CN201738463U - Vertical connection structure between main body structure and filled wall body - Google Patents
Vertical connection structure between main body structure and filled wall body Download PDFInfo
- Publication number
- CN201738463U CN201738463U CN2010202376219U CN201020237621U CN201738463U CN 201738463 U CN201738463 U CN 201738463U CN 2010202376219 U CN2010202376219 U CN 2010202376219U CN 201020237621 U CN201020237621 U CN 201020237621U CN 201738463 U CN201738463 U CN 201738463U
- Authority
- CN
- China
- Prior art keywords
- filled wall
- column
- main body
- wall body
- agent structure
- 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
- Building Environments (AREA)
Abstract
The utility model discloses a vertical connection structure between a main body structure and a filled wall body. The vertical connection structure is characterized in that the side surface of the filled wall body, connected with the main body structure, is built to be a combed joint; the filled wall body and the main body structure are connected into a whole by a cast-in-situ combining column; and a binding rebar arranged in the filled wall body penetrates through the cast-in-situ combining column and is connected with the main body structure at one side of the cast-in-situ combining column. A plain concrete combining column is cast between the side surface of the filled wall body and the main body structure; the combining column is connected with the main body structure by the same material and occlude-connected with the filled wall body by the combed joint, thus successfully solving the problem of cracks caused by insufficient occluding force between the main body concrete structure and the filled wall body and the shrink of different materials of the wall body; and simultaneously, the combing column can effectively adjust the size of row-bricks and reducing the loss rate of building blocks.
Description
Technical field
The utility model relates to a kind of body of wall syndeton, the vertical syndeton between particularly a kind of agent structure and the filled wall.
Background technology
At present, the cracking of wall surface of agent structure and filled wall junction is a common fault, and it is attractive in appearance that it influences metope, and the dispute, the complaint that relate to wall body slit and even seepage are more and more down to lawsuit, have accounted for more than 80% of workmanship complaint.This common quality defect that is ubiquitous has become very directly perceived, the responsive and primary quality specifications that the user passes judgment on construction quality.Although taked multiple strengthening measure at this position at present, the Crack Control resultant effect is not good, and this crack, position is repaired and had repeatability.Therefore formulate serial Prevention Technique measure, become the common problem of paying close attention to of the each side that takes part in building.
The utility model content
The utility model provides vertical syndeton between a kind of agent structure and the filled wall for solving the technical problem that exists in the known technology, and this syndeton can prevent vertical cracking between agent structure and the filled wall.
The technical scheme that the utility model is taked for the technical problem that exists in the solution known technology is: the vertical syndeton between a kind of agent structure and the filled wall, described filled wall is built into horse tooth trough with the side that described agent structure is connected, described filled wall and described agent structure link into an integrated entity by cast-in-place column, and the tension rib perforation that is provided with in the described filled wall is passed described cast-in-place column and is connected with the agent structure of one side.
When described filled wall is brick cavity wall or porous brick wall, on described horse tooth trough, be equipped with the leakproof gauze wire cloth.
The thickness of described column is identical with the thickness of filled wall, and the length of described column is more than or equal to 100mm.
Advantage and the good effect that the utlity model has are: build the plain concrete column between filled wall side and agent structure, filled wall is connected with agent structure, agent structure and column all adopt concrete material, have reduced the crack that the difference in shrinkage between the foreign material causes; Column and filled wall effectively are connected by horse tooth trough, strengthen the snap-in force between the two foreign material bodies of wall greatly, the crack of having reduced effectively between column and the filled wall produces, in sum, the utility model is built the plain concrete column between filled wall side and agent structure, column is connected with agent structure by same material, be connected by horse tooth trough and filled wall, successfully solved between main body concrete structure and the filled wall crack problem not enough because of snap-in force between the body of wall and that the contraction of body of wall foreign material causes; Simultaneously, column is the row's of adjusting brick size effectively, reduces the building block proportion of goods damageds; And simple to operate, compare with maintenance cost and social reputation, with low cost, can produce tangible economic benefit and social benefit.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Among the figure: 1, agent structure, 2, column, 3, structural beams, 4, skew brick, 5, filled wall.
The specific embodiment
For further understanding summary of the invention of the present utility model, characteristics and effect, exemplify following examples now, and conjunction with figs. is described in detail as follows:
See also Fig. 1, vertical syndeton between a kind of agent structure and the filled wall, filled wall 5 is built into horse tooth trough with the side that agent structure 1 is connected, filled wall 5 links into an integrated entity by cast-in-place column 2 with agent structure 1, and the tension rib perforation that is provided with in the filled wall 5 is passed cast-in-place column 2 and is connected with the agent structure 1 of one side.When filled wall is brick cavity wall or porous brick wall, on horse tooth trough, should lay the leakproof gauze wire cloth.The thickness of column is identical with the thickness of filled wall, and the length of column is more than or equal to 100mm.
