CN107012973A - The masonry structure and its construction method of a kind of new ribs building block - Google Patents
The masonry structure and its construction method of a kind of new ribs building block Download PDFInfo
- Publication number
- CN107012973A CN107012973A CN201710360001.0A CN201710360001A CN107012973A CN 107012973 A CN107012973 A CN 107012973A CN 201710360001 A CN201710360001 A CN 201710360001A CN 107012973 A CN107012973 A CN 107012973A
- Authority
- CN
- China
- Prior art keywords
- ribs
- connecting pole
- building block
- stones
- masonry
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 239000004567 concrete Substances 0.000 claims abstract description 33
- 239000011449 brick Substances 0.000 claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 230000002787 reinforcement Effects 0.000 claims abstract description 20
- 238000006073 displacement reaction Methods 0.000 claims abstract description 10
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 8
- 239000007787 solid Substances 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000009415 formwork Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 9
- 238000010586 diagram Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 3
- 239000004566 building material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
- E04B2/36—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having a general shape differing from that of a parallelepiped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
- E04B2/38—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid the walls being characterised by fillings in some of the cavities forming load-bearing pillars or beams
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Fencing (AREA)
Abstract
The present invention relates to a kind of masonry structure of new ribs building block and its construction method, including masonry wall body, masonry wall body is built by laying bricks or stones using the building block fissure of displacement, masonry wall body interior is provided with connecting pole, connecting pole has many and is fixed on vertically on bottom girder, is provided between connecting pole inside the ribs of multiple horizontal positioneds, ribs and connecting pole and is provided with steel reinforcement cage, steel reinforcement cage inside ribs and connecting pole intersects, and both intersections are fixed by steel wire bundle；The position of ribs and connecting pole is set to build prefabricated EPS lightweight aggregate concretes building block by laying bricks or stones on masonry wall body, filling masonry mortar in the storage tank to form accommodating ribs and connecting pole, storage tank is built in prefabricated EPS lightweight aggregate concretes building block combination by laying bricks or stones.Connecting pole of the invention and ribs are stealthy beam column, and formwork is exempted from construction, attractive in appearance with structure, quick construction, economical and practical, good integrity advantage.
Description
Technical field
The invention belongs to construction engineering technical field, and in particular to a kind of masonry structure of new ribs building block and its apply
Work method.
Background technology
Masonry structure application is relatively broad, and traditional masonry structure by building material characteristic due to being limited, generally
Exist volume it is big, from great deficiency, its application also receives certain influence.Development of Novel materials for wall, reinforcement are light
The research of the high-strength building materials of matter and the trend that application is that the modern masonry structure of current China is vigorously advocated and developed, gush in recent years
Reveal various new structural system, wherein reinforced masonry system is used as first-elected new architecture by the Ministry of Construction.
The research tendency of reinforced masonry structure meets the resources conservation, environment-friendly proposed in China " 12 " planning
Social desirability, is to realize one of effective way of building energy conservation emission reduction and housing industrialization.Meanwhile, the development of reinforced masonry structure
Face problems：The block material all common brick block or air-entrained concrete building block of the traditional reinforced masonry of one side, body
Product is larger to cause material usage many；On the other hand, traditional reinforced masonry structure is first propped up applying man-hour requirement with rib tape position
Mould can just pour girt strip, and such construction procedure is various, both extended the duration waste the time, the resource such as artificial.
The content of the invention
In view of this, the invention provides a kind of masonry structure of new ribs building block and its construction method, to solve
Technical problem set forth above.
