CN101624841B - Method for constructing one-time casting reinforced concrete building - Google Patents
Method for constructing one-time casting reinforced concrete building Download PDFInfo
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- CN101624841B CN101624841B CN2008100649276A CN200810064927A CN101624841B CN 101624841 B CN101624841 B CN 101624841B CN 2008100649276 A CN2008100649276 A CN 2008100649276A CN 200810064927 A CN200810064927 A CN 200810064927A CN 101624841 B CN101624841 B CN 101624841B
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Abstract
The invention provides a method for constructing a one-time casting reinforced concrete building, which relates to a method for constructing buildings, in particular to a method for constructing a building by casting concrete in field-binding reinforcement formworks. The building consists of foundation ring beams, reinforcements, inner supporting templates, external supporting template, deposit concrete, and heat insulating foam boards, wherein the foundation ring beams are formed by binding horizontal reinforcements and vertical reinforcements and pouring concrete, the vertical reinforcements are evenly distributed on four sides of the foundation ring beams and extend out of the upper surfaces, the reinforcements consist of the vertical reinforcements, the horizontal reinforcements, corner reinforcements, T-shaped reinforcements and cross reinforcements, the inner supporting templates are supported by the indoor foundation ring beams, front pre-embedded line pipes of the outer supporting templates are matched and tied up fixedly with the vertical reinforcements and then support the outer supporting templates, and concrete is poured between the inner templates and the outer templates with jolt ramming while being poured. The building has simple constructing process, can be constructed with a plurality of stories, saves bricks, time and labors, and has low construction cost andgood building integrity.
Description
Technical field:
The present invention relates to the construction method of building, the building construction method of especially on-the-spot binding reinforcing bar formwork fluid concrete.
Background technology:
As everyone knows, build the house and do not lack brick and cement, not only need a large amount of soils with brick in a large number, and built on-site speed is very slow, especially being the north, for winter protection, body of wall requires thick, builds just more time-consuming taking a lot of work.
Summary of the invention:
In order to overcome many deficiencies of building the house, the invention provides a kind of construction method of one-time casting reinforced concrete building at the scene, take this method to build the house saving of work and time, the good integrity in house, it is sturdy and durable to be difficult for collapsing, can build backing house or flat-top house as required, also can build three layers with storied building according to foundation situation.
The technical solution used in the present invention is by foundation ring girder, reinforcing bar, inner formword, exterior sheathing, concrete pouring, insulation foam plate constitutes, foundation ring girder is by reinforcing bar binding, fluid concrete constitutes, the surface is also stretched out in first vertical reinforcing bar uniform foundation ring girder four limits, reinforcing bar is by the second vertical reinforcing bar, second horizontal reinforcement, the turning reinforcing rib, T type reinforcing rib, cross reinforcing rib is formed, the second vertical reinforcing bar cooperates colligation with the every first vertical reinforcing bar that foundation ring girder stretches out, reserve doorway and window, second horizontal reinforcement is arranged above and below and cooperates colligation with the second vertical reinforcing bar cross, every second horizontal reinforcement in corner cooperates colligation with the turning reinforcing rib, cooperate colligation with T font reinforcing rib between every horizontal reinforcement of second horizontal reinforcement of main wall body and partition wall, every horizontal reinforcement of partition wall infall cooperates colligation with cross reinforcing rib, inner formword is propped by indoor foundation ring girder, reserved window and doorway, the top template is pushed up by bracket leg, pre-embedded pipe cooperates with the second vertical reinforcing bar to tie up and consolidates before the exterior sheathing, a back exterior sheathing, in advancing, concrete pouring touches between plate and exterior sheathing, shake while pouring into a mould and to smash, pre-buried room, main wall body upper edge, backing house ridge fixture, remove exterior sheathing and inner formword after the health, the room frame cooperates with body of wall top, both sides, room ridge fixture bolt, reserved window, doorway and exterior window trim, door pocket cooperates fastening, insulation foam plate cooperates cementation with exterior wall, and decorative floor block cooperates cementation with insulation foam plate.
