CN104612283A - On-site built reinforcing rib ecological composite wall structure and construction method thereof - Google Patents
On-site built reinforcing rib ecological composite wall structure and construction method thereof Download PDFInfo
- Publication number
- CN104612283A CN104612283A CN201510053938.4A CN201510053938A CN104612283A CN 104612283 A CN104612283 A CN 104612283A CN 201510053938 A CN201510053938 A CN 201510053938A CN 104612283 A CN104612283 A CN 104612283A
- Authority
- CN
- China
- Prior art keywords
- ribs
- building block
- ecological composite
- build
- stones
- 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
Landscapes
- Finishing Walls (AREA)
Abstract
The invention discloses an on-site built reinforcing rib ecological composite wall structure and a construction method of the on-site built reinforcing rib ecological composite wall structure. The on-site built reinforcing rib ecological composite wall structure comprises a plurality of solid brick blocks and a plurality of U-shaped brick blocks with grooves in the length direction. The solid brick blocks form a basic wall body in a staggered joint mode, the U-shaped brick blocks are built into reinforcing ribs in a single-layer staggered joint mode, and the reinforcing ribs are inserted into the basic wall body at a certain height. The groove faces of the U-shaped brick blocks face upwards, steel rib cages are arranged in the grooves, and concrete is poured in the grooves. Based on the construction concept of being free of formworks, quick in building, convenient and quick, compared with a traditional method, the method has the advantages that the trouble of arranging the formworks is saved; in addition, beams are hidden in the wall body, so the wall body is simpler, more attractive and good in integrity.
Description
Technical field
The invention belongs to building field, particularly one now builds ribs ecological composite body structure and construction method thereof.
Background technology
Masonry structure range of application is comparatively extensive, and traditional masonry structure is owing to being subject to the restriction of building material characteristic, and ubiquity volume is large, from great deficiency, its range of application also receives certain impact.The research and apply of Development of Novel materials for wall, reinforcement high-strength light building materials is the trend that the modern masonry structure of current China is vigorously advocated and developed, emerge various new structural system in recent years, wherein reinforced masonry system by the Ministry of Construction as first-elected new architecture.
The research tendency of reinforced masonry structure meets the resources conservation proposed in China " 12 " planning, eco-friendly social desirability, is one of effective way realizing building energy conservation reduction of discharging and housing industrialization.Meanwhile, the development of reinforced masonry structure faces problems.The block material of traditional reinforced masonry is common brick building block on the one hand, and volume is many compared with causing greatly material usage, causes from great; On the other hand, traditional reinforced masonry structure is executed man-hour requirement and is first carried out formwork and just can build girt strip in arrangement of reinforcement band position, and step of constructing like this is played many, has both extended the duration to waste time, the resource such as artificial.
Summary of the invention
In order to overcome the shortcoming of above-mentioned prior art, one is the object of the present invention is to provide now to build ribs ecological composite body structure and construction method thereof, be made up of green ecological masonry and ribs, the haydite foaming building blocks of employing, unit weight reduction about 40% compared with traditional material can be made; The present invention, by the innovation of material, structure and construction technology, eliminates the trouble of formwork, makes this wall body structure have energy-dissipating and shock-absorbing, ecological, environmental protective, energy-saving heat preserving, fast construction, economical and practical feature compared with traditional reinforced masonry in the position of ribs.
To achieve these goals, the technical solution used in the present invention is:
One now builds ribs ecological composite body structure and construction method thereof, comprise the U-shaped building block 2 of trough of belt on solid block 1 and length direction, multiple solid block 1 fissure of displacement is built by laying bricks or stones and is formed basic body of wall, the ribs 5 that multiple U-shaped building block 2 individual layer fissure of displacement is built by laying bricks or stones inserts a certain At The Height of described basic body of wall, the groove face of each U-shaped building block 2 upwards, is furnished with reinforcing cage 3 and has built concrete 4 in groove.
Described combined wall is provided with constructional column 6, and containing stirrup and vertical muscle in constructional column 6, reinforcing cage 3 and vertical muscle overlap.
Described solid block 1 is built by laying bricks or stones on bottom girder or basis 7.
Described solid block 1 and U-shaped building block 2 are argil fly-ash concrete building block.
Consisting of of described argil fly-ash concrete building block:
1m
3argil fly-ash concrete building block is by haydite 289KG, and river sand 641KG, flyash 256KG, cement 256KG form, and building block water-cement ratio is 0.5.
