CN105625742A - Brick wall reinforcing structure - Google Patents
Brick wall reinforcing structure Download PDFInfo
- Publication number
- CN105625742A CN105625742A CN201610127817.4A CN201610127817A CN105625742A CN 105625742 A CN105625742 A CN 105625742A CN 201610127817 A CN201610127817 A CN 201610127817A CN 105625742 A CN105625742 A CN 105625742A
- Authority
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- China
- Prior art keywords
- reinforcing bar
- brick wall
- horizontal
- cuff
- anchor rib
- 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.)
- Granted
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 98
- 239000011449 brick Substances 0.000 title claims abstract description 53
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 15
- 239000002344 surface layer Substances 0.000 claims abstract description 9
- 239000002002 slurry Substances 0.000 claims description 26
- 235000019353 potassium silicate Nutrition 0.000 claims description 24
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims description 24
- 239000004568 cement Substances 0.000 claims description 23
- 230000002787 reinforcement Effects 0.000 claims description 14
- CTQNGGLPUBDAKN-UHFFFAOYSA-N O-Xylene Chemical compound CC1=CC=CC=C1C CTQNGGLPUBDAKN-UHFFFAOYSA-N 0.000 claims description 12
- 210000002966 serum Anatomy 0.000 claims description 12
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 claims description 6
- 238000010790 dilution Methods 0.000 claims description 6
- 239000012895 dilution Substances 0.000 claims description 6
- 239000000428 dust Substances 0.000 claims description 6
- 230000011218 segmentation Effects 0.000 claims description 6
- 238000013022 venting Methods 0.000 claims description 6
- 208000003044 Closed Fractures Diseases 0.000 claims description 3
- 230000001680 brushing effect Effects 0.000 claims description 3
- 239000004567 concrete Substances 0.000 claims description 3
- 239000003822 epoxy resin Substances 0.000 claims description 3
- 238000003973 irrigation Methods 0.000 claims description 3
- 230000002262 irrigation Effects 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 claims description 3
- 239000011505 plaster Substances 0.000 claims description 3
- 229920000647 polyepoxide Polymers 0.000 claims description 3
- 239000011241 protective layer Substances 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 239000000377 silicon dioxide Substances 0.000 claims description 3
- 239000002699 waste material Substances 0.000 claims description 3
- 238000004873 anchoring Methods 0.000 abstract 4
- 239000011083 cement mortar Substances 0.000 abstract 1
- 239000010410 layer Substances 0.000 abstract 1
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- OFCNXPDARWKPPY-UHFFFAOYSA-N allopurinol Chemical compound OC1=NC=NC2=C1C=NN2 OFCNXPDARWKPPY-UHFFFAOYSA-N 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The invention discloses a brick wall reinforcing structure. The brick wall reinforcing structure is characterized in that rebar hoops are arranged at mortar joints of a brick wall, the rebar hoops in different rows are arranged in a staggered manner, rebars of the rebar hoops penetrate horizontal mortar joints of the brick wall to form a closed hoop, horizontal rebars are arranged on the surface of the brick wall, and after the horizontal rebars are fixed by anchoring ribs, sectional prestressed tensioning is performed on the horizontal rebars, length of sectional prestressed tensioning is equal to a distance between two adjacent rebar hoop in a same row, the horizontal rebars after being tensioned become broken-line rebars, and the broken-line rebars at positions with maximum tensioning length of adjacent rows are welded and fixed by adopting rebar braces, the rebar braces are welded with the anchoring ribs reserved in the brick wall, diameter of the anchoring ribs is 8-10 mm, and the anchoring ribs extend into reserved holes in the brick wall; plastering is performed after prestressed tensioning is completed to form a protecting layer, thickness of a cement mortar surface layer is 25-30 mm, and a rebar net is hung on the outer sides of the broken-line rebars.
Description
Technical field
The present invention relates to one and add fixing structure, in particular to a kind of brick wall reinforcement structure.
Background technology
To be reinforced when brick wall occurs that bearing capacity is inadequate, simple employing steel reinforcing effect is not good, due to after the reinforced steel that adds be difficult to form entirety with original brick wall when carrying, namely original brick wall first plays a role when carrying, play a role after the reinforced steel then added, carrying is even just participated in when original brick wall reaches capacity, reinforce component like this and can be in dangerous state, under bigger bearing capacity, there will be brittle rupture, the reinforced steel added after how making and brick wall cooperative bearing be engineering technical personnel will faced by problem.
