CN201377121Y - Entirely-poured concrete house - Google Patents
Entirely-poured concrete house Download PDFInfo
- Publication number
- CN201377121Y CN201377121Y CN200920099139U CN200920099139U CN201377121Y CN 201377121 Y CN201377121 Y CN 201377121Y CN 200920099139 U CN200920099139 U CN 200920099139U CN 200920099139 U CN200920099139 U CN 200920099139U CN 201377121 Y CN201377121 Y CN 201377121Y
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- wall
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- window
- formwork
- reinforcing bar
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Abstract
The utility model provides an entirely-poured concrete house which is composed of a basic ring beam, a wall body reinforcing steel bar, an inner formwork, an outer formwork, concrete, a heat-preservation foam plate, a house frame, a door and a window. The basic ring beam is bound by the reinforcing steel bar, and is composed of the reinforcing steel bar and the concrete; the wall body reinforcing steel bar is composed of a vertical reinforcing steel bar, a horizontal reinforcing steel bar, a corner reinforcing rib, a T-type reinforcing rib and a crossed-type reinforcing rib; the inner formwork is composed of a wall body inner formwork, a top part formwork, a window formwork and a door formwork; and the outer formwork is composed of a wall body outer formwork and an eave formwork. The concrete is poured between the inner formwork and the outer formwork, and the pouring and jolt ramming are carried out at the same time; when the upper rim of a ridge-lifting house main wall body is poured, a house ridge fixing piece is pre-embedded; after the concrete is solidified, the outer formwork and the inner formwork are disassembled; the house frame is matched with eaves at the top parts of the wall bodies at the two sides, the house ridge fixing piece is fixed by a bolt, the heat-preservation foam plate is adhered with an external wall in a matching manner, and a decorative brick is adhered with the outer surface of the heat-preservation foam plate in a matching manner. The entirely-poured concrete house has the characteristics of simple construction process, multi-layer construction, brick saving, time saving, low construction cost, good entire property of buildings, earthquake resistance and disaster resistance.
Description
Affiliated technical field:
The utility model relates to building construction method, the construction method in especially on-the-spot binding reinforcing bar formwork fluid concrete one house.
Background technology:
As everyone knows; build the house and do not lack brick and cement, a large amount of brickmaking not only need a large amount of soils, and built on-site speed is very slow; especially in the north; for winter protection, body of wall requires thick, and not only the consumption of brick is big; and time-consuming the taking a lot of work of build; in the country that lacks in the soil, saving that the soil particularly ploughs is our state basic policy, is the important measures of protection environment.
Summary of the invention:
Need a large amount of soils make brick in order to overcome tradition construction house, programming waits not enough slowly, the utility model provides the construction method in a kind of fluid concrete of disposable integral at the scene house, 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, and can build backing house or flat-top house as required, also can build multi-storey building according to foundation situation.
Technical solution adopted in the utility model is by foundation ring girder, the body of wall reinforcing bar, inner formword, exterior sheathing, concrete, insulation foam plate, the room frame, door, window constitutes, foundation ring girder is by reinforcing bar binding, concrete constitutes, reinforcing bar is around the foundation surface tiling, with reinforcing bar cross colligation in length and breadth, vertical reinforcing bar is higher than the foundation ring girder surface, four limits of uniform foundation ring girder, the body of wall reinforcing bar is by vertical reinforcing bar, horizontal reinforcement, the turning reinforcing rib, T type reinforcing rib, cross reinforcing rib is formed, vertical reinforcing bar cooperates colligation with the every vertical reinforcing bar that foundation ring girder stretches out, reserve doorway and window, horizontal reinforcement is arranged above and below and cooperates colligation with vertical reinforcing bar cross, the every horizontal reinforcement in corner cooperates colligation with the turning reinforcing rib, cooperate colligation with T type reinforcing rib between every horizontal reinforcement of the horizontal reinforcement of body of wall and partition wall, every horizontal reinforcement of partition wall infall cooperates colligation with cross reinforcing rib, inner formword is by the body of wall inner formword, the top template, template window, the doorway template is formed, the preceding pre-embedded pipe of body of wall inner formword formwork cooperates with vertical reinforcing bar to be tied up admittedly, the body of wall inner formword is propped from indoor foundation ring girder, reserved window and doorway, the top template is pushed up by bracket leg, the edge cooperates with interior wall upper edge, four limits, the window that the body of wall inner formword is reserved uses template window, template window cooperates fixing on one side with the body of wall inner formword, the doorway template is used on the doorway that the body of wall inner formword is reserved, the doorway template cooperates fixing with the body of wall inner formword, exterior sheathing is by the body of wall exterior sheathing, the eaves template is formed, the body of wall exterior sheathing is propped from foundation ring girder, meet window, doorway and template window, doorway template outer side edges cooperates fixing, the eaves template cooperates fixing with body of wall exterior sheathing lower limb, in advancing, concrete pouring touches between plate and exterior sheathing, shake while pouring into a mould and to smash, pre-buried room ridge fixture during main wall body cast upper edge, backing house, concrete curing solidifies the back removes exterior sheathing and inner formword, the room frame cooperates with body of wall top, both sides eaves, room ridge fixture bolt, reserved window, doorway and exterior window trim, door pocket cooperates fixing, insulation foam plate cooperates cementation with exterior wall, and decorative floor block cooperates cementation with the insulation foam plate external surface.
