CN203066287U - Inner and outer wall panel point suitable for self-heat-preservation reinforced masonry structure - Google Patents
Inner and outer wall panel point suitable for self-heat-preservation reinforced masonry structure Download PDFInfo
- Publication number
- CN203066287U CN203066287U CN 201220405293 CN201220405293U CN203066287U CN 203066287 U CN203066287 U CN 203066287U CN 201220405293 CN201220405293 CN 201220405293 CN 201220405293 U CN201220405293 U CN 201220405293U CN 203066287 U CN203066287 U CN 203066287U
- Authority
- CN
- China
- Prior art keywords
- wall
- self
- exterior wall
- concrete hollow
- blocks
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Finishing Walls (AREA)
Abstract
The utility model discloses an inner and outer wall panel point suitable for a self-heat-preservation reinforced masonry structure. The inner and outer wall panel point is composed of an outer wall, an inner wall, horizontal reinforcing steel bars, vertical reinforcing steel bars and grouted concrete, wherein the inner wall is composed of common concrete hollow blocks and matching blocks in a constructed mode, and the outer wall is composed of self-heat-preservation insulation concrete hollow blocks and matching blocks in a constructed mode. Each two layers of the self-heat-preservation insulation concrete hollow blocks and each two layers of the matching blocks of the outer wall are constructed in a continuous seam manner, and each two layers of the blocks are regarded as a unit layer. The inner wall and the outer wall are constructed in a break joint manner, and holes of the blocks are aligned to one another. The sum of the heights of two self-heat-preservation insulation concrete hollow blocks is equal to the difference value between the height of each common concrete hollow block and the height of a mortar joint. A layer of the horizontal reinforcing steel bars is placed on every two layers of the blocks of the outer wall, after construction of the wall of the same storey is finished, the vertical reinforcing steel bars are inserted into the holes which are aligned to one another, and the grouted concrete is poured finally. The inner and outer wall panel point has the advantages that connection between the inner wall and the outer wall is firm and satisfies standard requirements, construction is conducted conveniently, and labor intensity of workers is lowered.
Description
Technical field
The application belongs to field of civil engineering, relates to a kind of interior exterior wall node that is applicable to the self-heat conserving reinforced masonry structure.
Background technology
The self-heat conserving reinforced masonry structure is as a kind of novel building structural system, and it has the saving reinforcing bar, good endurance, and good heat insulating, therefore advantage such as cost is low will be widely used in many high-story houses structure.The exterior wall of self-heat conserving reinforced masonry structure is the self-heat preservation heat insulation concrete hollow block, this building block is made up of insulating sections and supporting part, the ordinary concrete uniform thickness that supporting part and interior wall are used, the thickness of insulating sections can be designed to different thickness according to different energy-conservation requirements, so the thickness of the used building block of exterior wall is much larger than the used building block of interior wall.The thickness of common building block is generally 190mm, and the thickness of the self-heat preservation heat insulation concrete hollow block that exterior wall is used reaches 270mm, and weight reaches 15kg.Along with the raising of society to energy-conservation requirement, the thickness of insulation layer also can increase thereupon, and it is bigger that the thickness of whole building block will become, single like this building block will reach 20kg.Such weight is a kind of great test for constructor's physical efficiency, and efficiency of construction also can decrease, and therefore is necessary to alleviate the weight of self-heat preservation heat insulation concrete hollow block.Reducing the exterior wall building block height is the effective means that alleviates building block weight, because the interior wall building block is highly constant, how the connection of interior exterior wall has been processed into the engineering problem that needs solution.Thereby be necessary to provide a kind of novel inner-outer wall node that is applicable to the self-heat conserving reinforced masonry structure.
Summary of the invention
The application provides a kind of interior exterior wall node that is applicable to the self-heat conserving reinforced masonry structure.Adopt this node to solve and connect not firm engineering problem because the exterior wall building block height reduces the highly constant interior exterior wall that brings of interior wall building block.
The application's purpose is achieved through the following technical solutions.
A kind of interior exterior wall node that is applicable to the self-heat conserving reinforced masonry structure, formed by exterior wall, interior wall, horizontal reinforcement, vertical reinforcement, core grouted concrete, interior wall is by ordinary concrete hollow block and join piece and build by laying bricks or stones and form the hole aligning of levels ordinary concrete hollow block.Exterior wall is by the self-heat preservation heat insulation concrete hollow block and join piece and build by laying bricks or stones and form the hole aligning of levels self-heat preservation heat insulation concrete hollow block.The every two-layer self-heat preservation heat insulation concrete hollow block of exterior wall and join the piece straight joint and build by laying bricks or stones, an elementary layer is regarded in this two-layer building block as.Interior wall and the exterior wall fissure of displacement are built by laying bricks or stones, and the hole of the building block of interior exterior wall junction also aligns.The height sum of two self-heat preservation heat insulation concrete hollow blocks equals the height minus shakeout slurry mortar joint height of ordinary concrete hollow block, so the height after the two skin concrete block masonry of exterior wall equals the height of a skin building block of exterior wall.Exterior wall is placed with horizontal reinforcement every a skin building block, is placed with L shaped steel tie in interior exterior wall junction simultaneously.After the building wall of same floor is finished, in the hole of alignment, insert vertical reinforcement, pour into a mould core grouted concrete at last.The building block of inner, external wall can both be by the feasible hole aligning that goes up the hypodermis building block of the construction measure of building block self.The self-heat preservation heat insulation concrete hollow block that is used for building by laying bricks or stones exterior wall is by load-bearing skeleton, warming plate, constitute for building core grouted concrete or inserting the hole that warming plate reserves.
