CN201635417U - Reinforcing constructional column of masonry structure - Google Patents
Reinforcing constructional column of masonry structure Download PDFInfo
- Publication number
- CN201635417U CN201635417U CN2010201044004U CN201020104400U CN201635417U CN 201635417 U CN201635417 U CN 201635417U CN 2010201044004 U CN2010201044004 U CN 2010201044004U CN 201020104400 U CN201020104400 U CN 201020104400U CN 201635417 U CN201635417 U CN 201635417U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- masonry
- horizontal
- vertical
- constructional column
- Prior art date
Links
- 230000003014 reinforcing Effects 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 230000000875 corresponding Effects 0.000 claims abstract description 4
- 239000003292 glue Substances 0.000 claims description 4
- 280000398338 Seismic companies 0.000 abstract 1
- 230000001070 adhesive Effects 0.000 abstract 1
- 239000000853 adhesives Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 239000000463 materials Substances 0.000 description 3
- 239000011449 bricks Substances 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 241000238586 Cirripedia Species 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 239000000203 mixtures Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000002699 waste materials Substances 0.000 description 1
Abstract
Description
Technical field
The utility model belongs to the building structure strengthening field, relates in particular to the reinforcing constructional column in a kind of masonry structure.
Background technology
Masonry structure is meant the structure of building with brickwork, barnacle body or block masonry.Masonry structure since cheap, speed of application fast, build with material advantage such as can gather materials on the spot and be widely used, wherein with the brickwork construction the house---brick masonry structure building is most widely used.Because the fragility character of multi-story masonry building structure material therefor, shearing resistance, tension, flexural strength are very low and connect relatively poorly, and therefore, ability of its opposing earthquake disaster is relatively poor.
For improving the whole shock resistance of masonry structure building, adopt the method that reinforced concrete structural column is set to solve in the building structure standard.The change of criteria for classification because the continual renovation of earthquake resistant structure standard, revision and part classification Antiseismic building are set up defences, most of existing building anti-seismic construction measure and constructional column are provided with the requirement that quantity and position can not have been satisfied existing earthquake resistant code.If the dismounting that does not meet the demands is rebuild, will cause huge waste to buildings and resources, therefore, existing brick mix structure is reinforced, make it to satisfy the emphasis research topic that the current specifications requirement has become the building structure industry.
The reinforcing of traditional masonry structure constructional column mainly is in wall outer side the steel concrete buttress to be set.Not only the construction period is long, cost is high for this structure, has a strong impact on facade after the reinforcing, and can't increase constructional column according to current specifications at cross wall and interior vertical wall junction, for building structure has stayed potential safety hazard.
The utility model content
Technical problem to be solved in the utility model provides the reinforcing constructional column in the masonry structure of a kind of safety, economy, operability.
For addressing the above problem, reinforcing constructional column in a kind of masonry structure described in the utility model, comprise vertical wall, horizontal wall, it is characterized in that: described vertical wall is equipped with steel plate in each side of junction mutually with described horizontal wall, and this steel plate is fixed on the described body of wall by structure glue; The corresponding described steel plate of described vertical wall or described horizontal wall both sides is connected by the drawknot bolt.
Described vertical wall and described horizontal wall are T type node, and described steel plate is made up of with the steel plate II that is the L type the steel plate I that is yi word pattern.
Described vertical wall and described horizontal wall are L type node, and described steel plate is made up of the steel plate II that is the L type.
The length of described drawknot bolt equals the width of described vertical wall or described horizontal wall.
The utility model compared with prior art has the following advantages:
1, because being provided with at constructional column, the utility model adopts the mode of setting up the steel plate constructional column in the not enough existing building, make that the body of wall junction forms a stressed integral body in length and breadth, operative constraint the distortion of body of wall, therefore, not only improved the globality of masonry structure, improve the whole shock resistance of structure, but but also have good application property, enthusiasm and safety, reinforcing the back simultaneously only needs to seal by floated coat, the existing building beyond the region of objective existence is seen the nothing influence, do not reduce the usable floor area of building.
2, adopt structure of the present utility model, can effectively overcome the shortcoming that traditional reinforcing mode is only done exterior wall, improved the degree of safety of structure greatly; Simultaneously, compare with traditional reinforcing mode and can significantly reduce the duration, save cost nearly 15%.
3, the utility model simple in structure, be easy to the construction.
Description of drawings
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described in further detail.
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is an another kind of structural representation of the present utility model.
Among the figure: the horizontal wall 3-of the vertical wall 2-of 1-steel plate I 4-steel plate II 5-structure glue 6-drawknot bolt
The specific embodiment
As described in Figure 1, the reinforcing constructional column in a kind of masonry structure comprises that vertical wall 1, laterally wall 2, and vertical wall 1 are T type node with horizontal wall 2.
Vertically wall 1 is equipped with steel plate in each side of junction mutually with horizontal wall 2, and steel plate is made up of with the steel plate II 4 that is the L type the steel plate I 3 that is yi word pattern; This steel plate is fixed on the body of wall by structure glue 5; Vertically the corresponding steel plate of wall 1 or horizontal wall 2 both sides is connected by drawknot bolt 6, and the length of drawknot bolt 6 equals the width of vertical wall 1 or horizontal wall 2.