The technical scheme is that：A kind of masonry structure of new ribs building block, including masonry wall body, the block
Body wall body is built by laying bricks or stones using the building block fissure of displacement, and masonry wall body interior is provided with connecting pole, and the connecting pole has many and vertical
It is fixed on bottom girder, is provided with inside the ribs of multiple horizontal positioneds, ribs and connecting pole and is provided between connecting pole
Steel reinforcement cage inside steel reinforcement cage, ribs and connecting pole intersects, and both intersections are fixed by steel wire bundle；Built described
The position of ribs and connecting pole is set to build prefabricated EPS lightweight aggregate concretes building block, the prefabricated light bones of EPS by laying bricks or stones on body wall body
Filling masonry mortar in the storage tank to form accommodating ribs and connecting pole, the storage tank is built in material concrete segment combination by laying bricks or stones.
Further, the building block at other positions uses solid air-entrained concrete building block on masonry wall body.
Further, steel reinforcement cage is included between the reinforcing bar that many vertical and horizontal are placed, the reinforcing bar that vertical and horizontal are placed
It is fastenedly connected by fastener as cage structure.
The construction procedure of masonry structure of the ribs building block of the present invention is：
1. since bottom girder, the fissure of displacement is built by laying bricks or stones layer by layer, the basic wall of this layer is built by laying bricks or stones with solid air-entrained concrete building block, when building by laying bricks or stones
During to connecting pole position, the storage tank of connecting pole is housed using prefabricated EPS lightweight aggregate concretes concrete block masonry；
2. reach a certain predetermined height, prefabricated EPS lightweight aggregate concretes building block is built by laying bricks or stones at the top of basic wall, profit
Build into the storage tank of accommodating ribs and connecting pole by laying bricks or stones with the prefabricated EPS lightweight aggregate concretes building block individual layer fissure of displacement；
3. arranging steel reinforcement cage in the storage tank of ribs and connecting pole, and ribs and connecting pole are fixed with steel wire lashing
Internal steel reinforcement cage；
4. pour masonry mortar into the storage tank of ribs and connecting pole；
5. above-mentioned step is repeated until reaching predetermined altitude.
The masonry structure and its construction method for a kind of new ribs building block that the present invention is provided, this ribs block masonry
Structural system includes：(1) ecological block that EPS lightweight aggregate concretes are made, with self-heat conserving performance it is good and from heavy and light the characteristics of；
(2) process that Novel U-shaped building block eliminates beam column formwork due to its unique structural form；(3) due to the special construction of building block
Form creates the construction method of uniqueness, and the position of girt strip and constructional column can be directly constituted in building process.
The present invention makes the wall body structure have compared with traditional reinforced masonry by the innovation of building block, structure and construction technology
The characteristics of having quick construction, economical and practical, energy-dissipating and shock-absorbing, good integrity.
Compared with prior art, the beneficial effects of the invention are as follows：
1st, EPS lightweight aggregate concrete building blocks are employed in the masonry, the material has self-heat conserving performance good, excellent from heavy and light etc.
Point.
2nd, connecting pole and reinforcement rib structure are novel, simple, remove the process of formwork from construction, substantially increase construction fast
Spend, while improving globality.
3rd, it is as good as outside connecting pole and ribs with common building block, is stealthy beam column, makes structure more attractive in appearance.
It is 4th, reasonable in design and input cost is relatively low, it is easy to accomplish.
Brief description of the drawings
Fig. 1 is overall structure diagram of the invention.
Fig. 2 is the cross-sectional view of the ribs layer of the present invention.
Fig. 3 is the cross-sectional view of the building block layer of the present invention.
Fig. 4 is the three dimensional structure diagram of the prefabricated EPS lightweight aggregate concretes building block 401 of the present invention.
Fig. 5 is the three dimensional structure diagram of the prefabricated EPS lightweight aggregate concretes building block 402 of the present invention.
Fig. 6 is the three dimensional structure diagram of the prefabricated EPS lightweight aggregate concretes building block 403 of the present invention.
Fig. 7 is the three dimensional structure diagram of the prefabricated EPS lightweight aggregate concretes building block 404 of the present invention.
Fig. 8 is the 3-D solid structure figure of the ribs layer of the present invention.
