CN104213654A - Novel method for synchronously building walls, frame and floors of house - Google Patents
Novel method for synchronously building walls, frame and floors of house Download PDFInfo
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- CN104213654A CN104213654A CN201310219797.XA CN201310219797A CN104213654A CN 104213654 A CN104213654 A CN 104213654A CN 201310219797 A CN201310219797 A CN 201310219797A CN 104213654 A CN104213654 A CN 104213654A
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Abstract
The invention provides a novel method for synchronously building walls, a frame and floors of a house. Novel building materials of L-shaped matched wall bricks, H-shaped matched wall bricks and U-shaped matched wall bricks and a layered matched building mode are adopted, the heat and sound insulation waterproof floor slab building house is built, and the novel method used for building the walls and frame formworks of the walls is creatively generated. According to the novel method for floor slab building, floor slabs are scientifically built in a layered and matched mode, so that the heat and sound insulation and waterproof effects are achieved. When the novel method is used for building the house, building work hours are reduced by about 50%, resource and energy consumption is reduced by about 50%, and damage generated in various natural disasters such as an earthquake is reduced by over 50%.
Description
Existing framework house building method is all generally first vertical frame Structural form on building foundation, use steel bar concrete casting framework shaping again, inlay with wall brick afterwards and fill up masonry panel, majority is all general frame of first casting, after from bottom to top layered mosaics fill up, masonry panel, framework casting and building wall are implemented step by step.Or also there is minority first to build the scrappy monolithic body of wall of frameless position, the framework formwork of rear vertical frame rack position, then use steel bar concrete casting frame construction, to connect the scrappy monolithic body of wall in each portion.Above building method shortcoming is: framework casting and building wall step-by-step construction, and cause man-hour long, consumptive material is many, high energy consumption, and overall structure performance between framework and body of wall is poor, Anti-seismic and disaster resistant ability.
The for a change above building method fallen behind, the present invention's design is used special LHU shape instead and is coordinated wall brick and channel steel shape layering cooperation to build thermal insulation sound insulation waterproof floor slab by laying bricks or stones, implement disposable synchronous house to build by laying bricks or stones and framework cast molding, to improve house soundness and quake evaluation performance, (attached: in raise build work (1) LHU shape coordinate wall brick manual and in raise build work (2) channel steel shape layering and coordinate thermal insulation sound insulation waterproof floor slab manual) simultaneously for house property cause joint provide energy-saving time, the people's livelihood is lived in peace and is contributed.
New method synchronously built by laying bricks or stones by house wall, framework, floor:
1, on building foundation, preset the vertical steel concrete steel frame needing to arrange everywhere.
2, coordinate wall brick not only when wall brick but also when framework formwork surrounds vertical steel concrete steel frame masonry panel with the LHU shape of difformity and purposes, and reserved concrete column groove and in length and breadth beam casting groove simultaneously, to build casting general frame house by laying bricks or stones:
Two blocks of L shape wall bricks are put upside down and are fitted in a pair rectangle wall brick, carry out levels doubling masonry panel corner in length and breadth for surrounding the vertical steelframe of building elbow place by laying bricks or stones.
One piece of H-shaped wall brick transverse opening docking turning doubling building wall, follow-up polylith H-shaped wall brick lateral port mouth is connected, upper lower leaf doubling fissure of displacement building sequence masonry panel.
Two blocks of L shape wall bricks are put upside down and are fitted in a pair rectangle wall brick and one piece of square wall brick point levels fissure of displacement of horizontal U-shaped and coordinate and build door and window both sides upper and lower vertical edges seam body of wall by laying bricks or stones.
The square wall brick opening upwards of polylith U-shaped, the mouth building sequence that is connected in side is built beam groove in length and breadth by laying bricks or stones and is connected with column groove.