Summary of the invention
The present invention is to provide a kind of brick wall reinforcement structure, and solving reinforced steel and brick wall can not the problem of cooperative bearing.
In the present invention, brick wall arranges reinforcing bar cuff at mortar joint position every 2.5��3m, reinforcing bar ferrule diameters adopts 8��10mm, different row's reinforcing bar cuff dislocation is arranged, the reinforcing bar of reinforcing bar cuff forms closed cuff through brick wall horizontal mortar joint, brick wall surface arranges horizontal reinforcing bar, horizontal steel bar vertical spacing is 150��300mm, horizontal bar diameter adopts 8��10mm, carry out adopting segmentation prestressed stretch-draw after horizontal reinforcing bar is fixing by horizontal reinforcing bar anchor rib, segmentation prestressed stretch-draw length cell is the distance with the adjacent reinforcing bar cuff of row, horizontal reinforcing bar becomes broken line reinforcing bar after stretch-draw, the broken line reinforcing bar of adjacent row stretch-draw length maximum adopts reinforcing bar tie rod to be welded and fixed, reinforcing bar tie rod welds with the anchor rib being reserved in brick wall, anchor rib diameter adopts 8��10mm, anchor rib stretches into brick wall pre-opened hole, after prestressed stretch-draw, cement sand plaster is as protective layer, in case reinforcement corrosion and creeping. sand-cement slurry surface thickness adopts 25��30mm, in order to make the reinforcing bar on sand-cement slurry surface layer and brick wall surface form entirety, hangs reinforcing mat outside broken line reinforcing bar, and the bar diameter that reinforcing mat adopts is 6mm, and spacing is 200m.
Construction procedure comprises:
(1) wall body slit is cleared up
If owing to body of wall exists crack, crack can be made when prestressed stretch-draw to produce compression set, cause loss of prestress, not reach the object that off-load is reinforced, therefore wall body slit must be reinforced.
Adopt the water glass mixed serum cementation of fissures, water glass mixed serum is produced as follows: first diluted by water glass with dimethylbenzene, dimethylbenzene and water glass weight ratio are 0.3, again by the water glass slurries after dilution and cement mixing, water glass slurries and the weight ratio of cement after dilution are 0.5, form water glass mixed serum.
First with wire brush, the dust of each for both sides, crack 100mm width concrete surface, scum silica frost are removed clean during operation, then with water glass mixed serum closed fracture. Every 700mm, syringe needle is fixed on wider place, crack, and stays 2mm space not close in the middle of two syringe needles and make venting hole, be socketed syringe needle one by one with high-pressure grouting pump, slurries are pressed in crack, till the venting hole adjacent with syringe needle flows out slurries. Stop 30min after first time grouting and carry out two supplementary irrigations again. Zhang Zuoye is executed through 2d maintenance prestress of being allowed for access.
(2) anchor rib and reinforcing bar cuff are set
Brick wall is drilled with pre-opened hole, the big 2��3mm of pre-opened hole diameter ratio anchor rib, and after boring, the dust in clear opening eye is blown in air-supply, then anchor rib is put into pre-opened hole, filling epoxy resin mortar in space between anchor rib and pre-opened hole.
Reinforcing bar cuff is welded into closed cuff through brick wall horizontal mortar joint.
(3) horizontal reinforcing bar is installed
Horizontal reinforcing bar welds with reinforcing bar cuff.
(4) the prestressed, reinforced stretch-draw of level
Prestressed stretch-draw adopts lever clamping instrument, and the resistance arm of lever clamping instrument and the ratio of power arm are 0.1��0.015.
The stress loss held together and cause repeatedly is pressed from both sides owing to lever clamping instrument can be related in prestressed stretch-draw process, the stress loss that reinforcing bar tie rod welds with anchor rib, the stress loss of Relaxation Of Steel, therefore the prestressed, reinforced employing ultra stretching of level, table 1 is the loss of prestress coefficient situation of different stretch-draw length, according to a large amount of test-results, adopt proof stress ultra stretching 9%.