The invention has the beneficial effects as follows: building course is simple, but multilayer build, economize brick, save time, the saving of labor, construction cost is low, whole building is good.
Description of drawings:
Fig. 1. be structural front view of the present invention;
Fig. 2. be sectional side view of the present invention;
Fig. 3. be the partial enlarged drawing of Fig. 2 of the present invention;
Fig. 4. be turning of the present invention reinforcing rib view;
Fig. 5. be the strong muscle view of T type of the present invention;
Fig. 6. be the cross reinforcing rib view of the present invention.
The specific embodiment:
The present invention is by foundation ring girder, reinforcing bar, inner formword, exterior sheathing, concrete pouring, insulation foam plate constitutes, foundation ring girder 7 is by reinforcing bar binding, fluid concrete constitutes, the surface is also stretched out in first vertical reinforcing bar uniform foundation ring girder four limits, reinforcing bar is by the second vertical reinforcing bar, second horizontal reinforcement, the turning reinforcing rib, T type reinforcing rib, cross reinforcing rib is formed, the second vertical reinforcing bar 1 cooperates colligation with the every first vertical reinforcing bar that foundation ring girder stretches out, reserve doorway and window, second horizontal reinforcement 2 is arranged above and below and cooperates colligation with second vertical reinforcing bar 1 cross, every second horizontal reinforcement 2 in corner cooperates colligation with turning reinforcing rib 5, cooperate colligation with T font reinforcing rib 11 between every second horizontal reinforcement of second horizontal reinforcement 2 and partition wall of main wall body, every second horizontal reinforcement of partition wall 10 infalls cooperates colligation with cross reinforcing rib 12, inner formword is propped by indoor foundation ring girder 7, reserved window and doorway, the top template is pushed up by bracket leg, pre-embedded pipe cooperates with the second vertical reinforcing bar 1 to tie up and consolidates before the exterior sheathing, a back exterior sheathing, in advancing, concrete pouring touches between plate and exterior sheathing, shake while pouring into a mould and to smash, pre-buried room, main wall body upper edge, backing house ridge fixture 9, remove exterior sheathing and inner formword after the health, room frame 8 cooperates with body of wall top, both sides, room ridge fixture 9 bolt, reserved window, doorway and exterior window trim, door pocket cooperates fastening, insulation foam plate 4 cooperates cementation with exterior wall, decorative floor block 6 cooperates cementation with insulation foam plate, and the method also can be built building.
Claims (1)
1. the construction method of one-time casting reinforced concrete building, the construction method that relates to building, its technical scheme is by foundation ring girder, reinforcing bar, inner formword, exterior sheathing, concrete pouring, insulation foam plate constitutes, it is characterized in that, foundation ring girder is by the vertical reinforcing bar binding with first of first horizontal reinforcement, fluid concrete constitutes, the surface is also stretched out in first vertical reinforcing bar uniform foundation ring girder four limits, reinforcing bar is by the second vertical reinforcing bar, second horizontal reinforcement, the turning reinforcing rib, T type reinforcing rib, cross reinforcing rib is formed, the second vertical reinforcing bar cooperates colligation with the every first vertical reinforcing bar that foundation ring girder stretches out, reserve doorway and window, second horizontal reinforcement is arranged above and below and cooperates colligation with the second vertical reinforcing bar cross, every second horizontal reinforcement in corner cooperates colligation with the turning reinforcing rib, cooperate colligation with T font reinforcing rib between every second horizontal reinforcement of second horizontal reinforcement of main wall body and partition wall, every second horizontal reinforcement of partition wall infall