3, arrange beam channel-section steel muscle in length and breadth in the reserved beam groove in length and breadth after integral house builds appearance by laying bricks or stones, past column groove and in length and breadth beam groove casting concrete mortar simultaneously, with fixing formation general frame structural building main body.Need in the middle of above crossbeam to stay 2-4 centimetre wide dark effluent trough to lead to the outer outlet pipe of wall.
4, according to building construction quake evaluation firmness needs, column can be designed to overlook the various rectangle column such as right angle type, T-shaped or cross in length and breadth in advance, the rectangular dimension of various rectangle column, can increase with the need, until full body of wall slam is cast into whole blank wall body in length and breadth, the thickness up and down of vertical cross girder suitably can add on the basis of beam groove builds the U-shaped cooperation wall brick turning upside down alternate, and integral cast improves thickness, meets the anti-folding demand of beam body.
5, on crossbeam, first pave lower floor's floor that layering coordinates floor, notch is upwards closely paved successively, and seam cement mortar is closely knit fills up.After lower floor's floor is paved, floor joint must be connected with bolt is firm, come off with floor displacement during earthquake-proof, damage.Lower floor pave fastening after build upper strata floor again, notch is downward, and closely build by laying bricks or stones with the adjacent groove of lower fault Cao Kua lower floor two successively, seam mortar tamps, with preventing water leakage, before and after the floor of upper strata each inlay to pave with half range floor pave.
When the cooperation of levels floor is built by laying bricks or stones, 2-3 cm thick cement mortar must be laid between Zhe Qiang district, floor two levels, to ensure to build rear upper and lower channel-section steel frame by laying bricks or stones, must not contact with each other with base plate or panel, with space partition levels floor, prevent levels floor to be connected, guarantee that the sound of something astir of upper aspect must not be delivered to lower floor's floor, manifest soundproof effect.
6, after the room body of same floor height is built by laying bricks or stones, is cast, lays and be disposed, go round and begin again on reserved vertical pillars reinforcing bar Foundation of steel frame again, again wheel turns over and builds casting by laying bricks or stones and lay new last layer building, until the highest top layer in house, the floor of the highest top layer i.e. roof panels, for prevention snow and rain hail or the infringement of extraneous material, roofing can the two-layer thermal insulation sound insulating floor slab of lay-up, to reach object of living in peace.
7, for improving Building Energy Saving, the effects such as environmental protection, can annotate in the air and filling various lightweight thermal insulation sound-and-fire proof material in house surrounding body of wall concerning foreign affairs, outside reducing room as far as possible, the high and cold high noisy of high temperature is on the impact of indoor.
8, all door and windows can adopt the door and window of double face slab or double-layer glass spacer structure, in order to reinforcement thermal insulation soundproof effect.
Above synchronous masonry panel, casting framework, laying floor construction house tool is adopted to have the following advantages:
1, house wall is built by laying bricks or stones with framework casting and is paved sound insulating floor slab synchronous construction, the integral firmness in house can be strong, Anti-seismic and disaster resistant performance is good, because body of wall hollow rate reaches about 50%, the deadweight in house also reduces about 50%, the reaction force of same house to earthquake also reduces about 50%, thus can reduce loss more than 50% that various disaster causes until 100%.
2, because house wall is also framework formwork, building wall and framework formwork erection and lay prefabricated sound insulating floor slab etc. and synchronously develop simultaneously simultaneously and construct, abolished a large amount of on-the-spot carpenter's operations, saved a large amount of wood works, main house body construction period can save more than 50%.
3, because body of wall hollow rate reaches about 50%, and be all cement bonded sand petrochemical industry substantially, abolished carpenter's operation engineering that job site is a large amount of simultaneously, thus can save various building resource and consume more than 50%.
4, because various building logistics reduces in a large number, and abolish on-the-spot carpenter's operation engineering, implemented building energy conservation and add energy saving building, thus can save building total energy consumption about 50%.Figure of description illustrates:
Accompanying drawing is that after coordinating hollow wall brick masonry, bird lookes at flat shape and is similar to the hollow wall brick schematic diagram of cooperation of English capitalization LHU shape.