The beneficial effects of the utility model are: building course is simple, but multilayer build, economize brick, save time, the saving of labor, construction cost is low, whole building is good, antidetonation is combated a natural disaster.
Description of drawings:
Fig. 1. be the utility model front view;
Fig. 2. for the utility model is analysed and observe left view;
Fig. 3. be the utility model partial enlarged drawing;
Fig. 4. be the utility model turning reinforcing rib schematic diagram;
Fig. 5. be the utility model T type reinforcing rib schematic diagram;
Fig. 6. be the cross reinforcing rib schematic diagram of the utility model;
The specific embodiment:
The utility model is by foundation ring girder, the body of wall reinforcing bar, inner formword, exterior sheathing, concrete, insulation foam plate, the room frame, door, window constitutes, foundation ring girder 7 is by reinforcing bar binding, concrete constitutes, reinforcing bar is around the foundation surface tiling, with reinforcing bar cross colligation in length and breadth, vertical reinforcing bar is higher than the foundation ring girder surface, four limits of uniform foundation ring girder, the body of wall reinforcing bar is by vertical reinforcing bar 1, horizontal reinforcement 2, turning reinforcing rib 5, T type reinforcing rib 12, cross reinforcing rib 13 is formed, vertical reinforcing bar 1 cooperates colligation with the every vertical reinforcing bar that foundation ring girder stretches out, reserve doorway and window, horizontal reinforcement 2 is arranged above and below and cooperates colligation with vertical reinforcing bar cross, the every horizontal reinforcement 2 in corner cooperates colligation with turning reinforcing rib 5, cooperate colligation with T type reinforcing rib 12 between the horizontal reinforcement 2 of body of wall and every horizontal reinforcement of partition wall, every horizontal reinforcement of partition wall infall cooperates colligation with cross reinforcing rib 13, inner formword is by the body of wall inner formword, the top template, template window, the doorway template is formed, the preceding pre-embedded pipe of body of wall inner formword formwork cooperates with vertical reinforcing bar 1 to be tied up admittedly, the body of wall inner formword is propped from indoor foundation ring girder 7, reserved window and doorway, the top template is pushed up by bracket leg, the edge cooperates with interior wall upper edge, four limits, the window that the body of wall inner formword is reserved uses template window, template window cooperates fixing on one side with the body of wall inner formword, the doorway template is used on the doorway that the body of wall inner formword is reserved, the doorway template cooperates fixing with the body of wall inner formword, exterior sheathing is by the body of wall exterior sheathing, the eaves template is formed, the body of wall exterior sheathing is propped from foundation ring girder 7, meet window, doorway and template window, doorway template outer side edges cooperates fixing, eaves template 10 cooperates fixing with body of wall exterior sheathing lower limb, in advancing, concrete pouring touches between plate and exterior sheathing, shake while pouring into a mould and to smash, pre-buried room ridge fixture 9 during main wall body cast upper edge, backing house, concrete curing solidifies the back removes exterior sheathing and inner formword, room frame 8 cooperates with body of wall top, both sides eaves, room ridge fixture 9 bolt, reserved window, doorway and exterior window trim, door pocket cooperates fixing, insulation foam plate 3 cooperates cementation with exterior wall, and decorative floor block 6 cooperates cementation with insulation foam plate 3 external surfaces.