Job practices of the present utility model:
1) finish the construction of agent structure 1 after, before construction filled wall 5, reservation column space between filled wall 5 sides and agent structure 1;
2) finish the construction of filled wall 5; During construction filled wall 5, it is built into horse tooth trough with side that agent structure 1 is connected, filled wall 5 tops are connected with structural beams 3 by skew brick 4, and the tension rib that is provided with in the filled wall 5 should connect the column space of passing reservation and be connected with the agent structure 1 of its side;
3) install the column template at the place, column space that reserves, build the plain concrete vibration compacting and form column 2, filled wall 5 and agent structure 1 are linked into an integrated entity by column 2.
In order to ensure the anti-seismic performance of filled wall 5, the tension rib in the filled wall 5 still connects at the column position and passes, and must not disconnect.
The column template is reinforced with screw rod through walls, overlaps pvc pipe on the screw rod through walls, is convenient to form removal, reduces because of the damage of reinforcing template to filled wall.The concrete of building column 2 preferably uses the microdilatancy plain concrete, can further improve the effect that reduces cracking.
Above-mentioned column 2 should satisfy the operability of column concrete pouring construction as a kind of structural column, must not be less than 100mm.The length of column 2 can suitably be adjusted, to reduce the building block proportion of goods damageds in conjunction with row's brick size.The thickness of column 2 is identical with the thickness of filled wall 5.
Although in conjunction with the accompanying drawings preferred embodiment of the present utility model is described above; but the utility model is not limited to the above-mentioned specific embodiment; the above-mentioned specific embodiment only is schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; not breaking away under the scope situation that the utility model aim and claim protect, can also make a lot of forms, these all belong within the protection domain of the present utility model.
Claims (3)
1. the vertical syndeton between agent structure and the filled wall, it is characterized in that, described filled wall is built into horse tooth trough with the side that described agent structure is connected, described filled wall and described agent structure link into an integrated entity by cast-in-place column, and the tension rib perforation that is provided with in the described filled wall is passed described cast-in-place column and is connected with the agent structure of one side.
2. the vertical syndeton between agent structure according to claim 1 and the filled wall is characterized in that, when described filled wall is brick cavity wall or porous brick wall, is equipped with the leakproof gauze wire cloth on described horse tooth trough.
3. the vertical syndeton between agent structure according to claim 1 and the filled wall is characterized in that, the thickness of described column is identical with the thickness of filled wall, and the length of described column is more than or equal to 100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202376219U CN201738463U (en) | 2010-06-25 | 2010-06-25 | Vertical connection structure between main body structure and filled wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202376219U CN201738463U (en) | 2010-06-25 | 2010-06-25 | Vertical connection structure between main body structure and filled wall body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201738463U true CN201738463U (en) | 2011-02-09 |
Family
ID=43553741
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202376219U Expired - Fee Related CN201738463U (en) | 2010-06-25 | 2010-06-25 | Vertical connection structure between main body structure and filled wall body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201738463U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535511A (en) * | 2012-01-11 | 2012-07-04 | 重庆大学 | Grouted rubble and concrete combined gravity retaining wall |
| CN103669651A (en) * | 2013-12-26 | 2014-03-26 | 北京工业大学 | Infilled wall with build-in cross steel bars and manufacturing method of infilled wall |
| CN103669652A (en) * | 2013-12-26 | 2014-03-26 | 北京工业大学 | Filled wall with light-material energy-dissipation stripes and production method thereof |
| CN103912072A (en) * | 2013-12-26 | 2014-07-09 | 北京工业大学 | Filler wall with built-in crossed ladder reinforcing steel bars and manufacture method of filler wall |
| CN103981978A (en) * | 2013-11-01 | 2014-08-13 | 桂林永福龙港绿色环保建材有限公司 | Inner catch connector capable of effectively preventing vertical cracking of light inner wallboard |
