CN201943212U - Brick wall reinforcement structure - Google Patents
Brick wall reinforcement structure Download PDFInfo
- Publication number
- CN201943212U CN201943212U CN2010206742303U CN201020674230U CN201943212U CN 201943212 U CN201943212 U CN 201943212U CN 2010206742303 U CN2010206742303 U CN 2010206742303U CN 201020674230 U CN201020674230 U CN 201020674230U CN 201943212 U CN201943212 U CN 201943212U
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- Prior art keywords
- wall
- girth member
- reinforcements
- floor
- brick
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- Expired - Fee Related
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Abstract
A brick wall reinforcement structure includes wall top reinforcements and wall bottom reinforcements, wherein the wall top reinforcements are arranged as the connecting line along the top of the wall and the floor and the wall bottom reinforcements are arranged as the connecting line along the bottom of the wall and the floor. Oblique and vertical wall surface reinforcements with the top connected to the wall top reinforcements and the bottom connected to the wall bottom reinforcements are arranged close to the wall. Wall side reinforcements with the top connected to the wall top reinforcements and the bottom connected to the wall bottom reinforcements are arranged as the connecting line along the adjacent walls. The reinforcements can bear the seismic force directly and improve the resistance to shear of wall. The invention adopts connection fasteners to fasten the wall top reinforcements, the wall bottom reinforcements and the wall side reinforcements. The quantity of reinforcements is small and almost don't increase the weight of the building.
Description
Technical field
The utility model relates to the brick masonry structure field of reinforcement, relates in particular to a kind of brick wall ruggedized construction that improves the brick wall body shock resistance.
Background technology
In existing building, brick masonry structure occupies very big ratio, many being built by laying bricks or stones with mortar by clinker brick of the body of wall of this structure forms, its compressive property is better, but shear behavior is relatively poor, under action of horizontal seismic, the shear resistance of body of wall itself can not satisfy the effect of horizontal earthquake shearing, cause body of wall to produce crack or destruction, influence its normal use, even cause the loss of lives and properties, therefore, it is one of the effective method the most that improves its quake-resistant safety that the body of wall of brick masonry structure is carried out integral reinforcing.
The utility model content
In order to improve the shear-carrying capacity of brick wall structure under action of horizontal seismic, the utility model provides a kind of brick wall ruggedized construction.
The utility model by the following technical solutions,
Brick wall ruggedized construction comprises girth member at the bottom of wall top girth member and the wall, and wall top girth member is along the connecting line setting of body of wall top and floor, and girth member is along the connecting line setting of body of wall bottom and floor at the bottom of the wall;
Also comprise oblique or vertically be close to metope girth member on the body of wall, its upper end connects wall top girth member, and its lower end connects girth member at the bottom of wall;
Also comprise the wall end girth member that is provided with along the connecting line of neighboring walls, its upper end connects wall top girth member, girth member at the bottom of its lower end connection wall.
Floor up and down at the bottom of the wall of both sides girth member pass this floor connection with wall top girth member by being connected securing member, pass this body of wall connection by connecting securing member respectively between the girth member between the wall top girth member of body of wall both sides, at the bottom of the wall, the wall end girth member of body of wall both sides passes this body of wall connection by connecting securing member.
The wall top girth member that is arranged on the building external body of wall is fixed in this body of wall by being connected securing member respectively with girth member at the bottom of the wall.
Girth member, metope girth member and wall end girth member are connected in body of wall or floor by cementing agent respectively at the bottom of described wall top girth member, the wall.
Girth member and wall end girth member are equal leg angle or unequal angle at the bottom of described wall top girth member, the wall, and described metope girth member is strip steel plate band or channel-section steel.
Described connection securing member is crab-bolt or high-strength bolt.
Described cementing agent is polymer mortar, grouting material or structure glue.
When collar tie beam, can not establish wall top girth member, can not establish wall end girth member when constructional column is arranged, stiffening rib need be set when girth member and elongated setting of wall end girth member at the bottom of wall top girth member, the wall, need connect when intersecting between the metope girth member.
The utlity model has following advantage:
1. the ruggedized construction of each girth member composition can directly be born seismic forces under geological process, improves the shear-carrying capacity of body of wall.
2. adopt to connect securing member fixedly girth member and wall end girth member at the bottom of wall top girth member, the wall, installs simple and conveniently, the while also is easy to dismantle.
3. by cementing agent each girth member is connected with body of wall, makes that its integrality of wall is better.
4. the stabilization works amount is little, does not increase the building structure deadweight substantially.