Claims (1)
1. an integrated poured concrete building is by foundation ring girder, the body of wall reinforcing bar, inner formword, exterior sheathing, concrete, insulation foam plate, the room frame, door, window constitutes, it is characterized in that: the foundation ring girder reinforcing bar is around the foundation surface tiling, with reinforcing bar cross colligation in length and breadth, vertical reinforcing bar is higher than the foundation ring girder surface, four limits of uniform foundation ring girder, the every vertical reinforcing bar that the vertical reinforcing bar and the foundation ring girder of body of wall reinforcing bar stretches out cooperates colligation, reserve doorway and window, horizontal reinforcement is arranged above and below and cooperates colligation with vertical reinforcing bar cross, the every horizontal reinforcement in corner cooperates colligation with the turning reinforcing rib, cooperate colligation with T type reinforcing rib between every horizontal reinforcement of the horizontal reinforcement of body of wall and partition wall, every horizontal reinforcement of partition wall infall cooperates colligation with cross reinforcing rib, the preceding pre-embedded pipe of body of wall inner formword formwork cooperates with vertical reinforcing bar to be tied up admittedly, the body of wall inner formword is propped from indoor foundation ring girder, reserved window and doorway, the top template is pushed up by bracket leg, the edge cooperates with interior wall upper edge, four limits, the window that the body of wall inner formword is reserved uses template window, template window cooperates fixing on one side with the body of wall inner formword, the doorway template is used on the doorway that the body of wall inner formword is reserved, the doorway template cooperates fixing with the body of wall inner formword, the body of wall exterior sheathing is propped from foundation ring girder, meet window, doorway and template window, doorway template outer side edges cooperates fixing, the eaves template cooperates fixing with body of wall exterior sheathing lower limb, in advancing, concrete pouring touches between plate and exterior sheathing, shake while pouring into a mould and to smash, pre-buried room ridge fixture during main wall body cast upper edge, backing house, concrete curing solidifies the back removes exterior sheathing and inner formword, the room frame cooperates with body of wall top, both sides eaves, room ridge fixture bolt, reserved window, doorway and exterior window trim, door pocket cooperates fixing, insulation foam plate cooperates cementation with exterior wall, and decorative floor block cooperates cementation with the insulation foam plate external surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200920099139U CN201377121Y (en) | 2009-02-16 | 2009-02-16 | Entirely-poured concrete house |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200920099139U CN201377121Y (en) | 2009-02-16 | 2009-02-16 | Entirely-poured concrete house |
Publications (1)
Publication Number | Publication Date |
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CN201377121Y true CN201377121Y (en) | 2010-01-06 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN200920099139U Expired - Fee Related CN201377121Y (en) | 2009-02-16 | 2009-02-16 | Entirely-poured concrete house |
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CN (1) | CN201377121Y (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102587493A (en) * | 2012-02-14 | 2012-07-18 | 李建民 | Chinese style archaizing constructions poured by pure reinforced concrete and construction method thereof |
CN103088908A (en) * | 2013-02-08 | 2013-05-08 | 于占林 | Composite pouring light concrete structure |
WO2014094458A1 (en) * | 2012-12-21 | 2014-06-26 | 昆山生态屋建筑技术有限公司 | Fully assembled, fully cast-in-place, composite-type house and construction method thereof |
CN105863357A (en) * | 2016-06-06 | 2016-08-17 | 陈俞任 | Shockproof house of integrated structure |
CN109707035A (en) * | 2018-12-29 | 2019-05-03 | 威海中恒管桩有限公司 | A kind of prefabricated assembling type reinforced concrete green house and manufacture craft |
-
2009
- 2009-02-16 CN CN200920099139U patent/CN201377121Y/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102587493A (en) * | 2012-02-14 | 2012-07-18 | 李建民 | Chinese style archaizing constructions poured by pure reinforced concrete and construction method thereof |
CN102587493B (en) * | 2012-02-14 | 2015-12-02 | 李建民 | A kind of Chinese style archaized architecture of clean steel reinforced concrete cast and construction method thereof |
WO2014094458A1 (en) * | 2012-12-21 | 2014-06-26 | 昆山生态屋建筑技术有限公司 | Fully assembled, fully cast-in-place, composite-type house and construction method thereof |
US9797137B2 (en) | 2012-12-21 | 2017-10-24 | Kunshan Ecological Building Technology Co., Ltd. | Fully assembled, fully cast-in-place, composite-type house and construction method thereof |
CN103088908A (en) * | 2013-02-08 | 2013-05-08 | 于占林 | Composite pouring light concrete structure |
CN103088908B (en) * | 2013-02-08 | 2015-09-09 | 于占林 | Composite concrete placement lightweight concrete soil structure |
CN105863357A (en) * | 2016-06-06 | 2016-08-17 | 陈俞任 | Shockproof house of integrated structure |
CN109707035A (en) * | 2018-12-29 | 2019-05-03 | 威海中恒管桩有限公司 | A kind of prefabricated assembling type reinforced concrete green house and manufacture craft |
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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: 20100106 Termination date: 20170216 |
|
CF01 | Termination of patent right due to non-payment of annual fee |