Description of reference numerals：
1st, masonry wall body；2nd, bottom girder；3rd, steel reinforcement cage；4th, prefabricated EPS lightweight aggregate concretes building block；5th, solid aerating coagulation
Earth building blocks；6th, ribs；7th, connecting pole；8th, masonry mortar.
Embodiment
The invention provides a kind of masonry structure of new ribs building block and its construction method, with reference to Fig. 1 to Fig. 8
Structural representation, the specific embodiment of the present invention is described in detail, it is to be understood that the present invention protection model
Enclose and do not limited by embodiment.
As shown in Fig. 1 to Fig. 8, a kind of masonry structure for new ribs building block that the present invention is provided, including masonry wall sheet
Body 1, the masonry wall body 1 is built by laying bricks or stones using the building block fissure of displacement, and connecting pole 7, the connecting pole are internally provided with masonry wall body 1
7 have many and are fixed on vertically on bottom girder 2, and the ribs 6 of multiple horizontal positioneds, ribs 6 and company are provided between connecting pole 7
Connect and steel reinforcement cage 3 is provided with inside post 7, the steel reinforcement cage 3 inside ribs 6 and connecting pole 7 intersects, and both intersections pass through
Steel wire bundle is fixed；Set the position of ribs 6 and connecting pole 7 to build prefabricated EPS lightweight aggregates by laying bricks or stones on the masonry wall body 1 to mix
Solidifying earth building blocks 4, the prefabricated EPS lightweight aggregate concretes building block 4, which is combined, builds by laying bricks or stones to form the accommodating of accommodating ribs 6 and connecting pole 7
Filling masonry mortar 8 in groove, the storage tank.
Further, the building block at other positions uses solid air-entrained concrete building block 5 on masonry wall body 1.
Further, steel reinforcement cage 3 is included between the reinforcing bar that many vertical and horizontal are placed, the reinforcing bar that vertical and horizontal are placed
It is fastenedly connected by fastener as cage structure.
The construction procedure of masonry structure of the ribs building block of the present invention is：
1. since bottom girder 2, the fissure of displacement is built by laying bricks or stones layer by layer, build the basic wall of this layer by laying bricks or stones with solid air-entrained concrete building block 5, work as block
When building to 7 position of connecting pole, using prefabricated EPS lightweight aggregate concretes building block 401 and 402 or prefabricated EPS lightweight aggregate concretes
The storage tank of accommodating connecting pole 7 is built in building block 404 by laying bricks or stones；
2. reach a certain predetermined height, prefabricated EPS lightweight aggregate concretes building block 4 is built by laying bricks or stones at the top of basic wall,
It is combined using prefabricated EPS lightweight aggregate concretes building block 401,402 or 404,403, the individual layer fissure of displacement builds into accommodating strengthen by laying bricks or stones
The storage tank of rib 6 and connecting pole 7；
3. arranging steel reinforcement cage 3 in the storage tank of ribs 6 and connecting pole 7, and fix ribs 6 with steel wire lashing and connect
Connect the steel reinforcement cage 3 inside post 7；
4. pour masonry mortar 8 into the storage tank of ribs 6 and connecting pole 7；
5. above-mentioned step is repeated until reaching predetermined altitude.
The masonry structure and its construction method for a kind of new ribs building block that the present invention is provided, this ribs block masonry
Structural system includes：(1) ecological block that EPS lightweight aggregate concretes are made, with self-heat conserving performance it is good and from heavy and light the characteristics of；
(2) process that Novel U-shaped building block eliminates beam column formwork due to its unique structural form；(3) due to the special construction of building block
Form creates the construction method of uniqueness, and the position of girt strip and constructional column can be directly constituted in building process.
The present invention makes the wall body structure have compared with traditional reinforced masonry by the innovation of block structure and construction technology
It is quick build, economical and practical, good integrity the characteristics of.