Description of drawings
Fig. 1 is used to not have the single cross fork-shaped reinforcing schematic diagram of window body of wall for the utility model brick wall ruggedized construction;
Fig. 2 is used to not have many X-shapes reinforcing schematic diagrames of window body of wall for the utility model brick wall ruggedized construction;
Fig. 3 is used to have window wall reinforcement schematic diagram for the utility model brick wall ruggedized construction;
Fig. 4 is wall top girth member and a wall reinforcement spare connection diagram among Fig. 3;
Fig. 5 is inner body of wall reinforcing joint schematic diagram;
Fig. 6 is along the sectional view of A-A direction among Fig. 5;
Fig. 7 is outside body of wall reinforcing joint schematic diagram;
Fig. 8 is along the sectional view of B-B direction among Fig. 7.
The specific embodiment
For technological means, creation characteristic that the utility model is realized, reach purpose and effect is easy to understand, below in conjunction with concrete diagram, further set forth the utility model.
Brick wall ruggedized construction provided by the utility model has numerous embodiments according to wall structure.
Embodiment 1: as shown in Figure 1, connect floor 121 on the body of wall 113, under connect floor 122, a left side connects body of wall 111, the right side connects body of wall 112, windowing not on the body of wall of reinforcing 113, wall top girth member 210 is along the connecting line setting of body of wall 113 tops and floor 121, and girth member 220 is along the connecting line setting of body of wall 113 bottoms and floor 122 at the bottom of the wall; Intersection is provided with connection wall top, the upper end girth member 210 of metope girth member 231 and metope girth member 232, two metope girth members, girth member 220 at the bottom of the lower end connection wall on the body of wall 113; Wall end girth member 241 is along the connecting line setting of body of wall 111 with body of wall 113, and wall end girth member 242 is along the connecting line setting of body of wall 112 with body of wall 113, and the upper end of two wall end girth members connects wall top girth member 210, girth member 220 at the bottom of the lower end connection wall.
Embodiment 2: as shown in Figure 2, connect floor 121 on the body of wall 113, under connect floor 122, a left side connects body of wall 111, the right side connects body of wall 112, windowing not on the body of wall of reinforcing 113, wall top girth member 210 is along the connecting line setting of body of wall 113 tops and floor 121, and girth member 220 is along the connecting line setting of body of wall 113 bottoms and floor 122 at the bottom of the wall; Body of wall 113 is provided with vertical metope girth member 235, metope girth member 235 two ends are connected to girth member 220 at the bottom of wall top girth member 210 and the wall, body of wall 113 is divided into two parts, body of wall 113 left-hand components are also intersected and are provided with metope girth member 231 and metope girth member 232, right-hand component is arranged in a crossed manner metope girth member 233 and metope girth member 234, wall end girth member 242 is along the connecting line setting of body of wall 112 with body of wall 113, the upper end of two wall end girth members connects wall top girth member 210, girth member 220 at the bottom of the lower end connection wall.
Embodiment 3, as shown in Figure 3, connect floor 121 on the body of wall 113, under connect floor 122, a left side connects body of wall 111, and the right side connects body of wall 112, has window 130 on the body of wall 113 that reinforce, wall top girth member 210 is along the connecting line setting of body of wall 113 tops and floor 121, and girth member 220 is along the connecting line setting of body of wall 113 bottoms and floor 122 at the bottom of the wall; The both sides of window are respectively equipped with vertical metope girth member 235 and metope girth member 236 on the body of wall 113, the two ends of two vertical metope girth members are connected to girth member 220 at the bottom of wall top girth member 210 and the wall, body of wall 113 is divided into three parts, window is at mid portion, body of wall 113 left-hand components are also intersected and are provided with metope girth member 231 and metope girth member 232, and right-hand component is arranged in a crossed manner metope girth member 233 and metope girth member 234; Wall end girth member 241 is along the connecting line setting of body of wall 111 with body of wall 113, and wall end girth member 242 is along the connecting line setting of body of wall 112 with body of wall 113, and the upper end of two wall end girth members connects wall top girth member 210, girth member 220 at the bottom of the lower end connection wall.
For the connected mode of each girth member, be connected to example with wall top girth member and wall reinforcement spare among Fig. 3, as shown in Figure 4, wherein, wall top girth member 210 is an equal leg angle, metope girth member 231,232,233,234,235,236 is strip steel plate.
Brick wall ruggedized construction between each room of building interior also need be connected to each other, as Fig. 5, shown in Figure 6, up and down between two floors, be arranged at girth member 310 and wall top girth member 320 at the bottom of the wall of floor 300 both sides, girth member 340 passes floor 300 connections by being connected securing member 400 respectively with wall top girth member 330 at the bottom of the wall, the wall top girth member 320 and the wall top girth member 330 of body of wall 500 both sides, pass body of wall 500 and connect by being connected securing member 400 respectively between girth member 310 and the girth member at the bottom of the wall 340 at the bottom of the wall, the wall end girth member of body of wall both sides passes this body of wall and connects by connecting securing member.