The loss of prestress coefficient of the different stretch-draw length of table 1
| Stretch-draw length | 2.5m | 2.6m | 2.7m | 2.8m | 2.9m | 3m |
| 1 time | 0.091 | 0.089 | 0.089 | 0.090 | 0.091 | 0.088 |
| 2 times | 0.089 | 0.091 | 0.090 | 0.091 | 0.090 | 0.090 |
| 3 times | 0.088 | 0.090 | 0.092 | 0.090 | 0.089 | 0.089 |
| 4 times | 0.090 | 0.092 | 0.090 | 0.088 | 0.090 | 0.091 |
| 5 times | 0.092 | 0.090 | 0.091 | 0.090 | 0.088 | 0.090 |
| 6 times | 0.091 | 0.088 | 0.088 | 0.092 | 0.090 | 0.092 |
(5) sand-cement slurry surface layer construction
Install reinforcing mat to drawing reinforcing bar, to drawing bar diameter to adopt 10mm, hang brushing sand-cement slurry after rear reinforcing mat, sand-cement slurry surface layer divides and survives for three times, and thickness of every time plastering is 8��10mm. After completing, wet curing must not less than 7 days.
Reinforcing bar cuff of the present invention, reinforcing bar tie rod, anchor rib all can adopt reinforcing bar waste material to process, so cost is lower.
The present invention becomes overall by deformed bar and brick wall, the supporting capacity of the stress level and performance deformed bar that reduce brick wall is played a significantly greater role, so mechanical property is better. Constructing operation of the present invention is convenient, and reliability is strong.
Accompanying drawing explanation
Fig. 1 is brick wall reinforcement structure schematic diagram.
In each accompanying drawing: 1, reinforcing bar cuff, 2, broken line reinforcing bar, 3, reinforcing bar tie rod, 4, anchor rib, 5, brick wall, 6, horizontal reinforcing bar.
Embodiment
In embodiment, brick wall 5 arranges reinforcing bar cuff 1 at mortar joint position every 2.5��3m, reinforcing bar cuff 1 diameter adopts 8��10mm, different row's reinforcing bar cuff 1 misplaces and arranges, the reinforcing bar of reinforcing bar cuff 1 forms closed cuff through brick wall 5 horizontal mortar joint, brick wall 5 surface arranges horizontal reinforcing bar 6, horizontal reinforcing bar 6 erect to spacing be 150��300mm, horizontal reinforcing bar 6 diameter adopts 8��10mm, carry out adopting segmentation prestressed stretch-draw after horizontal reinforcing bar 6 is fixing by anchor rib 4, segmentation prestressed stretch-draw length cell is the distance with the adjacent reinforcing bar cuff 1 of row, horizontal reinforcing bar 6 becomes broken line reinforcing bar 2 after stretch-draw, the broken line reinforcing bar 2 of adjacent row stretch-draw length maximum adopts reinforcing bar tie rod 3 to be welded and fixed, reinforcing bar tie rod 3 welds with the anchor rib 4 being reserved in brick wall 5, anchor rib 4 diameter adopts 8��10mm, anchor rib 4 stretches into brick wall 5 pre-opened hole, after prestressed stretch-draw, cement sand plaster is as protective layer, in case reinforcement corrosion and creeping. sand-cement slurry surface thickness adopts 25��30mm, in order to make the reinforcing bar on sand-cement slurry surface layer and brick wall 5 surface form entirety, hangs reinforcing mat outside broken line reinforcing bar 2, and the bar diameter that reinforcing mat adopts is 6mm, and spacing is 200m.
Construction procedure comprises:
(1) wall body slit is cleared up
Adopt the water glass mixed serum cementation of fissures, water glass mixed serum is produced as follows: first diluted by water glass with dimethylbenzene, dimethylbenzene and water glass weight ratio are 0.3, again by the water glass slurries after dilution and cement mixing, water glass slurries and the weight ratio of cement after dilution are 0.5, form water glass mixed serum.
First with wire brush, the dust of each for both sides, crack 100mm width concrete surface, scum silica frost are removed clean during operation, then with water glass mixed serum closed fracture. Every 700mm, syringe needle is fixed on wider place, crack, and stays 2mm space not close in the middle of two syringe needles and make venting hole, be socketed syringe needle one by one with high-pressure grouting pump, slurries are pressed in crack, till the venting hole adjacent with syringe needle flows out slurries. Stop 30min after first time grouting and carry out two supplementary irrigations again. Zhang Zuoye is executed through 2d maintenance prestress of being allowed for access.
(2) anchor rib 4 and reinforcing bar cuff 1 are set
Brick wall 5 is drilled with pre-opened hole, the big 2��3mm of pre-opened hole diameter ratio anchor rib 4, and after boring, the dust in clear opening eye is blown in air-supply, then anchor rib 4 is put into pre-opened hole, filling epoxy resin mortar in space between anchor rib 4 and pre-opened hole.