Related a kind of of the application builds two-layer self-heat preservation heat insulation concrete hollow block at exterior wall earlier when being applicable to the interior exterior wall node construction of self-heat conserving reinforced masonry structure, build one deck ordinary concrete hollow block at interior wall then, the absolute altitude of exterior wall is identical like this, then lay horizontal reinforcement on exterior wall.Building wall inserts vertical reinforcement in the hole of alignment behind design height, the length of reinforcing bar is taken according to the requirement of standard, pours into a mould core grouted concrete at last, and interior like this exterior wall can effectively connect, and the globality of structure is strengthened.
The application compared with prior art has following characteristics:
1, inner, external wall is connected firmly, and meets code requirement;
2, be convenient to construction, reduce labor strength.
Description of drawings:
Fig. 1 is the application's work progress schematic diagram a;
Fig. 2 is the application's work progress schematic diagram b;
Fig. 3 constructs partial schematic diagram for the application;
Fig. 4 recommends the building block piece type of use for application.
Reference numeral is as follows:
1-exterior wall 2-interior wall 3-horizontal reinforcement 4-vertical reinforcement 5-core grouted concrete 6-warming plate 7-building block A 8-building block B 9-building block C 10-building block D 11-building block E 12-L shape steel tie.
The specific embodiment
Below in conjunction with accompanying drawing the application is further described.
Embodiment 1:
A kind of interior exterior wall node that is applicable to the self-heat conserving reinforced masonry structure, it is the building block shown in the accompanying drawing 4, mortar and reinforcing bar that group is built material.By Fig. 1 mode building block 7, building block 8, building block 9, building block 11 are built by laying bricks or stones earlier.The height of building block 7, building block 8 and building block 9 these three kinds of building blocks is that half of the thick back of mortar height highly removed in building block 11, the thick 10mm of mortar, and the height of building block 7, building block 8 and building block 9 these three kinds of building blocks is 90mm, the height of building block 10 and building block 11 is 190mm.The height of therefore building two-layer building block 7, building block 8 and building block 9 by laying bricks or stones equates with the height of building one deck building block 11 by laying bricks or stones.The reinforcing bar that to put two diameters on the exterior wall upper berth then be 10mm, the reinforcing bar that to put two L shaped diameters in interior exterior wall junction simultaneously be 10mm.By mode shown in Figure 2, build building block 10 and building block 11 earlier then, build two-layer building block 9 again.So circulation is built by laying bricks or stones until design height.Then in the hole of alignment, insert vertical reinforcement, pour into a mould core grouted concrete at last.
It is more preferably a kind of that above-mentioned drawings and Examples only are used for explanation the application; protection domain to the application does not constitute any limitation, and those skilled in the art carries out common variation and replace should being included within the protection domain of the present utility model in the utility model scheme scope.
Claims (2)
1. interior exterior wall node that is applicable to the self-heat conserving reinforced masonry structure, by exterior wall, interior wall, horizontal reinforcement, vertical reinforcement, core grouted concrete is formed, it is characterized in that: interior wall is by ordinary concrete hollow block and join piece and build by laying bricks or stones and form, the hole aligning of levels ordinary concrete hollow block, exterior wall is by the self-heat preservation heat insulation concrete hollow block and join piece and build by laying bricks or stones and form, the hole aligning of levels self-heat preservation heat insulation concrete hollow block, the every two-layer self-heat preservation heat insulation concrete hollow block of exterior wall and join the piece straight joint and build by laying bricks or stones, an elementary layer is regarded in this two-layer building block as, interior wall and the exterior wall fissure of displacement are built by laying bricks or stones, the hole of the building block of interior exterior wall junction also aligns, the height sum of two self-heat preservation heat insulation concrete hollow blocks equals the height minus shakeout slurry mortar joint height of ordinary concrete hollow block, so the height after the two skin concrete block masonry of exterior wall equals the height of a skin building block of exterior wall.
