CN204126082U - A kind of integral cast-in-situ light weight concrete construction partition wall - Google Patents
A kind of integral cast-in-situ light weight concrete construction partition wall Download PDFInfo
- Publication number
- CN204126082U CN204126082U CN201420455580.9U CN201420455580U CN204126082U CN 204126082 U CN204126082 U CN 204126082U CN 201420455580 U CN201420455580 U CN 201420455580U CN 204126082 U CN204126082 U CN 204126082U
- Authority
- CN
- China
- Prior art keywords
- light weight
- weight concrete
- concrete construction
- construction
- bar
- 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.)
- Active
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of integral cast-in-situ light weight concrete construction partition wall, it comprises frame column, Vierendeel girder, constructional column, bar construction, formwork structure and light weight concrete construction, build above Vierendeel girder bottom constructional column and lead wall, constructional column top arranges top and builds oblique brick, prick between the adjacent frame trestle of between upper and lower frames is set a roof beam in place and left and right and establish bar construction, bar construction installs formwork structure, the formwork structure installed builds light weight concrete construction, bar construction comprises many tension ribs and Duo Gen joint bar, tension rib two ends are connected with joint bar, formwork structure comprises the back cord that many horizontally disposed stulls and Duo Gen are vertically arranged, stull is supported by back cord.By template, light weight concrete construction is limited in the system of certain geometrical shape, forms an all-in-one-piece light partition wall, integral light concrete is replaced light block group build, save the consumption of labour, the method simultaneously reduced due to group block is improper, and causes the cracking of metope Vertical Cracks.
Description
Technical field
The utility model relates to a kind of concrete partition, particularly relates to a kind of integral cast-in-situ light weight concrete construction partition wall.
Background technology
In current building operations, framework, frame are cut, framed-tube structure building is very general, and the environmental protection building block of various material emerges in an endless stream.In engineering construction, because the masoning method of building block is different, the sedimentation of metope may be caused uneven, and cause the generation of Vertical Cracks; Due to the old volt deficiency of time of building block, building block poor stability, and produce shrinkage crack; Due to the impact of primary structure cage of reinforcement, effective reinforcement or reserving rib correctly can not be positioned the puzzle joint of building block.Therefore, need to provide a kind of new technical scheme to solve the problems referred to above.
Utility model content
For solving the problem, the utility model provides a kind of integral cast-in-situ light weight concrete construction partition wall.
The technical solution adopted in the utility model is:
A kind of integral cast-in-situ light weight concrete construction partition wall, it comprises frame column, Vierendeel girder, constructional column, bar construction, formwork structure and light weight concrete construction, Vierendeel girder is set gradually from top to bottom between the adjacent frame trestle of left and right, upper and lower frames arranges many constructional columns between setting a roof beam in place, build above Vierendeel girder bottom described constructional column and lead wall, described constructional column top arranges top and builds oblique brick, prick between the adjacent frame trestle of between upper and lower frames is set a roof beam in place and left and right and establish bar construction, bar construction installs formwork structure, the formwork structure installed builds light weight concrete construction, described bar construction comprises many tension ribs and Duo Gen joint bar, described tension rib two ends are connected with joint bar, described formwork structure comprises the back cord that many horizontally disposed stulls and Duo Gen are vertically arranged, described stull is supported by back cord.
Many tension ribs are through constructional column, and many joint bars are installed on the adjacent frame column in left and right.
Described stull is fastened on light weight concrete construction partition wall two side template by mountain type.
The beneficial effects of the utility model: pass through template, light weight concrete construction is limited in the system of certain geometrical shape, form an all-in-one-piece light partition wall, integral light concrete is replaced light block group build, save the consumption of labour, the method simultaneously reduced due to group block is improper, and causes the cracking of metope Vertical Cracks.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the bar construction schematic diagram of integral cast-in-situ light weight concrete construction partition wall of the present utility model.
Fig. 3 is the formwork structure schematic diagram of integral cast-in-situ light weight concrete construction partition wall of the present utility model.
Wherein: 1, frame column, 2, Vierendeel girder, 3, constructional column, 4, light weight concrete construction, 5, lead wall, 6, tiltedly brick, 7, tension rib, 8, joint bar, 9, stull, 10, back cord, 11, mountain type card.