Reinforcing bar cuff 1 is welded into closed cuff through brick wall 5 horizontal mortar joint.
(3) horizontal reinforcing bar 6 is installed
Horizontal reinforcing bar 6 welds with reinforcing bar cuff 1.
(4) horizontal reinforcing bar 6 prestressed stretch-draw
Prestressed stretch-draw adopts lever clamping instrument, and the resistance arm of lever clamping instrument and the ratio of power arm are 0.1��0.015.
Horizontal reinforcing bar 6 prestress adopts ultra stretching, adopts proof stress ultra stretching 9%.
(5) sand-cement slurry surface layer construction
Install reinforcing mat to drawing reinforcing bar, to drawing bar diameter to adopt 10mm, hang brushing sand-cement slurry after rear reinforcing mat, sand-cement slurry surface layer divides and survives for three times, and thickness of every time plastering is 8��10mm. After completing, wet curing must not less than 7 days.
Reinforcing bar cuff 1 that embodiment adopts, reinforcing bar tie rod 3, anchor rib 4 adopt reinforcing bar waste material to process.
Claims (8)
1. a brick wall reinforcement structure, it is characterized in that brick wall arranges reinforcing bar cuff at mortar joint position, different row's reinforcing bar cuff dislocation is arranged, the reinforcing bar of reinforcing bar cuff forms closed cuff through brick wall horizontal mortar joint, brick wall surface arranges horizontal reinforcing bar, carry out adopting segmentation prestressed stretch-draw after horizontal reinforcing bar is fixing by anchor rib, segmentation prestressed stretch-draw length cell is the distance with the adjacent reinforcing bar cuff of row, horizontal reinforcing bar becomes broken line reinforcing bar after stretch-draw, the broken line reinforcing bar of adjacent row stretch-draw length maximum adopts reinforcing bar tie rod to be welded and fixed, reinforcing bar tie rod welds with the anchor rib being reserved in brick wall, anchor rib diameter adopts 8��10mm, anchor rib stretches into brick wall pre-opened hole, after prestressed stretch-draw, cement sand plaster is as protective layer, sand-cement slurry surface thickness adopts 25��30mm, reinforcing mat is hung outside broken line reinforcing bar.
2. brick wall reinforcement structure according to claim 1, is characterized in that construction procedure comprises:
(1) wall body slit is cleared up
Adopt the water glass mixed serum cementation of fissures, water glass mixed serum is produced as follows: first diluted by water glass with dimethylbenzene, dimethylbenzene and water glass weight ratio are 0.3, again by the water glass slurries after dilution and cement mixing, water glass slurries and the weight ratio of cement after dilution are 0.5, form water glass mixed serum;
First with wire brush, the dust of each for both sides, crack 100mm width concrete surface, scum silica frost are removed clean during operation, then with water glass mixed serum closed fracture; Every 700mm, syringe needle is fixed on wider place, crack, and stays 2mm space not close in the middle of two syringe needles and make venting hole, be socketed syringe needle one by one with high-pressure grouting pump, slurries are pressed in crack, till the venting hole adjacent with syringe needle flows out slurries; Stop 30min after first time grouting and carry out two supplementary irrigations again; Zhang Zuoye is executed through 2d maintenance prestress of being allowed for access;
(2) anchor rib and reinforcing bar cuff are set
Brick wall is drilled with pre-opened hole, the big 2��3mm of pre-opened hole diameter ratio anchor rib, and after boring, the dust in clear opening eye is blown in air-supply, then anchor rib is put into pre-opened hole, filling epoxy resin mortar in space between anchor rib and pre-opened hole;
Reinforcing bar cuff is welded into closed cuff through brick wall horizontal mortar joint;
(3) horizontal reinforcing bar is installed
Horizontal reinforcing bar welds with reinforcing bar cuff;
(4) the prestressed, reinforced stretch-draw of level
Prestressed stretch-draw adopts lever clamping instrument, and the resistance arm of lever clamping instrument and the ratio of power arm are 0.1��0.015;
(5) sand-cement slurry surface layer construction
Install reinforcing mat to drawing reinforcing bar, to drawing bar diameter to adopt 10mm, hang brushing sand-cement slurry after rear reinforcing mat, after completing, wet curing must not less than 7 days.