Disclosed above is only the preferably specific embodiment of the present invention, and still, the embodiment of the present invention is not limited to this,
What any those skilled in the art can think change should all fall into protection scope of the present invention.
Claims (4)
1. a kind of masonry structure of new ribs building block, it is characterised in that including masonry wall body (1), the masonry wall sheet
Body (1) is built by laying bricks or stones using the building block fissure of displacement, and connecting pole (7) is internally provided with masonry wall body (1), and the connecting pole (7) has many
And be fixed on vertically on bottom girder (2), be provided with the ribs (6) of multiple horizontal positioneds between connecting pole (7), ribs (6) and
Steel reinforcement cage (3) is provided with inside connecting pole (7), ribs (6) and the internal steel reinforcement cage (3) of connecting pole (7) intersect, and both
Intersection fixed by steel wire bundle；The position of ribs (6) and connecting pole (7) is set on the masonry wall body (1)
Build prefabricated EPS lightweight aggregate concretes building block (4) by laying bricks or stones, prefabricated EPS lightweight aggregate concretes building block (4) combination builds by laying bricks or stones to form accommodating
Filling masonry mortar (8) in the storage tank of ribs (6) and connecting pole (7), the storage tank.
2. a kind of masonry structure of new ribs building block according to claim 1, it is characterised in that the masonry wall sheet
The building block at other positions uses solid air-entrained concrete building block (5) on body (1).
3. a kind of masonry structure of new ribs building block according to claim 1, it is characterised in that the steel reinforcement cage
(3) include between the reinforcing bar that many vertical and horizontal are placed, the reinforcing bar that vertical and horizontal are placed by fastener be fastenedly connected for
Cage structure.
4. a kind of construction method of the masonry structure of new ribs building block, it is characterised in that comprise the following steps：
S1. since bottom girder (2), the fissure of displacement is built by laying bricks or stones layer by layer, and the basic wall of this layer is built by laying bricks or stones with solid air-entrained concrete building block (5), when
When building by laying bricks or stones to connecting pole (7) position, the accommodating of accommodating connecting pole (7) is built by laying bricks or stones using prefabricated EPS lightweight aggregate concretes building block (4)
Groove；
When S2. reaching a certain predetermined height, prefabricated EPS lightweight aggregate concretes building block (4) is built by laying bricks or stones at the top of basic wall, profit
Build into the storage tank of accommodating ribs (6) and connecting pole (7) by laying bricks or stones with prefabricated EPS lightweight aggregate concretes building block (4) the individual layer fissure of displacement；
S3. steel reinforcement cage (3) is arranged in the storage tank of ribs (6) and connecting pole (7), and ribs is fixed with steel wire lashing
And the internal steel reinforcement cage (3) of connecting pole (7) (6)；
S4. masonry mortar (8) is poured into the storage tank of ribs (6) and connecting pole (7)；
S5. above-mentioned step is repeated until reaching predetermined altitude.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710360001.0A CN107012973A (en) | 2017-05-20 | 2017-05-20 | The masonry structure and its construction method of a kind of new ribs building block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710360001.0A CN107012973A (en) | 2017-05-20 | 2017-05-20 | The masonry structure and its construction method of a kind of new ribs building block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107012973A true CN107012973A (en) | 2017-08-04 |
Family
ID=59450387
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710360001.0A Pending CN107012973A (en) | 2017-05-20 | 2017-05-20 | The masonry structure and its construction method of a kind of new ribs building block |
Country Status (1)