Detailed description of the invention
In order to deepen understanding of the present utility model, below in conjunction with embodiment and accompanying drawing, the utility model is described in further detail, and this embodiment, only for explaining the utility model, does not form the restriction to protection domain of the present utility model.
As Fig. 1, 2, shown in 3, a kind of integral cast-in-situ light weight concrete construction partition wall of the present utility model, it comprises frame column 1, Vierendeel girder 2, constructional column 3, bar construction, formwork structure and light weight concrete construction 4, Vierendeel girder 2 is set gradually from top to bottom between left and right adjacent frame trestle 1, upper and lower frames is set a roof beam in place between 2 and is arranged many constructional columns 3, build above Vierendeel girder 2 bottom constructional column 3 and lead wall 5, constructional column 3 top arranges top and builds oblique brick 6, upper and lower frames is set a roof beam in place between 2 and is pricked between left and right adjacent frame trestle 1 and establishes bar construction, bar construction installs formwork structure, the formwork structure installed is built light weight concrete construction 4, bar construction comprises many tension ribs 7 and Duo Gen joint bar 8, tension rib 7 two ends are connected with joint bar 8, formwork structure comprises the back cord 10 that many horizontally disposed stulls 9 and Duo Gen are vertically arranged, stull 9 is supported by back cord 10.
Above-mentioned many tension ribs 7 are through constructional column 3, and many joint bars 8 are installed on the adjacent frame column in left and right 1.
For fixation, stull 9 is fixed in light weight concrete construction partition wall template by mountain type card 11.
By being similar to the mode from the concrete formwork of close formula, concreting, completing the construction of filling partition wall, by template, light weight concrete construction being limited in the system of certain geometrical shape, forming an all-in-one-piece light partition wall.Integral light concrete is replaced light block group build, saves the consumption of labour, reduce the method for building due to group improper simultaneously, and cause the cracking of metope Vertical Cracks, structure is simple, material is cheap, easy to operate.
This patent has the following advantages compared with the partition wall of conventional light block: form erecting technology is ripe, build light concrete method reliable, reduce the bad operation because building workman by laying bricks or stones, more not easily formed because building individual difference by laying bricks or stones, and form rift defect, also solve the cutting problem of wall pre-embedded pipeline well.
Claims (3)
1. an integral cast-in-situ light weight concrete construction partition wall, it is characterized in that: it comprises frame column, Vierendeel girder, constructional column, bar construction, formwork structure and light weight concrete construction, Vierendeel girder is set gradually from top to bottom between the adjacent frame trestle of left and right, upper and lower frames arranges many constructional columns between setting a roof beam in place, build above Vierendeel girder bottom described constructional column and lead wall, oblique brick is built on top, described constructional column top, prick between the adjacent frame trestle of between upper and lower frames is set a roof beam in place and left and right and establish bar construction, bar construction installs formwork structure, the formwork structure installed builds light weight concrete construction, described bar construction comprises many tension ribs and Duo Gen joint bar, described tension rib two ends are connected with joint bar, described formwork structure comprises the back cord that many horizontally disposed stulls and Duo Gen are vertically arranged, described stull is supported by back cord.
2. a kind of integral cast-in-situ light weight concrete construction partition wall according to claim 1, is characterized in that: many tension ribs are through constructional column, and many joint bars are installed on the adjacent frame column in left and right.