3. brick wall reinforcement structure according to claim 1, is characterized in that brick wall arranges reinforcing bar cuff at mortar joint position every 2.5��3m, and reinforcing bar ferrule diameters adopts 8��10mm.
4. brick wall reinforcement structure according to claim 4, is characterized in that horizontal steel bar vertical spacing is 150��300mm, and horizontal bar diameter adopts 8��10mm.
5. brick wall reinforcement structure according to claim 1, is characterized in that the bar diameter that reinforcing mat adopts is 6mm, and spacing is 200m.
6. brick wall reinforcement structure according to claim 1, is characterized in that the prestressed, reinforced employing ultra stretching of level, adopts proof stress ultra stretching 9%.
7. brick wall reinforcement structure according to claim 4, is characterized in that sand-cement slurry surface layer divides and survives for three times, thickness of every time plastering is 8��10mm.
8. brick wall reinforcement structure according to claim 4, is characterized in that reinforcing bar cuff, reinforcing bar tie rod, anchor rib adopt reinforcing bar waste material to process.
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610127817.4A CN105625742B (en) | 2016-02-17 | 2016-02-17 | Brick wall reinforcement structure |
| CN201710558577.8A CN107165436B (en) | 2016-02-17 | 2016-02-17 | Brick wall reinforcing structure |
| CN201710555531.0A CN107386676B (en) | 2016-02-17 | 2016-02-17 | Brick wall reinforced construction method |
| CN201710555532.5A CN107227860B (en) | 2016-02-17 | 2016-02-17 | Brick wall prestressed reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610127817.4A CN105625742B (en) | 2016-02-17 | 2016-02-17 | Brick wall reinforcement structure |
Related Child Applications (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710558577.8A Division CN107165436B (en) | 2016-02-17 | 2016-02-17 | Brick wall reinforcing structure |
| CN201710555531.0A Division CN107386676B (en) | 2016-02-17 | 2016-02-17 | Brick wall reinforced construction method |
| CN201710555532.5A Division CN107227860B (en) | 2016-02-17 | 2016-02-17 | Brick wall prestressed reinforcement structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105625742A true CN105625742A (en) | 2016-06-01 |
| CN105625742B CN105625742B (en) | 2017-12-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610127817.4A Expired - Fee Related CN105625742B (en) | 2016-02-17 | 2016-02-17 | Brick wall reinforcement structure |
| CN201710555532.5A Active CN107227860B (en) | 2016-02-17 | 2016-02-17 | Brick wall prestressed reinforcement structure |
| CN201710558577.8A Active CN107165436B (en) | 2016-02-17 | 2016-02-17 | Brick wall reinforcing structure |
| CN201710555531.0A Active CN107386676B (en) | 2016-02-17 | 2016-02-17 | Brick wall reinforced construction method |
Family Applications After (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710555532.5A Active CN107227860B (en) | 2016-02-17 | 2016-02-17 | Brick wall prestressed reinforcement structure |
| CN201710558577.8A Active CN107165436B (en) | 2016-02-17 | 2016-02-17 | Brick wall reinforcing structure |
| CN201710555531.0A Active CN107386676B (en) | 2016-02-17 | 2016-02-17 | Brick wall reinforced construction method |
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| CN (4) | CN105625742B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108505553A (en) * | 2017-01-21 | 2018-09-07 | 叶长青 | The method for correcting error of strip footing brick-concrete building |
| CN108560949A (en) * | 2018-06-28 | 2018-09-21 | 中冶建工集团有限公司 | Adobe wall alien invasion ruggedized construction and adobe wall alien invasion reinforcement means |
| JP2018178646A (en) * | 2017-04-20 | 2018-11-15 | 清水建設株式会社 | Reinforcement structure and reinforcement method of masonry structure |
| CN113417222A (en) * | 2021-08-02 | 2021-09-21 | 杨伟涛 | Road and bridge crack processing apparatus |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049461B (en) * | 2020-07-27 | 2022-05-17 | 成龙建设集团有限公司 | Reinforcing method for ancient building brick wall |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010281033A (en) * | 2009-06-02 | 2010-12-16 | Takenaka Komuten Co Ltd | Construction method for reinforcing masonry wall, and 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 |