Described cement progression is 32.5 grades, and described river sand is the bulk density 880KN/m of medium sand, described haydite
3, particle diameter 6--12mm, described flyash is second class powered coal ash.
Present invention also offers a kind of construction method of now building ribs ecological composite body structure, comprise the steps:
Step one, builds by laying bricks or stones multiple solid block 1 fissure of displacement and forms basic body of wall;
Step 2, when arriving the height of a certain needs, build into multiple U-shaped building block 2 individual layer fissure of displacement by laying bricks or stones ribs 5 at the top of basic body of wall, the groove face of wherein each U-shaped building block 2 is upwards;
Step 3, arranges reinforcing cage 3 in the groove of each U-shaped building block 2;
Step 4, has built concrete 4 in the groove of each U-shaped building block 2;
Step 5, the top as ribs 5 needs to continue to build by laying bricks or stones, then continuation solid block 1 fissure of displacement is built by laying bricks or stones, otherwise it is complete to construct.
Compared with prior art, the invention has the beneficial effects as follows:
1), adopt argil fly-ash concrete building block, be Green Ecological Material, there is the features such as lightweight, environmental protection, insulation, less energy consumption compared with conventional concrete aerated-block.Lighter than ordinary concrete building block by about 40%, and self-insurance warm nature is good, Determination of conductive coefficients result is 0.248W/ (mK).
2), ribs novel structure, simple, removing the operation of formwork when constructing from, substantially increasing speed of application, improving globality simultaneously.
3), reasonable in design and input cost is lower, be easy to realize.
4), ribs is outside is as good as with common building block, is stealthy ribs, makes structure more attractive in appearance.
Accompanying drawing explanation
Fig. 1 is ecological composite body structure schematic diagram of the present invention.
Fig. 2 is U-shaped block structure schematic diagram of the present invention.
Fig. 3 is ribs structural representation of the present invention.
Fig. 4 is that the present invention constructs schematic diagram.
Detailed description of the invention
Embodiments of the present invention are described in detail below in conjunction with drawings and Examples.
As shown in Figure 1, one now builds ribs ecological composite body structure and construction method thereof, comprises solid block 1 and U-shaped building block 2.Multiple solid block 1 fissure of displacement is built by laying bricks or stones and is formed basic body of wall, and the ribs 5 that multiple U-shaped building block 2 individual layer fissure of displacement is built by laying bricks or stones inserts a certain At The Height of described basic body of wall.
As shown in Figure 2, U-shaped building block 2 body shape is consistent with solid block 1, has groove in the front of its length direction.
As shown in Figure 3, ribs 5 is built by laying bricks or stones by multiple U-shaped building block 2 individual layer fissure of displacement and is formed, and the groove face of each U-shaped building block 2 upwards, is furnished with reinforcing cage 3 and has built concrete 4 in groove.
For at 1/2 height placement ribs, work progress of the present invention is as follows,
Step one: combined wall is provided with constructional column 6, first arranges the diameter in constructional column 6 and inner stirrup thereof and vertical muscle.Bottom girder or basis 7 are first built by laying bricks or stones with solid block 1 fissure of displacement, wait build by laying bricks or stones wall high 1/2 time use U-shaped building block 2 fissure of displacement instead and build by laying bricks or stones, the groove face of each U-shaped building block 2 is upwards.After this layer has been built by laying bricks or stones, reinforcing cage 3 good for prior colligation is put into the groove of each U-shaped building block 2, reinforcing cage 3 its position of rear adjustment in place and planeness, and overlap with the vertical muscle in constructional column 6.
Step 2: after reinforcing cage 3 deploys, by the groove primary concreting concrete 4 of each U-shaped building block 2, and shocks to ensure concrete 4 Uniform Flow with vibrating head.
Step 3: after having built, namely lower one deck is built in available solid block 1 by laying bricks or stones, treat all to build by laying bricks or stones complete at constructional column 6 position formwork, build.
Step 4: as needed arbitrary height to arrange girt strip, only U-shaped building block 2 need be used to build by laying bricks or stones in corresponding height.
Step 5: for convenience of construction, the sectional dimension 20 ~ 40mm shorter in the groove size of U-shaped building block 2 of usual reinforcing cage 3, is convenient to putting and adjustment of reinforcing cage 3, and avoids occurring hole when building.
