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
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- steel plate
- wall
- constructional column
- vertical wall
- horizontal wall
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Abstract
The utility model relates to a reinforcing constructional column of a masonry structure, which comprises a vertical wall and a horizontal wall. The reinforcing constructional column is characterized in that each side face of the connection position of the vertical wall and the horizontal wall is provided with a steel plate, the steel plates are fixedly connected with the walls through structural adhesive, and the corresponding steel plates on the two sides of the vertical wall or the horizontal wall are connected through connecting bolts. The utility model not only improves the integrity of the masonry structure, and the overall seismic capability of the structure, but also has high constructability, positivity and safety without affecting the appearance of the original building or reducing the use area of the building.
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)
1. the reinforcing constructional column in the masonry structure, comprise vertical wall (1), horizontal wall (2), it is characterized in that: described vertical wall (1) is equipped with steel plate in each side of junction mutually with described horizontal wall (2), and this steel plate is fixed on the described body of wall by structure glue (5); The corresponding described steel plate of described vertical wall (1) or described horizontal wall (2) both sides is connected by drawknot bolt (6).
2. the reinforcing constructional column in a kind of masonry structure as claimed in claim 1 is characterized in that: described vertical wall (1) and described horizontal wall (2) are T type node, and described steel plate is made up of steel plate I (3) that is yi word pattern and the steel plate II (4) that is the L type.
3. the reinforcing constructional column in a kind of masonry structure as claimed in claim 1 is characterized in that: described vertical wall (1) is L type node with described horizontal wall (2), and described steel plate is made up of the steel plate II that is the L type (4).
4. as the reinforcing constructional column in claim 2 or the 3 described a kind of masonry structures, it is characterized in that: the length of described drawknot bolt (6) equals the width of described vertical wall (1) or described horizontal wall (2).
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 Expired - Lifetime 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 Expired - Lifetime
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 |
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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: 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 | ||
| 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 |
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 |
|
| 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 |
|
| TR01 | Transfer of patent right | ||
| CX01 | Expiry of patent term |
Granted publication date: 20101117 |
|
| CX01 | Expiry of patent term |