As Fig. 7, shown in Figure 8, be arranged at building external body of wall 600 and be fixed in body of wall 600 by being connected securing member 800 respectively with girth member at the bottom of the wall 620 with the wall top girth member 610 of floor 700 junctions.
Girth member, metope girth member and wall end girth member are connected in body of wall or floor by cementing agent respectively at the bottom of above-mentioned wall top girth member, the wall, and whole brick wall ruggedized construction and building are connected as a single entity.
Girth member and wall end girth member can be equal leg angle or unequal angle at the bottom of wall top girth member, the wall, and the metope girth member can be strip steel plate band or channel-section steel.
Connecting securing member can be crab-bolt or high-strength bolt.
Cementing agent can be polymer mortar, grouting material or structure glue.
Some in particular cases can not establish wall top girth member when collar tie beam, can not establish wall end girth member when constructional column is arranged, and stiffening rib need be set when girth member and elongated setting of wall end girth member at the bottom of wall top girth member, the wall, need connect when intersecting between the metope girth member.
Brick wall ruggedized construction provided by the utility model can directly be born seismic forces, has improved the shear-carrying capacity of body of wall; It adopts and connects securing member fixedly girth member and wall end girth member at the bottom of wall top girth member, the wall, installs simple and conveniently, and the while also is easy to dismantle; By cementing agent each girth member is connected with body of wall, makes that its integrality of wall is better; The stabilization works amount is little, does not increase the building structure deadweight substantially.
Claims (7)
1. brick wall ruggedized construction is characterized in that,
Comprise girth member at the bottom of wall top girth member and the wall, wall top girth member is along the connecting line setting of body of wall top and floor, and girth member is along the connecting line setting of body of wall bottom and floor at the bottom of the wall;
Also comprise oblique or vertically be close to metope girth member on the body of wall, its upper end connects wall top girth member, and its lower end connects girth member at the bottom of wall;
Also comprise the wall end girth member that is provided with along the connecting line of neighboring walls, its upper end connects wall top girth member, girth member at the bottom of its lower end connection wall.
2. brick wall ruggedized construction according to claim 1, it is characterized in that, floor up and down at the bottom of the wall of both sides girth member pass this floor connection with wall top girth member by being connected securing member, pass this body of wall connection by connecting securing member respectively between the girth member between the wall top girth member of body of wall both sides, at the bottom of the wall, the wall end girth member of body of wall both sides passes this body of wall connection by connecting securing member.
3. brick wall ruggedized construction according to claim 1 is characterized in that, the wall top girth member that is arranged on the building external body of wall is fixed in this body of wall by being connected securing member respectively with girth member at the bottom of the wall.
4. brick wall ruggedized construction according to claim 1 is characterized in that, girth member, metope girth member and wall end girth member are connected in body of wall or floor by cementing agent respectively at the bottom of described wall top girth member, the wall.
5. brick wall ruggedized construction according to claim 1 is characterized in that, girth member and wall end girth member are equal leg angle or unequal angle at the bottom of described wall top girth member, the wall, and described metope girth member is strip steel plate band or channel-section steel.
6. brick wall ruggedized construction according to claim 2 is characterized in that, described connection securing member is crab-bolt or high-strength bolt.
7. brick wall ruggedized construction according to claim 4 is characterized in that, described cementing agent is polymer mortar, grouting material or structure glue.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206742303U CN201943212U (en) | 2010-12-22 | 2010-12-22 | Brick wall reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206742303U CN201943212U (en) | 2010-12-22 | 2010-12-22 | Brick wall reinforcement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201943212U true CN201943212U (en) | 2011-08-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206742303U Expired - Fee Related CN201943212U (en) | 2010-12-22 | 2010-12-22 | Brick wall reinforcement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201943212U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102877656A (en) * | 2012-08-10 | 2013-01-16 | 南京工业大学 | Method for reinforcing masonry wall through steel structure |
| CN107386676A (en) * | 2016-02-17 | 2017-11-24 | 朱奎 | Brick wall reinforced construction method |
-
2010
- 2010-12-22 CN CN2010206742303U patent/CN201943212U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102877656A (en) * | 2012-08-10 | 2013-01-16 | 南京工业大学 | Method for reinforcing masonry wall through steel structure |
| CN102877656B (en) * | 2012-08-10 | 2016-08-03 | 南京工业大学 | The method of steel structure reinforcing masonry wall |
| CN107386676A (en) * | 2016-02-17 | 2017-11-24 | 朱奎 | Brick wall reinforced construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110824 Termination date: 20171222 |