CN105275222A - Immature soil coil-filling type traditional folk house wall reinforcing structure and reinforcing method - Google Patents
Immature soil coil-filling type traditional folk house wall reinforcing structure and reinforcing method Download PDFInfo
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- CN105275222A CN105275222A CN201510822904.7A CN201510822904A CN105275222A CN 105275222 A CN105275222 A CN 105275222A CN 201510822904 A CN201510822904 A CN 201510822904A CN 105275222 A CN105275222 A CN 105275222A
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Abstract
The invention discloses an immature soil coil-filling type traditional folk house wall reinforcing structure and a reinforcing method. The structure comprises fixation steel plates, transverse steel ribs and vertical steel ribs, every two fixation steel plates form a group and are respectively arranged at brick columns at the two sides of a wall, and each group of fixation steel plates are disposed at the same horizontal position; the groups of fixation steel plates are bound and fixed together through two transverse steel ribs, and the two transverse steel ribs are respectively disposed at the inner wall surface and the outer wall surface of the wall; and the inner wall surface and the outer wall surface of the wall are also respectively provided with the vertical steel ribs, and the vertical steel ribs and the transverse steel ribs are vertical to each other and are respectively welded and fixed to all the transverse steel ribs from bottom to top. According to the reinforcing structure and the method, effective connection can be increased between a loam wall and the brick columns, the wall and the brick columns form effective binding, and expansion of cracks between immature soil and the brick columns can be effectively inhibited, the anti-shear performance of an immature soil core-filling wall is improved, and the integrity and the stability of the immature soil and the brick columns can be enhanced.
Description
Technical field
The present invention relates to building reinforcement technique field, be specifically related to a kind of immature soil and fill out core pattern traditional residence wall reinforcement structure and reinforcement means.
Background technology
China is with a long history, and the traditional residence epoch are remote, but has a lot still in use so far.The immature soil is filled out core pattern traditional residence and is referred to that body of wall bight is made up of brick post, bottom tamps the structure of filling by boulder masonry, centre by the immature soil.In this structure, brick post supports roof truss, purlin is shelved by gable, brick post and rammed earth wall shared roof system weight.But rammed earth wall is self-supporting body of wall, calculated height is large, and stability is not enough, and roof truss distortion produces transverse horizontal power to body of wall, causes between brick post and body of wall and produces crack.
Based on the consideration of Historical Buildings succession, protection and residential security etc., there are this type of a large amount of local-style dwelling houses or Historical Buildings in China various places in the urgent need to there being the reinforcing technique more protection that safety is safe.
Summary of the invention
The technical problem to be solved in the present invention is to provide one and is applicable to the immature soil and fills out core pattern traditional residence wall reinforcement structure and reinforcement means, effectively can suppress the increase of wall column junction crack width, improves traditional residence globality and stability.
For solving the problems of the technologies described above, the present invention adopts following technical scheme:
Design a kind of immature soil and fill out core pattern traditional residence wall reinforcement structure, comprise fixation steel plate, transverse reinforcement and vertical reinforcement, described fixation steel plate one group between two, be respectively used to be arranged on the brick post of body of wall both sides, often organize fixation steel plate and be positioned at same level position, a body of wall is provided with at least one group of fixation steel plate; Often organize between fixation steel plate, fixed by two transverse reinforcement drawknots, two transverse reinforcements lay respectively on the inside and outside metope of body of wall; The inside and outside metope of body of wall is also respectively equipped with vertical reinforcement, described vertical reinforcement with described transverse reinforcement is perpendicular be welded and fixed together with.
Preferably, be respectively equipped with bolt hole at the two ends of described fixation steel plate, be welded with shank of bolt respectively at the two ends of described transverse reinforcement, described transverse reinforcement is fastened together by the fixation steel plate of described shank of bolt and both sides.