| CN104405061A (en) * | 2014-11-25 | 2015-03-11 | 新疆农业大学 | Masonry structure with plant stems and manufacturing method thereof |
| CN104481055A (en) * | 2014-12-06 | 2015-04-01 | 塔里木大学 | Dense-rib column anti-seismic ecological wall body system for villages and small town dwelling house |
| CN106245807A (en) * | 2016-08-25 | 2016-12-21 | 中国十七冶集团有限公司 | There is the body of wall in crack in a kind of junction being avoided that with beams of concrete |
-
2010
- 2010-06-25 CN CN2010202376219U patent/CN201738463U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535511A (en) * | 2012-01-11 | 2012-07-04 | 重庆大学 | Grouted rubble and concrete combined gravity retaining wall |
| CN103981978A (en) * | 2013-11-01 | 2014-08-13 | 桂林永福龙港绿色环保建材有限公司 | Inner catch connector capable of effectively preventing vertical cracking of light inner wallboard |
| CN103669651A (en) * | 2013-12-26 | 2014-03-26 | 北京工业大学 | Infilled wall with build-in cross steel bars and manufacturing method of infilled wall |
| CN103669652A (en) * | 2013-12-26 | 2014-03-26 | 北京工业大学 | Filled wall with light-material energy-dissipation stripes and production method thereof |
| CN103912072A (en) * | 2013-12-26 | 2014-07-09 | 北京工业大学 | Filler wall with built-in crossed ladder reinforcing steel bars and manufacture method of filler wall |
| CN103669652B (en) * | 2013-12-26 | 2016-08-17 | 北京工业大学 | Filling wall with light material energy dissipation strip and preparation method thereof |
| CN103912072B (en) * | 2013-12-26 | 2016-11-09 | 北京工业大学 | A kind of built-in ladder lattice reinforcing bar that intersects fills wall and way |
| CN103669651B (en) * | 2013-12-26 | 2017-01-11 | 北京工业大学 | Infilled wall with build-in cross steel bars and manufacturing method of infilled wall |
| CN104405061A (en) * | 2014-11-25 | 2015-03-11 | 新疆农业大学 | Masonry structure with plant stems and manufacturing method thereof |
| CN104481055A (en) * | 2014-12-06 | 2015-04-01 | 塔里木大学 | Dense-rib column anti-seismic ecological wall body system for villages and small town dwelling house |
| CN106245807A (en) * | 2016-08-25 | 2016-12-21 | 中国十七冶集团有限公司 | There is the body of wall in crack in a kind of junction being avoided that with beams of concrete |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201738463U (en) | Vertical connection structure between main body structure and filled wall body | |
| CN101858142B (en) | Construction method for preventing vertical cracking between main structure and filled wall | |
| CN101832026B (en) | Construction method of sole plate post-poured strip form bracing system | |
| CN104594210B (en) | A kind of concrete prefabricated board and its preparation method and application | |
| CN102900162B (en) | Heat-insulation fireproof integral wallboard and preparation method thereof | |
| CN204676609U (en) | The reinforced waterproof construction of a kind of basement bottom plate rear pouring tape | |
| CN206956565U (en) | A kind of steel box girder bridge hogging moment area pre-stress system | |
| 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 | |
| CN102116092A (en) | Method for constructing reinforcing band for compensating contraction of concrete and preventing cracks | |
| CN104060760B (en) | High Rise Building Transfer Floor Structure concrete super large beam construction in layer method | |
| CN104947846A (en) | Assembled integral type frame filling light weight inner wallboard and preparation method thereof | |
| CN201531035U (en) | Foundation slab late poured band and construction joint steel wire mesh isolating device | |
| CN101793068B (en) | Precast spliced concrete slab wall body | |
| CN202865751U (en) | Temporary support for sulphur-bonded mortar | |
| CN102409788A (en) | Phase change material (PCM) cast-in-place reinforced concrete large-size sandwiched floor and construction method thereof | |
| CN101831971A (en) | Concrete shear wall with short piers | |
| CN204163113U (en) | A kind of nethike embrane formula ater-casting being applied to basement wall slab | |
| CN207504539U (en) | A kind of cable trough with cable protection external member | |
| CN203256930U (en) | Connection structure for concrete wall body and masonry wall face | |
| CN203080796U (en) | Reinforced concrete sandwich thermal insulating wallboard of prefabricated house | |
| CN201762847U (en) | Prefabricated spliced concrete slab wall body | |
| CN206157957U (en) | Body structure stalk body mortar module and wall body of pouring into a mould with wall body module | |
| CN104652280A (en) | One-time continuous forming and pouring method for ultralong post-poured fish ridge wall and ultralong fish ridge wall | |
| CN101851968A (en) | Construction method for preventing outer wall of basement from cracking | |
| CN108018972A (en) | Full precast floor slab and laminated floor slab combining structure, making and assembly method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110209 Termination date: 20130625 |