In the present invention, a kind of specification of U-shaped building block 2: outside dimension is 390mm × 190mm × 120mm, the wide 60mm of groove, dark 100mm, wall thickness 30mm.Another kind of specification: outside dimension is 390mm × 190mm × 240mm, the wide 120mm of groove, dark 100mm, wall thickness 60mm.
Solid block 1 of the present invention and U-shaped building block 2 all can adopt argil fly-ash concrete building block.Haydite is a kind of novel green material, the features such as lightweight, thermal insulation, refractoriness are good, good corrosion resistance, anti-seismic performance are good that it has.This kind of argil fly-ash concrete building block is obtained lighter than ordinary concrete building block by about 40% according to actual measured value.
A kind of possible proportioning of argil fly-ash concrete is: raw material cement: 32.5 grades; River sand: medium sand; Haydite: bulk density 880KN/m
3, particle diameter: 6--12mm; Flyash: secondary.1m
3argil fly-ash concrete building block match ratio: haydite 289KG, river sand 641KG, flyash: 256KG, cement: 256KG, water-cement ratio: 0.5.
The present invention, in line with " exempt from formwork, build by laying bricks or stones soon ", construction thinking easily and fast, eliminate the loaded down with trivial details of formwork, and beam is hidden in body of wall by this kind of way compared with traditional approach, make body of wall more, succinct, attractive in appearance, good integrity.This ribs can be used for back timber and the girt strip of body of wall.
Claims (10)
1. now build ribs ecological composite body structure for one kind, it is characterized in that, comprise the U-shaped building block (2) of trough of belt on solid block (1) and length direction, multiple solid block (1) fissure of displacement is built by laying bricks or stones and is formed basic body of wall, the ribs (5) that multiple U-shaped building block (2) individual layer fissure of displacement is built by laying bricks or stones inserts a certain At The Height of described basic body of wall, the groove face of each U-shaped building block (2) upwards, is furnished with reinforcing cage (3) and has built concrete (4) in groove.
2. now build ribs ecological composite body structure according to claim 1, it is characterized in that, described combined wall is provided with constructional column (6), and containing stirrup and vertical muscle in constructional column (6), reinforcing cage (3) and vertical muscle overlap.
3. now build ribs ecological composite body structure according to claim 1, it is characterized in that, described solid block (1) is built by laying bricks or stones on bottom girder or basis (7).
4. now build ribs ecological composite body structure according to claim 1, it is characterized in that, described solid block (1) and U-shaped building block (2) are argil fly-ash concrete building block.
5. now build ribs ecological composite body structure according to claim 4, it is characterized in that, consisting of of described argil fly-ash concrete building block:
1m
3argil fly-ash concrete building block is by haydite 289KG, and river sand 641KG, flyash 256KG, cement 256KG form, and building block water-cement ratio is 0.5.
6. now build ribs ecological composite body structure according to claim 5, it is characterized in that, described cement progression is 32.5 grades, and described river sand is the bulk density 880KN/m of medium sand, described haydite
3, particle diameter 6--12mm, described flyash is second class powered coal ash.
7. now build a construction method for ribs ecological composite body structure, comprise the steps:
Step one, builds by laying bricks or stones multiple solid block (1) fissure of displacement and forms basic body of wall;
Step 2, when arriving the height of a certain needs, build into multiple U-shaped building block (2) individual layer fissure of displacement by laying bricks or stones ribs (5) at the top of basic body of wall, the groove face of wherein each U-shaped building block (2) is upwards;
Step 3, arranges reinforcing cage (3) in the groove of each U-shaped building block (2);
Step 4, has built concrete (4) in the groove of each U-shaped building block (2);
Step 5, the top as ribs (5) needs to continue to build by laying bricks or stones, then continuation solid block (1) fissure of displacement is built by laying bricks or stones, otherwise it is complete to construct.
8. now build the construction method of ribs ecological composite body structure according to claim 7, it is characterized in that, combined wall is provided with constructional column (6), first the diameter of constructional column (6) and inner stirrup thereof and vertical muscle are arranged, basic building wall is on bottom girder or basis (7), reinforcing cage (3) cloth postpone, adjusts its position and planeness, and overlaps with the vertical muscle in constructional column (6).
9. now build the construction method of ribs ecological composite body structure according to claim 8, it is characterized in that, all build by laying bricks or stones complete at constructional column (6) position formwork, build.