| CN202925925U (en) * | 2012-11-04 | 2013-05-08 | 西安建筑科技大学 | Reinforcing device for brick masonry wall |
| CN103835521A (en) * | 2012-11-20 | 2014-06-04 | 贵阳铝镁设计研究院有限公司 | Brick wall reinforcing method and structure |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100654781B1 (en) * | 2006-02-20 | 2006-12-08 | 이완섭 | Bricks wall reinforcing method |
| JP2010242393A (en) * | 2009-04-07 | 2010-10-28 | Shimizu Corp | Seismic strengthening structure |
| RU2431727C1 (en) * | 2010-02-01 | 2011-10-20 | Федеральное государственное учреждение высшего профессионального образования "Орловский государственный аграрный университет" (ФГОУ ВПО ОрелГАУ) | Method to strengthen bent monolithic reinforced concrete structures and device for its realisation |
| CN201943212U (en) * | 2010-12-22 | 2011-08-24 | 上海维固工程实业有限公司 | Brick wall reinforcement structure |
| CN202431015U (en) * | 2011-12-20 | 2012-09-12 | 陕西省建筑科学研究院 | Masonry wall reinforcing device for building |
| DE102012109950A1 (en) * | 2012-10-18 | 2014-05-08 | Hering Bau Gmbh & Co. Kg | Composite system for reinforcing components |
| CN103352581B (en) * | 2013-07-09 | 2015-12-09 | 北京筑福国际工程技术有限责任公司 | Adopt the method for inner prestressed reinforcement bolt anchorage sintered clay brick masonry structure |
| CN103912133B (en) * | 2014-03-19 | 2016-01-13 | 华北水利水电大学 | Vierendeel girder transverse stretching pre-stressed carbon fiber sheet material reinforcement means |
| CN203905526U (en) * | 2014-05-06 | 2014-10-29 | 北京筑福建筑事务有限责任公司 | Building body mortar joint reinforcing structure |
| CN104405139B (en) * | 2014-12-03 | 2017-01-11 | 西南科技大学 | Strengthening method for stone wall body |
| CN204703545U (en) * | 2015-05-05 | 2015-10-14 | 北京中建建筑设计院有限公司 | A kind of reinforcing mixing board wall for brick is taken root structure |
-
2016
- 2016-02-17 CN CN201610127817.4A patent/CN105625742B/en not_active Expired - Fee Related
- 2016-02-17 CN CN201710555532.5A patent/CN107227860B/en active Active
- 2016-02-17 CN CN201710558577.8A patent/CN107165436B/en active Active
- 2016-02-17 CN CN201710555531.0A patent/CN107386676B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010281033A (en) * | 2009-06-02 | 2010-12-16 | Takenaka Komuten Co Ltd | Construction method for reinforcing masonry wall, and 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 |
| CN202925925U (en) * | 2012-11-04 | 2013-05-08 | 西安建筑科技大学 | Reinforcing device for brick masonry wall |
| CN103835521A (en) * | 2012-11-20 | 2014-06-04 | 贵阳铝镁设计研究院有限公司 | Brick wall reinforcing method and structure |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108505553A (en) * | 2017-01-21 | 2018-09-07 | 叶长青 | The method for correcting error of strip footing brick-concrete building |
| CN108532655A (en) * | 2017-01-21 | 2018-09-14 | 叶长青 | The deviation rectification construction method of brick-concrete building |
| JP2018178646A (en) * | 2017-04-20 | 2018-11-15 | 清水建設株式会社 | Reinforcement structure and reinforcement method of masonry structure |
| CN108560949A (en) * | 2018-06-28 | 2018-09-21 | 中冶建工集团有限公司 | Adobe wall alien invasion ruggedized construction and adobe wall alien invasion reinforcement means |
| CN108560949B (en) * | 2018-06-28 | 2024-06-04 | 中冶建工集团有限公司 | Outer vertical face reinforcing structure and outer vertical face reinforcing method for adobe wall |
| CN113417222A (en) * | 2021-08-02 | 2021-09-21 | 杨伟涛 | Road and bridge crack processing apparatus |
| CN113417222B (en) * | 2021-08-02 | 2022-07-29 | 杨伟涛 | Road and bridge crack processing apparatus |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105625742B (en) | 2017-12-15 |
| CN107386676A (en) | 2017-11-24 |
| CN107386676B (en) | 2019-03-08 |
| CN107165436B (en) | 2020-01-07 |
| CN107165436A (en) | 2017-09-15 |
| CN107227860B (en) | 2019-06-11 |
| CN107227860A (en) | 2017-10-03 |
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