CN203080958U - Strengthening member for masonry breast lining - Google Patents
Strengthening member for masonry breast lining Download PDFInfo
- Publication number
- CN203080958U CN203080958U CN 201320066388 CN201320066388U CN203080958U CN 203080958 U CN203080958 U CN 203080958U CN 201320066388 CN201320066388 CN 201320066388 CN 201320066388 U CN201320066388 U CN 201320066388U CN 203080958 U CN203080958 U CN 203080958U
- Authority
- CN
- China
- Prior art keywords
- steel
- masonry
- breast
- wire rope
- strengthening
- 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
- 210000000481 Breast Anatomy 0.000 title claims abstract description 20
- 238000005728 strengthening Methods 0.000 title abstract 4
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 28
- 239000010959 steel Substances 0.000 claims abstract description 28
- 239000002965 rope Substances 0.000 claims abstract description 18
- 238000000034 method Methods 0.000 abstract 1
- 230000003014 reinforcing Effects 0.000 description 7
- 239000002344 surface layer Substances 0.000 description 3
- 239000011083 cement mortar Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Abstract
The utility model provides a strengthening member for a masonry breast lining. The strengthening member is characterized by comprising channel steel 1, angle steel 2, a steel wire rope 3, bolts 4 and clamps 5, wherein the channel steel 1 is arranged on the upper surface and the lower surface of a floor slab respectively, and fixed via the bolts 4; the angle steel 2 is arranged at a place close to a hole, of the breast lining; and the steel wire rope 3 surrounds a circle along the breast lining, and the both ends of the steel wire rope 3 are fixed on the channel steel 1 via the clamps 5 respectively. The strengthening member is definite and reliable in force transferring, capable of obviously improving the bearing capacity of the structure, simple in process, and convenient to construct.
Description
Technical field
The utility model relates to a kind of strenthening member, is specially the strenthening member of masonry breast.
Background technology
Behind the Wenchuan earthquake, many masonry structure breasts appearance obviously destroy, and the related allowable ratio of height to sectional thickness of masonry wall or column of existing " masonry structure reinforcing design standard " GB50702-2011 is reinforced structure and comprised: the reinforcing of steel concrete surface layer, the reinforcing of mesh reinforced cement mortar surface layer, outsourcing section steel reinforcement, stickup fiber composite material reinforcing method, wire rope net-polymer-modified cement mortar surface layer are reinforced, are set up the masonry buttress and reinforce.All do not relate to specially and constructing at the reinforcing of masonry breast, the masonry breast is separated because of being subjected to floor, and during reinforcing, the reinforcing material that is used to reinforce is difficult to cross over floor, is difficult to that it is carried out globality and reinforces.
Summary of the invention
For solving the problems of the technologies described above, the utility model provides the strenthening member of a kind of masonry breast, and this strenthening member power transmission is clear and definite, reliable, can obviously improve structural bearing capacity, and technology is simple, easy construction.
The masonry breast strenthening member that the utility model provides is characterized in that: comprise channel-section steel 1, angle steel 2, wire rope 3, bolt 4, anchor clamps 5; Described channel-section steel 1 places the floor top and bottom respectively, and is fixing by bolt 4; Described angle steel 2 places breast Lin Dongkouchu; Described wire rope 3 is around one week of breast, and two ends are fixed on channel-section steel 1 by anchor clamps 5 respectively.By tensioning wire rope 3, can apply the prestressing force of a constant load, wire rope 3 is in aggregates with inner masonry parcel.
After adopting above structure, the utility model has the advantages that:
Can make the allowable ratio of height to sectional thickness of masonry wall or column of floor top and the bottom form integral body, resist the external load effect jointly, by channel-section steel 1 that wire rope 3 is fixing, tensioning wire rope 3 can apply the prestressing force of a constant load, and wire rope 3 is in aggregates with inner masonry parcel.
Description of drawings
Fig. 1 is the structural representation of masonry breast of the present utility model strenthening member.
As shown in the figure: 1, channel-section steel, 2, angle steel, 3 wire rope, 4 bolts, 5, anchor clamps.
The specific embodiment
Describe present embodiment in detail below in conjunction with accompanying drawing.
As shown in Figure 1, masonry breast of the present utility model strenthening member is characterized in that: comprise channel-section steel 1, angle steel 2, wire rope 3, bolt 4, anchor clamps 5; Described channel-section steel 1 places the floor top and bottom respectively, and is fixing by bolt 4; Described angle steel 2 places breast Lin Dongkouchu; Described wire rope 3 is around one week of breast, and two ends are fixed on channel-section steel 1 by anchor clamps 5 respectively.By tensioning wire rope 3, can apply the prestressing force of a constant load, wire rope 3 is in aggregates with inner masonry parcel.
Claims (1)
1. masonry breast strenthening member is characterized in that: comprise channel-section steel (1), angle steel (2), wire rope (3), bolt (4), anchor clamps (5); Described channel-section steel (1) places the floor top and bottom respectively, and is fixing by bolt (4); Described angle steel (2) places breast Lin Dongkouchu; Described wire rope (3) is around one week of breast, and two ends are fixed on channel-section steel (1) by anchor clamps (5) respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320066388 CN203080958U (en) | 2013-02-05 | 2013-02-05 | Strengthening member for masonry breast lining |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320066388 CN203080958U (en) | 2013-02-05 | 2013-02-05 | Strengthening member for masonry breast lining |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203080958U true CN203080958U (en) | 2013-07-24 |
Family
ID=48826809
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320066388 Expired - Fee Related CN203080958U (en) | 2013-02-05 | 2013-02-05 | Strengthening member for masonry breast lining |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203080958U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386608A (en) * | 2015-04-23 | 2016-03-09 | 罗晓晖 | Anchor rope type house protecting method |
-
2013
- 2013-02-05 CN CN 201320066388 patent/CN203080958U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386608A (en) * | 2015-04-23 | 2016-03-09 | 罗晓晖 | Anchor rope type house protecting method |
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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: 20130724 Termination date: 20140205 |