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| CN (1) | CN107012973A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756016A (en) * | 2018-04-12 | 2018-11-06 | 五冶集团上海有限公司 | A kind of construction method for making secondary structure beam form with U-shaped building block |
| CN108978935A (en) * | 2018-08-03 | 2018-12-11 | 庐江荣睿建设工程有限公司 | It is a kind of can bearing wall construction method |
| CN110206216A (en) * | 2019-07-01 | 2019-09-06 | 沈阳建筑大学 | A kind of prefabricated lattice autoclave aerated concrete building block load-bearing wall panel and preparation method thereof |
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| FR954044A (en) * | 1947-09-24 | 1949-12-16 | D Entpr Generale Soc Ind | Method of building walls in prefabricated elements |
| US20080256894A1 (en) * | 2007-04-19 | 2008-10-23 | Marsh Roger F | Special and improved configurations for unitized post tension block systems for masonry structures |
| CN101457556A (en) * | 2006-06-16 | 2009-06-17 | 罗进南 | Core beam constructional column mixed combination wall, building method and relevant building block |
| CN204081213U (en) * | 2014-09-10 | 2015-01-07 | 福建九鼎建设集团有限公司 | A kind of constructional column exempts from formwork insulation blocks |
| CN104612283A (en) * | 2015-02-02 | 2015-05-13 | 西安建筑科技大学 | On-site built reinforcing rib ecological composite wall structure and construction method thereof |
| CN205242706U (en) * | 2015-12-22 | 2016-05-18 | 中建六局土木工程有限公司 | Cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window |
| CN106121039A (en) * | 2016-07-19 | 2016-11-16 | 西南科技大学 | Villages and small towns masonry structure assembled integral ring beam and construction column combination technique |
| CN206916995U (en) * | 2017-05-20 | 2018-01-23 | 西咸新区矩阵住宅工业有限公司 | A kind of masonry structure of new ribs building block |
-
2017
- 2017-05-20 CN CN201710360001.0A patent/CN107012973A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR954044A (en) * | 1947-09-24 | 1949-12-16 | D Entpr Generale Soc Ind | Method of building walls in prefabricated elements |
| CN101457556A (en) * | 2006-06-16 | 2009-06-17 | 罗进南 | Core beam constructional column mixed combination wall, building method and relevant building block |
| US20080256894A1 (en) * | 2007-04-19 | 2008-10-23 | Marsh Roger F | Special and improved configurations for unitized post tension block systems for masonry structures |
| CN204081213U (en) * | 2014-09-10 | 2015-01-07 | 福建九鼎建设集团有限公司 | A kind of constructional column exempts from formwork insulation blocks |
| CN104612283A (en) * | 2015-02-02 | 2015-05-13 | 西安建筑科技大学 | On-site built reinforcing rib ecological composite wall structure and construction method thereof |
| CN205242706U (en) * | 2015-12-22 | 2016-05-18 | 中建六局土木工程有限公司 | Cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window |
| CN106121039A (en) * | 2016-07-19 | 2016-11-16 | 西南科技大学 | Villages and small towns masonry structure assembled integral ring beam and construction column combination technique |
| CN206916995U (en) * | 2017-05-20 | 2018-01-23 | 西咸新区矩阵住宅工业有限公司 | A kind of masonry structure of new ribs building block |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756016A (en) * | 2018-04-12 | 2018-11-06 | 五冶集团上海有限公司 | A kind of construction method for making secondary structure beam form with U-shaped building block |
| CN108978935A (en) * | 2018-08-03 | 2018-12-11 | 庐江荣睿建设工程有限公司 | It is a kind of can bearing wall construction method |
| CN110206216A (en) * | 2019-07-01 | 2019-09-06 | 沈阳建筑大学 | A kind of prefabricated lattice autoclave aerated concrete building block load-bearing wall panel and preparation method thereof |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20171107 Address after: 710000 No. 3, No. 10302, E District, BDEF international business center, airport new town, Xi Xian new district, Xi'an, Shaanxi Applicant after: XIXIAN NEW AREA JUZHEN HOUSING INDUSTRIAL CO.,LTD. Address before: 710000 E District 10302, BDEF, international business center, airport new town, Xi Xian new district, Xi'an, Shaanxi Applicant before: XIXIAN NEW AREA MATRIX INDUSTRIAL CO.,LTD. |
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Application publication date: 20170804 |
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