Preferably, the brick post of body of wall both sides is respectively equipped with the steel plate groove matched with described fixation steel plate thickness, and described fixation steel plate installation by adhering is in described steel plate groove; The inside and outside metope of described body of wall is respectively equipped with the reinforcing bar groove matched with described transverse reinforcement and vertical reinforcement, and described transverse reinforcement and vertical reinforcement installation by adhering are in described reinforcing bar groove.
Preferably, at the crossover location of described transverse reinforcement and vertical reinforcement, described vertical reinforcement disconnects, and welds together at grade with described transverse reinforcement; Be two-sided welding at the welding junction place of described transverse reinforcement and vertical reinforcement, four angles are welded with four perpendicular type reinforcing bars respectively.
Preferably, also comprise the gauze wire cloth be arranged at respectively on the inside and outside metope of body of wall, the rammed earth part of body of wall both sides covers by described gauze wire cloth.
Preferably, rust preventive coating is coated with respectively on the surface of described fixation steel plate, transverse reinforcement and vertical reinforcement.
Present invention also offers a kind of use the above-mentioned immature soil to fill out method that core pattern traditional residence wall reinforcement structure carries out wall reinforcement, comprise the following steps:
(1) outside the brick post of body of wall both sides, at least one group of steel plate groove is offered respectively; Corresponding position on the inside and outside metope of body of wall offers horizontal and vertical reinforcing bar groove respectively;
(2) shank of bolt with diameter is respectively welded at the two ends of described transverse reinforcement, then described transverse reinforcement correspondence is arranged in reinforcing bar groove, offer bolt hole respectively at the two ends of described fixation steel plate, then described fixation steel plate correspondence is arranged in steel plate groove; The shank of bolt of described transverse reinforcement penetrates described bolt hole, uses nuts to tighten, and will often organize transverse reinforcement and fixation steel plate is fastening is installed together;
(3) at the crossover location place of described transverse reinforcement and vertical reinforcement, vertical reinforcement is disconnected, makes transverse reinforcement and vertical reinforcement in same plane, then by transverse reinforcement together with vertical reinforced-bar-welding;
(4) after described fixation steel plate, transverse reinforcement and vertical reinforcement install, the inside and outside metope of body of wall hangs gauze wire cloth respectively, the rammed earth part on body of wall is covered by described gauze wire cloth.
Preferably, also comprise step (5), after described gauze wire cloth installs, the wall face of body of wall carries out coating with the sliding straw ash of 37 lime earth; The inner wall surface of body of wall is used expanded perlite coating, then uses emulsion paint coating.
Preferably, in described step (2), re-use after first rustproof paint being coated on the surface of described fixation steel plate, transverse reinforcement and vertical reinforcement.
Preferably, in described step (3), the welding junction place of described transverse reinforcement and vertical reinforcement is two-sided welding, and four angles are welded with four perpendicular type reinforcing bars respectively.
Beneficial effect of the present invention is:
1. the problem easily producing crack between the brick post of core pattern body of wall and body of wall is filled out for the immature soil, ruggedized construction of the present invention increases effectively connection between rammed earth wall and brick post, body of wall and brick post is made to form effective drawknot, thus effectively suppress the expansion in crack between the immature soil and brick post, and then play the effect that the raising immature soil fills out core pattern wall shear resistant, the globality of the immature soil and brick post, stability can be improved.
2. external prestressing is applied in ruggedized construction by the present invention, the process of the bolt tightening between transverse reinforcement and fixation steel plate is exactly the process of Shi Hanzhang, can carry out arranging and adjusting according to the concrete condition of body of wall for prestressed size, applying position and applying order, make this ruggedized construction compliance stronger; Reinforcement material used is steel, there is not the problem occurring that because material stiffness is different wherein a kind of material first lost efficacy; Can avoid getting rusty after the further brushing rustproof paint of reinforcement material, be applicable to Long-Time Service.
