CN203080958U - Strengthening member for masonry breast lining - Google Patents

Strengthening member for masonry breast lining Download PDF

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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
Application number
CN 201320066388
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Chinese (zh)
Inventor
林锦滔
Original Assignee
林锦滔
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 林锦滔 filed Critical 林锦滔
Priority to CN 201320066388 priority Critical patent/CN203080958U/en
Application granted granted Critical
Publication of CN203080958U publication Critical patent/CN203080958U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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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

The strenthening member of masonry breast
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.
CN 201320066388 2013-02-05 2013-02-05 Strengthening member for masonry breast lining Expired - Fee Related CN203080958U (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (1)

* Cited by examiner, † Cited by third party
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