10. now build the construction method of ribs ecological composite body structure according to claim 7, it is characterized in that, described reinforcing cage (3) cloth postpone, primary concreting concrete (4), and shock to ensure concrete (4) Uniform Flow with vibrating head.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510053938.4A CN104612283A (en) | 2015-02-02 | 2015-02-02 | On-site built reinforcing rib ecological composite wall structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510053938.4A CN104612283A (en) | 2015-02-02 | 2015-02-02 | On-site built reinforcing rib ecological composite wall structure and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104612283A true CN104612283A (en) | 2015-05-13 |
Family
ID=53146911
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510053938.4A Pending CN104612283A (en) | 2015-02-02 | 2015-02-02 | On-site built reinforcing rib ecological composite wall structure and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104612283A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064543A (en) * | 2015-09-09 | 2015-11-18 | 歌山建设集团有限公司 | Formwork-free constructional column and construction method |
| CN107012973A (en) * | 2017-05-20 | 2017-08-04 | 西咸新区矩阵实业有限公司 | The masonry structure and its construction method of a kind of new ribs building block |
| CN108222283A (en) * | 2018-03-15 | 2018-06-29 | 天津城建大学 | A kind of flexible connecting structure and its construction method for filling wall and main body frame |
| CN108547450A (en) * | 2018-04-25 | 2018-09-18 | 中建八局第三建设有限公司 | A kind of self-insulating brick wall construction method for exempting from formwork |
-
2015
- 2015-02-02 CN CN201510053938.4A patent/CN104612283A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064543A (en) * | 2015-09-09 | 2015-11-18 | 歌山建设集团有限公司 | Formwork-free constructional column and construction method |
| CN107012973A (en) * | 2017-05-20 | 2017-08-04 | 西咸新区矩阵实业有限公司 | The masonry structure and its construction method of a kind of new ribs building block |
| CN108222283A (en) * | 2018-03-15 | 2018-06-29 | 天津城建大学 | A kind of flexible connecting structure and its construction method for filling wall and main body frame |
| CN108547450A (en) * | 2018-04-25 | 2018-09-18 | 中建八局第三建设有限公司 | A kind of self-insulating brick wall construction method for exempting from formwork |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101603337B (en) | Combined masonry of recycled concrete block with light heat-insulation mortar bed and manufacturing method thereof | |
| CN104612283A (en) | On-site built reinforcing rib ecological composite wall structure and construction method thereof | |
| CN102248577B (en) | Superlight-foamed-cement-based manufacturing process for thermal-insulation bearing wall panel | |
| CN105401654A (en) | Environment-friendly assembled type ecological house and construction method thereof | |
| CN102979241A (en) | Foam concrete light compound wall board and preparation method thereof | |
| CN105804287A (en) | Light heat insulation and preservation wall and pouring method thereof | |
| CN110130555B (en) | Fireproof floor structure and production method | |
| CN202787557U (en) | Fireproof self-insulation brickwork wall with light cores | |
| CN107012973A (en) | The masonry structure and its construction method of a kind of new ribs building block | |
| CN202658764U (en) | Automatic thermal insulation peripheral protection filling wall | |
| CN202466925U (en) | Mortarless multifunctional brick | |
| CN201567687U (en) | Waterproof sound-insulating light prefabricated building member | |
| CN203174854U (en) | Load-bearing shock-resistant waterproof impervious anti-freezing crack-resistant cross-bore sound-proof self-heat-insulating air brick | |
| CN102363987A (en) | Dry multifunctional brick and method for preparing same | |
| CN203701689U (en) | Assembly structured module house | |
| CN202064510U (en) | Cement concrete composite self-insulation building block | |
| CN113931352A (en) | Composite heat-insulating wall containing high-ductility solid waste base disassembly-free template and preparation method thereof | |
| CN209397825U (en) | Prefabricated foamed ceramic Side fascia | |
| CN206916995U (en) | A kind of masonry structure of new ribs building block | |
| CN203270853U (en) | Grid skeleton filler wall sprayed and plastered on spot | |
| CN201106248Y (en) | Exterior wall assembled suspending board being suitable for frame construction and steel construction | |
| CN201125467Y (en) | Energy-saving environmental protection light wall material | |
| CN204983365U (en) | Heat preservation air entrainment brick based on self preservation temperature material | |
| Kyriakidis et al. | Parametric numerical assessment of the energy efficiency and the environmental impact of an innovative masonry construction component | |
| CN103252839A (en) | Manufacturing method of assembled reproducible quake-proof and fireproof wall plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150513 |
|
| WD01 | Invention patent application deemed withdrawn after publication |