3. the reinforcement means that the immature soil of the present invention fills out core pattern traditional residence body of wall adopts field-installed Scheme of Strengthening to connect brick post, rammed earth wall and reinforces; effective connection can be formed between brick post and rammed earth wall; suppress the increase of crack width therebetween; it is a kind of permanent reinforcement means; have simple to operate, application is convenient, without the need to heavy mechanical equipment; practical, to traditional residence body and outward appearance without advantages such as damages, fill out the globality of core traditional residence gable and stability protection has a wide range of applications to strengthening the immature soil.
Accompanying drawing explanation
Fig. 1 is the structural representation that the immature soil of the present invention fills out core pattern traditional residence wall reinforcement structure;
Fig. 2 is the elevation that the ruggedized construction in Fig. 1 is applied on body of wall;
Fig. 3 is the lateral view that the ruggedized construction in Fig. 1 is applied on body of wall;
Fig. 4 is the welded construction schematic diagram of transverse reinforcement and vertical reinforcement;
Wherein 1 is fixation steel plate; 2 is transverse reinforcement; 3 is vertical reinforcement; 4 is gauze wire cloth; 5 is perpendicular type reinforcing bar; 6 is brick post; 7 is body of wall; 8 is weld seam.
Detailed description of the invention
Below in conjunction with drawings and Examples, the specific embodiment of the present invention is described, but following examples are only used to describe the present invention in detail, and limit the scope of the invention never in any form.
Embodiment 1: a kind of immature soil fills out core pattern traditional residence wall reinforcement structure, its structure is see Fig. 1-Fig. 4, comprise fixation steel plate 1, transverse reinforcement 2, vertical reinforcement 3 and gauze wire cloth 4, fixation steel plate one group between two, outside the brick post 6 being arranged at body of wall 7 both sides respectively, often organize fixation steel plate and be positioned at same level position, a body of wall is provided with three groups of fixation steel plates from top to bottom.Often organize between fixation steel plate, fixed by two transverse reinforcement drawknots, two transverse reinforcements lay respectively on the inside and outside metope of body of wall.The mounting means often organizing fixation steel plate and transverse reinforcement is: the two ends of fixation steel plate 1 are respectively equipped with bolt hole, shank of bolt is welded with respectively at the two ends of transverse reinforcement 2, described transverse reinforcement 2 is fastened together, see Fig. 1 by the fixation steel plate of described shank of bolt and both sides.
The inside and outside metope of body of wall 7 is also respectively equipped with vertical reinforcement 3, and vertical reinforcement 3 is perpendicular with the middle part of transverse reinforcement 2, together with being welded and fixed with all transverse reinforcements from the bottom to top respectively.Welding manner between transverse reinforcement 2 and vertical reinforcement 3 is: at the crossover location of transverse reinforcement 2 and vertical reinforcement 3, vertical reinforcement 3 disconnects, and makes vertical reinforcement 3 and transverse reinforcement 2 keep at grade, then welding together; Be two-sided welding at the welding junction place of transverse reinforcement and vertical reinforcement, four angles are welded with four perpendicular type reinforcing bars 5 respectively.
Fixation steel plate 1 and transverse reinforcement 2, the mounting means of vertical reinforcement 3 on body of wall are: on the lateral surface of the brick post 6 of body of wall 7 both sides, be respectively equipped with the steel plate groove matched with fixation steel plate 1 thickness, fixation steel plate 1 installation by adhering is in 1 steel plate groove; The inside and outside metope of body of wall 7 is respectively equipped with the reinforcing bar groove matched with transverse reinforcement 2 and vertical reinforcement 3, transverse reinforcement 2 and vertical reinforcement 3 installation by adhering in reinforcing bar groove, see Fig. 2.
Gauze wire cloth 4 is arranged on the inside and outside metope of body of wall 7, the rammed earth part of body of wall 7 both sides is covered.Rust preventive coating is coated with respectively on the surface of fixation steel plate 1, transverse reinforcement 2 and vertical reinforcement 3.
Method that core pattern traditional residence wall reinforcement structure carries out wall reinforcement comprises the following steps: to use the immature soil in embodiment 1 to fill out
(1) on the lateral surface of the brick post 6 of body of wall 7 both sides, offer three groups of steel plate grooves respectively, often organize steel plate groove and be positioned in same level; That the inside and outside metope of body of wall 7 offers respective amount respectively, horizontal and vertical reinforcing bar groove.