3. a kind of integral cast-in-situ light weight concrete construction partition wall according to claim 2, is characterized in that: described stull is fastened on light weight concrete construction partition wall two side template by mountain type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420455580.9U CN204126082U (en) | 2014-08-13 | 2014-08-13 | A kind of integral cast-in-situ light weight concrete construction partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420455580.9U CN204126082U (en) | 2014-08-13 | 2014-08-13 | A kind of integral cast-in-situ light weight concrete construction partition wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204126082U true CN204126082U (en) | 2015-01-28 |
Family
ID=52382449
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420455580.9U Active CN204126082U (en) | 2014-08-13 | 2014-08-13 | A kind of integral cast-in-situ light weight concrete construction partition wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204126082U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804292A (en) * | 2016-04-29 | 2016-07-27 | 广东省建筑科学研究院集团股份有限公司 | Environment-friendly and energy-saving integrated cast-in-situ lightweight concrete wall and construction method thereof |
| CN108086523A (en) * | 2017-12-28 | 2018-05-29 | 上海建工建集团有限公司 | Light steel concrete building block faced wall and its construction method |
| CN108222313A (en) * | 2018-01-24 | 2018-06-29 | 北京工业大学 | A kind of anti-medicine radiation wall |
| CN111561078A (en) * | 2020-05-29 | 2020-08-21 | 中国十七冶集团有限公司 | Connecting system for installing ALC light partition wall on brick masonry |
-
2014
- 2014-08-13 CN CN201420455580.9U patent/CN204126082U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804292A (en) * | 2016-04-29 | 2016-07-27 | 广东省建筑科学研究院集团股份有限公司 | Environment-friendly and energy-saving integrated cast-in-situ lightweight concrete wall and construction method thereof |
| CN108086523A (en) * | 2017-12-28 | 2018-05-29 | 上海建工建集团有限公司 | Light steel concrete building block faced wall and its construction method |
| CN108086523B (en) * | 2017-12-28 | 2023-10-13 | 上海建工一建集团有限公司 | Light steel concrete block composite wall and construction method thereof |
| CN108222313A (en) * | 2018-01-24 | 2018-06-29 | 北京工业大学 | A kind of anti-medicine radiation wall |
| CN111561078A (en) * | 2020-05-29 | 2020-08-21 | 中国十七冶集团有限公司 | Connecting system for installing ALC light partition wall on brick masonry |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204126082U (en) | A kind of integral cast-in-situ light weight concrete construction partition wall | |
| CN107012828B (en) | Full assembled dock structure and its installation method | |
| CN103669562A (en) | Cantilever bay window board concrete overall pouring structure and construction method thereof | |
| CN102003077A (en) | Stone curtain wall construction method | |
| CN103711202A (en) | Prestressed concrete beam and slab assembly with upper portion provided with flexural reinforcing steel bars and frame structure | |
| CN104695337A (en) | Self-lifting sliding and turnover construction system and construction method | |
| CN102146731A (en) | Supporting structure for floor formwork of steel structure building and construction method | |
| CN108708481A (en) | Constructional column exempts from formwork construction method | |
| CN103572707B (en) | Case girder steel outer template and construction method | |
| CN102094525A (en) | Method for constructing reinforced concrete lintel | |
| CN105484421A (en) | Ring beam formwork bricks and building secondary structure filler wall ring beam construction method | |
| CN204059953U (en) | Hang mould prefab form | |
| CN203640278U (en) | Stair construction die shelf | |
| CN202658765U (en) | Keel framework concrete anti-crack filling wall | |
| CN204059420U (en) | Late poured band support structure | |
| CN205329918U (en) | Step board light partition wall system | |
| CN203347220U (en) | Double-screw aluminum alloy formwork | |
| CN203034805U (en) | Double-concrete wallboard formwork scissors type support keel system | |
| CN102587649B (en) | Template profiled bar supporting system of high and large cantilever structure | |
| CN104110128A (en) | Rapid assembly wall formwork | |
| CN211775752U (en) | Outer batter post template steel pipe scaffold support system | |
| CN204311345U (en) | Interdigitated electrode structure shrinkage joint erecting device | |
| CN102777031A (en) | Construction method of template with no split bolt hole | |
| CN204754197U (en) | A floor mode structure for engineering | |
| CN204960301U (en) | Prefabricated concrete module in post -cast strip |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 226100 Jiangsu city of Nantong Province Haimen Shishan Road No. 131 Patentee after: JIANGSU NANTONG SANJIAN CONSTRUCTION GROUP Co.,Ltd. Address before: 226100 Jiangsu city of Nantong Province Haimen Shishan Road No. 131 Patentee before: NANTONG NO.3 CONSTRUCTION GROUP Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20221101 Granted publication date: 20150128 |
|
| PP01 | Preservation of patent right |