When vertical wall 1 and horizontal wall 2 are L type node, and steel plate is when being made up of the steel plate II 4 that is the L type, and the utility model also can adopt the mode of Fig. 2.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201044004U CN201635417U (en) | 2010-01-25 | 2010-01-25 | Reinforcing constructional column of masonry structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201044004U CN201635417U (en) | 2010-01-25 | 2010-01-25 | Reinforcing constructional column of masonry structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201635417U true CN201635417U (en) | 2010-11-17 |
Family
ID=43079905
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201044004U CN201635417U (en) | 2010-01-25 | 2010-01-25 | Reinforcing constructional column of masonry structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201635417U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102889003A (en) * | 2012-11-04 | 2013-01-23 | 西安建筑科技大学 | Method for increasing constructional column for brick masonry wall |
| CN103089025A (en) * | 2011-11-08 | 2013-05-08 | 上海美创建筑加固工程有限公司 | Method for manufacturing masonry structure seismic reinforcement constructional column |
| CN102864944B (en) * | 2012-10-11 | 2016-12-21 | 北京筑福国际工程技术有限责任公司 | A kind of steel angle bracket masonry structure and reinforcement means thereof |
-
2010
- 2010-01-25 CN CN2010201044004U patent/CN201635417U/en not_active IP Right Cessation
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103089025A (en) * | 2011-11-08 | 2013-05-08 | 上海美创建筑加固工程有限公司 | Method for manufacturing masonry structure seismic reinforcement constructional column |
| CN102864944B (en) * | 2012-10-11 | 2016-12-21 | 北京筑福国际工程技术有限责任公司 | A kind of steel angle bracket masonry structure and reinforcement means thereof |
| CN102889003A (en) * | 2012-11-04 | 2013-01-23 | 西安建筑科技大学 | Method for increasing constructional column for brick masonry wall |
| CN102889003B (en) * | 2012-11-04 | 2014-09-17 | 西安建筑科技大学 | Method for increasing constructional column for brick masonry wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102296724B (en) | Inclined double-layer folded plate steel plate shear wall | |
| CN103967214B (en) | Multi-cavity steel tube concrete embedded round steel pipe regeneration concrete band batten plate coupled column | |
| CN204252269U (en) | A kind of Prefabricated steel construction integration assembling green building Component composition assembly unit | |
| CN103015565A (en) | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method | |
| CN205242773U (en) | Adopt prefabricated assembled steel - concrete combination beam of cant chisei connection | |
| CN101338622B (en) | Rapidly assembled bamboo wood barrack | |
| CN104032840A (en) | Prestress assembly type frame joint connecting structure with additionally-arranged steel angles and construction method of prestress assembly type frame joint connecting structure | |
| CN201962792U (en) | Longspan prestressed concrete beam slab simulation framework structure | |
| CN203420389U (en) | Environment-friendly built-in floor die core | |
| CN101979798A (en) | Novel ecological building structure system suitable for building industrialization | |
| CN102995756B (en) | Concrete-filled rectangular steel tube column-box girder full-bolt connection node and construction method | |
| CN103541504A (en) | Special-shaped section steel tube recycled concrete core column | |
| CN106121086B (en) | A kind of practice of the connecting structure of concrete-filled steel square tubular column with otic placode and fabricated shear wall | |
| CN103174252B (en) | A kind of self-insulation quake-proof building block and application process | |
| CN202627254U (en) | Shear wall consisting of vertical mild steel energy consumption belts with horizontal seams arranged among concrete-filled steel tubes | |
| CN103541501A (en) | Special-shaped section steel rib recycled concrete column | |
| CN102926515A (en) | Autoclaved lightweight aerated concrete ultrathin plate | |
| US7882669B2 (en) | Composite concrete shear wall for heat insulation | |
| CN201695515U (en) | Light-steel light-concrete structural system | |
| CN108894362B (en) | Assembled grid type thin-wall steel plate recycled concrete combined shear wall and assembling method | |
| CN206844392U (en) | A kind of prefabricated buildings wall angle node structure based on light gauge cold-formed steel shape | |
| CN203924363U (en) | The syndeton of friction damper assembling frame node | |
| CN102557560A (en) | Low-cost self-leveling mortar | |
| CN102912896B (en) | Separate type steel plate shear force wall | |
| CN202787570U (en) | Prefabricated integral reinforced concrete load bearing wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| C14 | Grant of patent or utility model | ||
| ASS | Succession or assignment of patent right |
Owner name: LANZHOU NONFERROUS CONSTRUCTION NEW TECHNOLOGY IND Free format text: FORMER OWNER: GANSU INSTITUTE OF CIVIL ENGINEERING Effective date: 20150414 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150414 Address after: 730010, 1188, Jia Lu Road, Chengguan District, Gansu, Lanzhou Patentee after: Lanzhou nonferrous Building New Technology Industrial Development Co Address before: 730020 No. 1188 Jia Tan section, Chengguan District, Gansu, Lanzhou Patentee before: Gansu Civil Engineering Research Institute |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 730020 LANZHOU, GANSU PROVINCE TO: 730010 LANZHOU, GANSU PROVINCE |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190108 Address after: 730020 1188 Jiatan Road, Chengguan District, Lanzhou City, Gansu Province Patentee after: Gansu Academy of Civil Engineering Sciences Co., Ltd. Address before: 730010 1188 Jiatan Road, Chengguan District, Lanzhou City, Gansu Province Patentee before: Lanzhou nonferrous Building New Technology Industrial Development Co Effective date of registration: 20190108 Address after: 730020 1188 Jiatan Road, Chengguan District, Lanzhou City, Gansu Province Patentee after: Gansu Academy of Civil Engineering Sciences Co., Ltd. Address before: 730010 1188 Jiatan Road, Chengguan District, Lanzhou City, Gansu Province Patentee before: Lanzhou nonferrous Building New Technology Industrial Development Co |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20101117 |