Fig. 1 is that L shape coordinates hollow wall brick, and two blocks of L shape wall bricks are put upside down cooperation and built into the square wall brick of a block length by laying bricks or stones, be used for corner, house place in length and breadth layering doubling build the shape corner at a right angle vertical plane the top of a wall vertical with door and window both sides seam by laying bricks or stones.
Fig. 2 is that H-shaped coordinates hollow wall brick, house wall area hollow wall broad in the middle is built in the building sequence that is connected of polylith H-shaped wall brick transverse opening by laying bricks or stones, body of wall two stop portion coordinates with the hollow wall brick of the square cooperation of a block length or one block of hollow wall brick of U-shaped builds into the top of a wall seam by laying bricks or stones, and this seam method is also seam method when building various rectangular frame column groove by laying bricks or stones.
Fig. 3 is that U-shaped coordinates hollow wall brick, polylith U-shaped wall brick opening upwards, side mouth be connected building sequence build by laying bricks or stones into house frame in length and breadth beam groove be connected with column groove, form integral house framework casting groove, integral house uses concrete casting general frame after having built by laying bricks or stones immediately, forms integral reinforced concrete frame house.
Claims (1)
1. adopting New Building Materials---LHU shape coordinates wall brick and layering to coordinate thermal insulation sound insulation waterproof floor slab building, and what innovation produced is house wall, again when house frame formwork; Floor layering overstates that two adjacent groove scientific matching are built by laying bricks or stones, and implements masonry panel, casting framework, lays floor synchronous construction new method.
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CN201310219797.XA CN104213654A (en) | 2013-06-05 | 2013-06-05 | Novel method for synchronously building walls, frame and floors of house |
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CN201310219797.XA CN104213654A (en) | 2013-06-05 | 2013-06-05 | Novel method for synchronously building walls, frame and floors of house |
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CN104213654A true CN104213654A (en) | 2014-12-17 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113931344A (en) * | 2021-10-26 | 2022-01-14 | 李鹏 | Square brick and building method thereof |
Citations (6)
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AU7152074A (en) * | 1973-07-20 | 1976-01-22 | Johnston G A | Concrete tee block |
CN1058068A (en) * | 1991-06-20 | 1992-01-22 | 杨遂震 | Combined hollow building block and production equipment |
CN2320693Y (en) * | 1997-08-21 | 1999-05-26 | 广西科学院应用物理研究所 | Multi-functional ventilating and insulating hollow brick |
EP1054115A1 (en) * | 1999-05-21 | 2000-11-22 | G P S | Building block for making angled walls |
CN1639430A (en) * | 2002-03-01 | 2005-07-13 | P·布拉热维奇 | Building panel and construction method |
CN2753822Y (en) * | 2004-11-18 | 2006-01-25 | 何德江 | Two-layer corrugated plate planel |
-
2013
- 2013-06-05 CN CN201310219797.XA patent/CN104213654A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU7152074A (en) * | 1973-07-20 | 1976-01-22 | Johnston G A | Concrete tee block |
CN1058068A (en) * | 1991-06-20 | 1992-01-22 | 杨遂震 | Combined hollow building block and production equipment |
CN2320693Y (en) * | 1997-08-21 | 1999-05-26 | 广西科学院应用物理研究所 | Multi-functional ventilating and insulating hollow brick |
EP1054115A1 (en) * | 1999-05-21 | 2000-11-22 | G P S | Building block for making angled walls |
CN1639430A (en) * | 2002-03-01 | 2005-07-13 | P·布拉热维奇 | Building panel and construction method |
CN2753822Y (en) * | 2004-11-18 | 2006-01-25 | 何德江 | Two-layer corrugated plate planel |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113931344A (en) * | 2021-10-26 | 2022-01-14 | 李鹏 | Square brick and building method thereof |
CN113931344B (en) * | 2021-10-26 | 2023-01-06 | 上海炽盛装饰工程有限公司 | Square brick and building method thereof |
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Application publication date: 20141217 |