooden model sheet frame that sets up.The conventional method of making collar tie beam is during to the expection height, to tie up reinforced frame when architecture construction on the masonry that stage completes, and sets up the wooden model sheet frame outside it, concreting in the wooden model sheet frame then, and health is stripping after one month.Make with the method for using wooden form the technical problem that the traditional handicraft of collar tie beam exists and be not only consumption timber, and from tie up reinforcing bar to concrete curing finish the form removal version during this period of time in next procedure can not continue construction, correlation engineering stops operation.
Be no matter at home or abroad, make up to now collar tie beam on engineering and be always the wooden form method of setting up of using this waste man-hour, consuming timber, there is no and to replace the building brick that uses the wooden form method to make collar tie beam.
Summary of the invention
Make the shortcoming of collar tie beam method for traditional use wooden form, the present invention solves the technical scheme that its technical problem adopts and is to provide the building brick that can not use the wooden form method to make collar tie beam, is different from the shape of the various building bricks that current engineering aspect use and the new varieties " collar tie beam brick " of purposes that is:.
The collar tie beam brick is that the rack with the establishment of No. 8 iron wires is skeleton, is the keyed brick that stock is made with the C25 concrete, by Shape Classification, two kinds of straight line shaped brick and turning shaped bricks is arranged.
Implementing mode of the present invention is to produce the collar tie beam brick with common brickmaking technology
PressThe thickness of collar tie beam and width dimensions are determined height and the width dimensions of collar tie beam brick profile, and the fetal membrane of data creating collar tie beam brick accordingly.Complete the C25 grade concrete of settling woven iron network framework, pouring to stir, the process of the health demoulding in fetal membrane, just produced collar tie beam brick finished product.
Do not need to set up at the construction field (site) wooden form when using the collar tie beam brick to make the collar tie beam of building, as long as the position pendulum of making collar tie beam on the building masonry puzzles the collar tie beam brick of respective shapes, the reinforced frame that meets designing requirement that ties up in advance is placed on the inside of collar tie beam brick and connects with the reinforcing bar of building column, then concrete perfusion.
Because thickness and width dimensions that the height of collar tie beam brick profile and width dimensions are exactly collar tie beam, and brick body itself becomes as a whole with reinforcing bar with concrete casting, therefore also can make with the collar tie beam brick collar tie beam brick that meets designing requirement without wooden form.
The job practices of making at present the house building collar tie beam is to set up wooden form at engineering site, and the concrete of building is through form removal after health in 28 days.Site operation needs manually, concrete curing needs the time, wooden form was used several times and will be scrapped, and the time cost of therefore making collar tie beam at building-site with wooden form is very high, and the amount of wood of using in construction is also very large.
As seen, the collar tie beam brick is the new varieties of building brick, implements the present invention and has not only filled up the blank that builing industry does not have the collar tie beam brick, also makes the operation of making collar tie beam can realize the part factory operation.Comparing with the conventional method of using wooden form to make collar tie beam in dwelling construction, produce, use the collar tie beam brick to make the method for house building collar tie beam, is to reduce construction costs at environmental protection, beneficial effect aspect energy-conservation, saves a large amount of timber resources in short supply.
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Description of drawings
Fig. 1 is straight line shaped brick orthographic drawing.
Fig. 2 is turning shaped brick orthographic drawing.
Fig. 3 is straight line shaped brick stereogram.
Fig. 4 is turning shaped brick stereogram.
Fig. 5 is straight line shaped brick iron network framework reference diagram.
Fig. 6 is turning shaped brick iron network framework reference diagram.
The specific embodiment
According to the Ministry of Construction " eight or five " the scientific and technical research project plan and " national building standard design compilation work plan in 1994 ", can combine the supporting design of building and building block modularization, make to produce the collar tie beam brick and design collar tie beam progressively to reach standardization, standardization.In view of the width of the general body of wall of China's house building and the height of collar tie beam have the universal standard, the collar tie beam brick that uses in housing construction also can form series.
As follows in the specification of plant produced collar tie beam brick by standardized standard:
The frid thickness of straight line shaped brick is that 30mm, width are 240mm, highly 180mm and 240mm two kinds of specifications, length to be arranged are 500mm; Frid gauge, width dimensions and the height dimension of turning shaped brick, the length dimension of straight line portion be measure-alike with straight line shaped brick corresponding part all, and both differences are that the middle part of turning shaped brick has 90 degree quarter bends and bottom that the foursquare hole of the length of side 190 mm is arranged.