2. a kind of interior exterior wall node that is applicable to the self-heat conserving reinforced masonry structure according to claim 1 is characterized in that: the self-heat preservation heat insulation concrete hollow block that is used for building by laying bricks or stones exterior wall is by load-bearing skeleton, warming plate, constitute for building core grouted concrete or inserting the hole that warming plate reserves.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220405293 CN203066287U (en) | 2012-08-16 | 2012-08-16 | Inner and outer wall panel point suitable for self-heat-preservation reinforced masonry structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220405293 CN203066287U (en) | 2012-08-16 | 2012-08-16 | Inner and outer wall panel point suitable for self-heat-preservation reinforced masonry structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203066287U true CN203066287U (en) | 2013-07-17 |
Family
ID=48765097
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220405293 Expired - Fee Related CN203066287U (en) | 2012-08-16 | 2012-08-16 | Inner and outer wall panel point suitable for self-heat-preservation reinforced masonry structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203066287U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908860A (en) * | 2014-08-29 | 2016-08-31 | 中国建筑第八工程局有限公司 | Reinforcing structure of 3D printing reinforced masonry shear wall |
| CN110644651A (en) * | 2019-08-26 | 2020-01-03 | 张云富 | Concrete grid framework wall |
| CN115095072A (en) * | 2022-07-06 | 2022-09-23 | 中国三冶集团有限公司 | Concrete hollow block and aerated concrete block building method |
-
2012
- 2012-08-16 CN CN 201220405293 patent/CN203066287U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908860A (en) * | 2014-08-29 | 2016-08-31 | 中国建筑第八工程局有限公司 | Reinforcing structure of 3D printing reinforced masonry shear wall |
| CN105926804A (en) * | 2014-08-29 | 2016-09-07 | 中国建筑第八工程局有限公司 | Reinforcement method of 3D printed reinforced masonry shear wall |
| CN105971159A (en) * | 2014-08-29 | 2016-09-28 | 中国建筑第八工程局有限公司 | Masonry shell structure for 3D printing reinforced masonry shear wall |
| CN105908860B (en) * | 2014-08-29 | 2018-05-25 | 中国建筑第八工程局有限公司 | A kind of ruggedized construction of 3D printing reinforced masonry shear wall |
| CN110644651A (en) * | 2019-08-26 | 2020-01-03 | 张云富 | Concrete grid framework wall |
| CN115095072A (en) * | 2022-07-06 | 2022-09-23 | 中国三冶集团有限公司 | Concrete hollow block and aerated concrete block building method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103924711B (en) | The construction technology of assembling grillage shear wall structural system | |
| CN107288256A (en) | Light composite heat insulation outer wall plate, particular manufacturing craft and preparation method thereof | |
| CN101736832B (en) | Confined masonry structure and making method thereof | |
| CN108277887A (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame connecting node | |
| CN203821591U (en) | Steel frame-reinforcement brickwork shear wall combined structure | |
| CN203066287U (en) | Inner and outer wall panel point suitable for self-heat-preservation reinforced masonry structure | |
| CN103352537A (en) | Integral load-bearing heat-insulating wall plate and production and construction technology thereof | |
| CN104631674A (en) | Composite floor slab and construction method thereof | |
| CN103498519A (en) | Technique for anti-seismic and energy-saving wall with built-in core net | |
| CN206128374U (en) | A body structure right angle wall body mortar module and right angle wall body of pouring into a mould with wall body module | |
| CN102704602A (en) | Concrete superposed heat preservation edge beam | |
| CN105239779A (en) | Construction method of core tube and core tube | |
| CN105155763A (en) | Prefabricated core pulling hole-forming slab | |
| CN104929294A (en) | Concrete composite plate with built-in cross hollow square steel pipes | |
| CN208168032U (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame-floor connecting node | |
| CN205314308U (en) | Have composite wall of bearing and heat preservation function concurrently | |
| CN203795650U (en) | Integrated building interior and exterior wall structure | |
| CN208105502U (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame connecting node | |
| CN203684451U (en) | Inner and outer wall joint for self-insulation block reinforced masonry structure | |
| CN207348318U (en) | A kind of EPS modules steel bar positioning plate | |
| CN102433929A (en) | Novel method for building house | |
| CN201722813U (en) | Confined masonry structure | |
| CN201106234Y (en) | Heat preserving wall composed of cement foam concrete hollow wall board | |
| CN205035970U (en) | Prefabricated orifice plate of loosing core into | |
| CN105178503A (en) | Prefabricated external insulation wallboard |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CHANGSHA HUAXIN CONSTRUCTION ENGINEERING TECHNOLOG Free format text: FORMER OWNER: CHANGSHA HUAKUN BUILDING SCIENCE AND TECHNOLOGY CO., LTD. Effective date: 20130923 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 410205 CHANGSHA, HUNAN PROVINCE TO: 410082 CHANGSHA, HUNAN PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20130923 Address after: 410082 Hunan Province, Yuelu District city Yuelu District Huang Changsha Street 5 5 unit 6 Building 3 floor Patentee after: Changsha Huaxin Construction Engineering Technology Co., Ltd. Address before: Hunan University Science Park Venture Building 186 No. 410205 Hunan city high tech Development Zone Changsha Changsha Valley Court Road, room 619 Patentee before: Changsha Huakun Building Materials Technology Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130717 Termination date: 20160816 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |