CN109763669A - Agriculture occupies the bilateral transverse direction jointing reinforcement Shockproof reinforcing method of masonry building - Google Patents
Agriculture occupies the bilateral transverse direction jointing reinforcement Shockproof reinforcing method of masonry building Download PDFInfo
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- CN109763669A CN109763669A CN201910084114.1A CN201910084114A CN109763669A CN 109763669 A CN109763669 A CN 109763669A CN 201910084114 A CN201910084114 A CN 201910084114A CN 109763669 A CN109763669 A CN 109763669A
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Abstract
A kind of agriculture occupies the bilateral transverse direction jointing reinforcement Shockproof reinforcing method of masonry building.It includes that the loose position on the outside of the lateral roughing sand pulp layer on former masonry wall two sides is rejected and cleaned out, and forms laterally long jointing；The inner surface of laterally long jointing is soaked with water, a small amount of high-strength mortar is poured into laterally long jointing inside line and digs into reinforcing bar；Continue to insert high-strength mortar into the laterally outside left of long jointing and compacting, finally smooth out the high-strength mortar of laterally long striking surfaces and etc..The bilateral transverse direction jointing reinforcement Shockproof reinforcing method that agriculture provided by the invention occupies masonry building has the advantages that by the way that high-strength mortar and reinforcing bar is added to laterally long jointing and tamps, former masonry wall is set to form an entirety with the high-strength mortar and reinforcing bar newly poured into, to improve the anti-seismic performance of wall.
Description
Technical field
The invention belongs to build reinforcement technique field, the bilateral transverse direction jointing for occupying masonry building more particularly to a kind of agriculture adds
Muscle Shockproof reinforcing method.
Background technique
In China certain areas, rural residential building can be by design theory at that time, construction material, construction item in building process
The limitation of the factors such as part, therefore construction material used, construction quality, earthquake-resistant structure bearing capacity and construction etc. are possible to not meet
The requirement of current specifications, and the erosion intensity and cohesive force of passage building block and mortar at any time also can correspondingly decline.This
Brick wall in a little buildings is typically all load bearing wall, and very big to the safety effects of structure, the mortar strength of many walls is relatively low, portion
Mortar strength is divided even lower than to standardize defined minimum requirements, or even the mortar in the mortar joint having has sent out shortcake, fallen off, thus sternly
Ghost image rings the bearing capacity of brick wall, is unfavorable for antidetonation, it is necessary to which carrying out consolidation process to wall can just continue to use.Previous reinforcing
Method is old, and the effect played is not it is obvious that and for the assessment of the secondary disasters such as sedimentation inaccuracy.And for needing to protect
The building for the historical sites stayed, with greater need for reservation original building wall.
Summary of the invention
To solve the above-mentioned problems, the bilateral transverse direction jointing for occupying masonry building the purpose of the present invention is to provide a kind of agriculture adds
Muscle Shockproof reinforcing method.
In order to achieve the above object, agriculture provided by the invention occupies the bilateral transverse direction jointing reinforcement seismic hardening side of masonry building
Method includes the following steps carried out in order:
1) the loose position on the outside of the lateral roughing sand pulp layer on former masonry wall two sides is rejected and is cleaned out, thus shape
At laterally long jointing；
2) inner surface by the long jointing of above-mentioned transverse direction is soaked with water, and a small amount of high-strength mortar is then poured into laterally long jointing
Inside line digs into a transverse steel with iron bamboo slips used for divination or drawing lots in the long jointing of every transverse direction on stalk later, in the every of corner
Item laterally digs into a L reinforcing bar in long jointing, and the end of the both ends of L reinforcing bar transverse steel adjacent thereto is mutually welded, by
All reinforcing bars constitute a reinforcing bar closed-loop, and connect high-strength mortar sufficiently with transverse steel or L reinforcing bar and roughing sand pulp layer
Touching；
3) continue to insert high-strength mortar into the laterally outside left of long jointing and compacting, finally by laterally long striking surfaces
High-strength mortar smooth out.
The strength grade of the high-strength mortar is M10.
The depth of the long jointing of the transverse direction is 30-50mm.
The diameter of the transverse steel and L reinforcing bar is 6mm.
The bilateral transverse direction jointing reinforcement Shockproof reinforcing method that agriculture provided by the invention occupies masonry building has the advantages that logical
It crosses and high-strength mortar and reinforcing bar is added to laterally long jointing and tamped, the high-strength mortar and reinforcing bar for making former masonry wall and newly pouring into
An entirety is formed, to improve the anti-seismic performance of wall.
Detailed description of the invention
Fig. 1 is former masonry wall vertical structure sectional view.
Fig. 2 is former masonry wall transverse structure sectional view.
Fig. 3 is former masonry wall vertical structure sectional view after jointing.
Fig. 4 is former masonry wall transverse structure sectional view after jointing.
Fig. 5 is to fill high-strength mortar for the first time and be implanted into former masonry wall vertical structure sectional view after reinforcing bar.
Fig. 6 is to fill high-strength mortar for the first time and be implanted into former masonry wall transverse structure sectional view after reinforcing bar.
Fig. 7 is former masonry wall vertical structure sectional view after the completion of reinforcing.
Fig. 8 is former masonry wall transverse structure sectional view after the completion of reinforcing.
Specific embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.
As Figure 1-Figure 8, agriculture provided by the invention occupies the bilateral transverse direction jointing reinforcement Shockproof reinforcing method of masonry building
Including the following steps carried out in order:
1) the loose position in 1 outside of lateral roughing sand pulp layer on former masonry wall two sides is rejected and is cleaned out, thus
Form laterally long jointing 2；Laterally the depth of long jointing 2 is 30-50mm；
2) inner surface by the long jointing 2 of above-mentioned transverse direction is soaked with water, the high-intensitive sand for being then M10 by a small amount of strength grade
Slurry 3 pours into laterally long 2 inside line of jointing, and it is 10- that high-strength mortar 3, which pours into the depth of laterally long jointing 2, in the present embodiment
15mm digs into the transverse steel 4 that a diameter is 6mm with iron bamboo slips used for divination or drawing lots in the long jointing 2 of every transverse direction on stalk later, is turning
Dig into a L reinforcing bar in the long jointing 2 of every transverse direction at angle, and by the end of the both ends of L reinforcing bar transverse steel 4 adjacent thereto
It mutually welds, a reinforcing bar closed-loop is made of all reinforcing bars, and make high-strength mortar 3 and transverse steel 4 or L reinforcing bar and roughing sand
Pulp layer 1 comes into full contact with；
3) continue to insert high-strength mortar 3 laterally the outside left of long jointing 2 and compacting, high-intensitive sand in the present embodiment
The depth that slurry 3 pours into laterally long 2 outside left of jointing is 20-35mm, finally by the high-strength mortar 3 on laterally long 2 surface of jointing
It smoothes out.
Claims (4)
1. the bilateral transverse direction jointing reinforcement Shockproof reinforcing method that a kind of agriculture occupies masonry building, it is characterised in that: the agriculture, which occupies, builds
The bilateral transverse direction jointing reinforcement Shockproof reinforcing method of body building includes the following steps carried out in order:
1) the loose position on the outside of the lateral roughing sand pulp layer (1) on former masonry wall two sides is rejected and is cleaned out, thus shape
At laterally long jointing (2)；
2) inner surface by the long jointing of above-mentioned transverse direction (2) is soaked with water, and a small amount of high-strength mortar (3) is then poured into laterally long hook
(2) inside line is stitched, the long jointing of every transverse direction (2) on stalk later is interior to dig into a transverse steel (4) with iron bamboo slips used for divination or drawing lots,
Dig into a L reinforcing bar in the long jointing of every transverse direction (2) of corner, and by the both ends of L reinforcing bar transverse steel adjacent thereto (4)
End mutually weld, a reinforcing bar closed-loop is made of all reinforcing bars, and make high-strength mortar (3) and transverse steel (4) or L steel
Muscle and roughing sand pulp layer (1) come into full contact with；
3) continue to insert high-strength mortar (3) into the laterally outside left of long jointing (2) and compacting, finally by laterally long jointing
(2) high-strength mortar (3) on surface smoothes out.
2. agriculture according to claim 1 occupies the bilateral transverse direction jointing reinforcement Shockproof reinforcing method of masonry building, feature exists
In: the strength grade of the high-strength mortar (3) is M10.
3. agriculture according to claim 1 occupies the bilateral transverse direction jointing reinforcement Shockproof reinforcing method of masonry building, feature exists
In: the depth of the long jointing of the transverse direction (2) is 30-50mm.
4. agriculture according to claim 1 occupies the bilateral transverse direction jointing reinforcement Shockproof reinforcing method of masonry building, feature exists
In: the diameter of the transverse steel (4) and L reinforcing bar is 6mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910084114.1A CN109763669A (en) | 2019-01-29 | 2019-01-29 | Agriculture occupies the bilateral transverse direction jointing reinforcement Shockproof reinforcing method of masonry building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910084114.1A CN109763669A (en) | 2019-01-29 | 2019-01-29 | Agriculture occupies the bilateral transverse direction jointing reinforcement Shockproof reinforcing method of masonry building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109763669A true CN109763669A (en) | 2019-05-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910084114.1A Pending CN109763669A (en) | 2019-01-29 | 2019-01-29 | Agriculture occupies the bilateral transverse direction jointing reinforcement Shockproof reinforcing method of masonry building |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112096111A (en) * | 2020-09-11 | 2020-12-18 | 西安建筑科技大学 | Ancient building masonry wall reinforced by carbon fiber bar caulking and reinforcing construction process thereof |
| CN114412226A (en) * | 2022-02-28 | 2022-04-29 | 安徽建工集团股份有限公司建筑设计研究院 | Netted fiber structure of reinforcing brick wall that clears water |
| CN116084726A (en) * | 2022-10-14 | 2023-05-09 | 杭州明磊建筑工程技术有限公司 | Brick wall mortar joint reinforcing method |
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| CN102493672A (en) * | 2011-11-29 | 2012-06-13 | 上海市第四建筑有限公司 | Bilateral reinforced seismic strengthening method for existing masonry structure |
| CN202925922U (en) * | 2012-11-04 | 2013-05-08 | 西安建筑科技大学 | Combination reinforcing device for brick masonry wall |
| CN103924792A (en) * | 2014-05-06 | 2014-07-16 | 北京筑福建筑事务有限责任公司 | Method of replacing mortar in mortar joint for masonry structure reinforcement |
| CN105421809A (en) * | 2015-12-11 | 2016-03-23 | 福州大学 | Existing stone wall seismic reinforcement structure and method |
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| CN201635415U (en) * | 2010-01-25 | 2010-11-17 | 甘肃土木工程科学研究院 | Wall embedded reinforcement bar structure of masonry structure |
| CN102493672A (en) * | 2011-11-29 | 2012-06-13 | 上海市第四建筑有限公司 | Bilateral reinforced seismic strengthening method for existing masonry structure |
| CN202925922U (en) * | 2012-11-04 | 2013-05-08 | 西安建筑科技大学 | Combination reinforcing device for brick masonry wall |
| CN103924792A (en) * | 2014-05-06 | 2014-07-16 | 北京筑福建筑事务有限责任公司 | Method of replacing mortar in mortar joint for masonry structure reinforcement |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112096111A (en) * | 2020-09-11 | 2020-12-18 | 西安建筑科技大学 | Ancient building masonry wall reinforced by carbon fiber bar caulking and reinforcing construction process thereof |
| CN114412226A (en) * | 2022-02-28 | 2022-04-29 | 安徽建工集团股份有限公司建筑设计研究院 | Netted fiber structure of reinforcing brick wall that clears water |
| CN116084726A (en) * | 2022-10-14 | 2023-05-09 | 杭州明磊建筑工程技术有限公司 | Brick wall mortar joint reinforcing method |
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Application publication date: 20190517 |