cooperates colligation with cross reinforcing rib, inner formword is propped by indoor foundation ring girder, reserved window and doorway, the top template is pushed up by bracket leg, pre-embedded pipe cooperates with the second vertical reinforcing bar to tie up and consolidates before the exterior sheathing, a back exterior sheathing, in advancing, concrete pouring touches between plate and exterior sheathing, shake while pouring into a mould and to smash, pre-buried room, main wall body upper edge, backing house ridge fixture, remove exterior sheathing and inner formword after the health, the room frame cooperates with body of wall top, both sides, room ridge fixture bolt, reserved window, doorway and exterior window trim, door pocket cooperates fastening, insulation foam plate cooperates cementation with exterior wall, and decorative floor block cooperates cementation with insulation foam plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100649276A CN101624841B (en) | 2008-07-11 | 2008-07-11 | Method for constructing one-time casting reinforced concrete building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100649276A CN101624841B (en) | 2008-07-11 | 2008-07-11 | Method for constructing one-time casting reinforced concrete building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101624841A CN101624841A (en) | 2010-01-13 |
| CN101624841B true CN101624841B (en) | 2010-10-27 |
Family
ID=41520821
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2008100649276A Expired - Fee Related CN101624841B (en) | 2008-07-11 | 2008-07-11 | Method for constructing one-time casting reinforced concrete building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101624841B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587543B (en) * | 2012-01-18 | 2014-06-04 | 浙江海天建设集团有限公司 | Building shading cast-in-place concrete lattice wall and construction method thereof |
| CN102603264B (en) * | 2012-03-28 | 2013-12-04 | 王佳水 | Integral casting house made by reusing solid waste and method |
| CN103088908B (en) * | 2013-02-08 | 2015-09-09 | 于占林 | Composite concrete placement lightweight concrete soil structure |
| CN104594630B (en) * | 2015-01-16 | 2015-11-11 | 广东建星建筑工程有限公司 | House wall structure and agent structure after-pouring integral construction method and house |
| CN109914802A (en) * | 2019-04-15 | 2019-06-21 | 徐伟红 | Build mold method in house |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2250985Y (en) * | 1994-12-16 | 1997-04-02 | 北京市东升新型盒子房屋厂 | Assembled reinforced concrete box structure building |
| US20030177737A1 (en) * | 2002-02-16 | 2003-09-25 | Randall Byrd | Concrete construction material and method of use |
| CN1460758A (en) * | 2003-06-13 | 2003-12-10 | 窦柏强 | Asbestos cement one-step formless building method |
| US20050155297A1 (en) * | 2004-01-20 | 2005-07-21 | Eugenio Aburto Ponce | Massive construction system using rock masonry |
| GB2420352A (en) * | 2004-11-17 | 2006-05-24 | Formworks | Building comprising insulating shuttering panels and poured concrete |
| CN1940196A (en) * | 2005-09-26 | 2007-04-04 | 范业铎 | Fast construction of energy-saving building |
-
2008
- 2008-07-11 CN CN2008100649276A patent/CN101624841B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2250985Y (en) * | 1994-12-16 | 1997-04-02 | 北京市东升新型盒子房屋厂 | Assembled reinforced concrete box structure building |
| US20030177737A1 (en) * | 2002-02-16 | 2003-09-25 | Randall Byrd | Concrete construction material and method of use |
| CN1460758A (en) * | 2003-06-13 | 2003-12-10 | 窦柏强 | Asbestos cement one-step formless building method |
| US20050155297A1 (en) * | 2004-01-20 | 2005-07-21 | Eugenio Aburto Ponce | Massive construction system using rock masonry |
| GB2420352A (en) * | 2004-11-17 | 2006-05-24 | Formworks | Building comprising insulating shuttering panels and poured concrete |
| CN1940196A (en) * | 2005-09-26 | 2007-04-04 | 范业铎 | Fast construction of energy-saving building |
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| Publication number | Publication date |
|---|---|
| CN101624841A (en) | 2010-01-13 |
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| CF01 | Termination of patent right due to non-payment of annual fee |