The iron network framework of straight line shaped brick is woven into netted with No. 8 iron wires.The interval that is spaced apart between 50～70mm, parallel and parallel between its warp and warp is also 50～70mm, and namely the length and width of skeleton mesh distance is 50～70mm.Iron net width is 210mm, highly 160～170mm and 220～230mm two kinds of specifications, length are arranged is 500mm; The length dimension of the material of the iron network framework of turning shaped brick, mesh specification, width dimensions and height dimension, straight line portion is measure-alike with straight line shaped brick corresponding part all, and both differences are that the middle part of turning shaped brick has 90 degree quarter bends and bottom that the foursquare hole of the length of side 200 ~ 210mm is arranged.
Make the strength grade of concrete C25 of collar tie beam brick, mix proportion is No. 32.5 cement 1: medium coarse sand 1.10: maximum gauge is less than the cobble 2.56 of 15mm: water 0.40, if be not cement 475kg, the sub-521kg of medium coarse sand, cobble 1214kg, water 190kg by the point counting of every cubic meter of concrete weighing scale.It is identical with the concrete allotment concrete vibrating mode of the making prefab form of routine that the allotment of the concrete of collar tie beam brick is vibrated.
The collar tie beam brick of making as stated above can reach following index: concrete construction preparation strength 33.22 N/mm
2,, axial compressive strength 16.7N/mm
2, axial tensile strength 1.78 N/mm
2,Therefore the collar tie beam brick as the ingredient of collar tie beam, can reach the designing requirement of house building collar tie beam strength criterion fully..
Claims (4)
1. one kind is used for architectural collar tie beam brick, and two kinds of shapes of straight line shaped brick and turning shaped brick are arranged, and it is characterized in that iron net take No. 8 iron wire establishments as skeleton, is that filler is made with the concrete of C25 strength grade.
2. a kind of for architectural collar tie beam brick according to claim 1, it is characterized in that: the frid thickness of straight line shaped brick is that 30mm, width are 240mm, highly 180mm and 240mm two kinds of specifications, length to be arranged are 500mm; Frid gauge, width dimensions and the height dimension of turning shaped brick, the length dimension of straight line portion be measure-alike with straight line shaped brick corresponding site all, and both differences are that the middle part of turning shaped brick has 90 degree quarter bends and bottom that the foursquare hole of the length of side 190 mm is arranged.
3. a kind of for architectural collar tie beam brick according to claim 1, it is characterized in that: the iron network framework of straight line shaped brick is woven into netted with No. 8 iron wires, the length and width of skeleton mesh distance is 50～70mm, and iron net width is 210mm, highly 160～170mm and 220～230mm two kinds of specifications, length are arranged is 500mm; The length dimension of the material of the iron network framework of turning shaped brick, mesh specification, width dimensions and height dimension, straight line portion is measure-alike with straight line shaped brick corresponding site all, and both differences are that the middle part of turning shaped brick has 90 degree quarter bends and bottom that the foursquare hole of the length of side 200 ~ 210 mm is arranged.
4. a kind of for architectural collar tie beam brick according to claim 1, it is characterized in that: what making collar tie beam brick was selected is the ratio batching of C25 concrete class.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201310008910 CN103122672A (en) | 2013-01-10 | 2013-01-10 | Ring beam brick |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201310008910 CN103122672A (en) | 2013-01-10 | 2013-01-10 | Ring beam brick |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103122672A true CN103122672A (en) | 2013-05-29 |
Family
ID=48453795
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201310008910 Pending CN103122672A (en) | 2013-01-10 | 2013-01-10 | Ring beam brick |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103122672A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763103A (en) * | 2015-04-11 | 2015-07-08 | 桂林理工大学 | Construction method of assembling-type prefabricated concrete ring beam |
| CN105464383A (en) * | 2014-09-03 | 2016-04-06 | 中国建筑第四工程局有限公司 | Arc ring beam construction method and ring beam formwork building block |
| CN105484421A (en) * | 2015-12-14 | 2016-04-13 | 二十二冶集团第一建设有限公司 | Ring beam formwork bricks and building secondary structure filler wall ring beam construction method |
-
2013
- 2013-01-10 CN CN 201310008910 patent/CN103122672A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464383A (en) * | 2014-09-03 | 2016-04-06 | 中国建筑第四工程局有限公司 | Arc ring beam construction method and ring beam formwork building block |
| CN104763103A (en) * | 2015-04-11 | 2015-07-08 | 桂林理工大学 | Construction method of assembling-type prefabricated concrete ring beam |
| CN104763103B (en) * | 2015-04-11 | 2016-09-28 | 桂林理工大学 | A kind of construction method of prefabricated concrete collar tie beam |
| CN105484421A (en) * | 2015-12-14 | 2016-04-13 | 二十二冶集团第一建设有限公司 | Ring beam formwork bricks and building secondary structure filler wall ring beam construction method |
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Application publication date: 20130529 |