(2) first rustproof paint is coated on the surface of described fixation steel plate, transverse reinforcement and vertical reinforcement, dry rear for subsequent use; Respectively weld a shank of bolt with diameter at the two ends of transverse reinforcement 2, then transverse reinforcement correspondence is arranged in reinforcing bar groove, offers bolt hole respectively at the two ends of fixation steel plate 1, then fixation steel plate 1 correspondence is arranged in the steel plate groove on brick post 6; The shank of bolt at transverse reinforcement 2 two ends is penetrated described bolt hole, uses nuts to tighten, adopt in this way, will often organize transverse reinforcement and fixation steel plate is fastening is installed together.
(3) at the crossover location place of transverse reinforcement 2 and vertical reinforcement 3, vertical reinforcement 3 is disconnected, makes transverse reinforcement 2 and vertical reinforcement 3 in same perpendicular, then transverse reinforcement 2 and vertical reinforcement 3 are welded together; The welding junction place of transverse reinforcement 2 and vertical reinforcement 3 is two-sided welding, four angles are welded with four perpendicular type reinforcing bars 5 respectively, between the angle of transverse direction, vertical reinforcement, weld seam 8 is formed at perpendicular type reinforcing bar 5, perpendicular type reinforcing bar 5 can strengthen the bonding strength of interface, and such welding manner makes the connection between transverse reinforcement and vertical reinforcement more firm, stable.
(4) after fixation steel plate 1, transverse reinforcement 2 and vertical reinforcement 3 install, the inside and outside metope of body of wall 7 hangs gauze wire cloth 4 respectively, the rammed earth part on body of wall 7 is covered by gauze wire cloth 4.
(5), after gauze wire cloth installs, the wall face of body of wall 7 carries out coating with the sliding straw ash of 37 lime earth; The inner wall surface of body of wall 7 is used expanded perlite coating, then uses emulsion paint coating, this ruggedized construction is covered by the coating like this, namely strengthens body of wall, can't see again the vestige of reinforcing from outside, serves stealthy effect of reinforcing, does not affect the attractive in appearance of body of wall.
Material involved in the embodiment above and mode of operation if no special instructions, are conventional material and mode of operation.
In conjunction with the accompanying drawings and embodiments the present invention is described in detail above, but, person of ordinary skill in the field can understand, under the prerequisite not departing from present inventive concept, each design parameter in above-described embodiment can also be changed, form multiple specific embodiment, be common excursion of the present invention, describe in detail no longer one by one at this.
Claims (10)
1. the immature soil fills out a core pattern traditional residence wall reinforcement structure, it is characterized in that, comprises fixation steel plate, transverse reinforcement and vertical reinforcement,
Described fixation steel plate one group between two, is respectively used to be arranged on the brick post of body of wall both sides, often organizes fixation steel plate and is positioned at same level position;
Often organize between fixation steel plate and fixed by two transverse reinforcement drawknots, two transverse reinforcements lay respectively on the inside and outside metope of body of wall;
The inside and outside metope of body of wall is also respectively equipped with vertical reinforcement, described vertical reinforcement with described transverse reinforcement is perpendicular be welded and fixed together with.
2. the immature soil according to claim 1 fills out core pattern traditional residence wall reinforcement structure, it is characterized in that, bolt hole is respectively equipped with at the two ends of described fixation steel plate, be welded with shank of bolt respectively at the two ends of described transverse reinforcement, described transverse reinforcement is fastened together by the fixation steel plate of described shank of bolt and both sides.
3. the immature soil according to claim 1 fills out core pattern traditional residence wall reinforcement structure, it is characterized in that, the brick post of body of wall both sides is respectively equipped with the steel plate groove matched with described fixation steel plate thickness, and described fixation steel plate installation by adhering is in described steel plate groove; The inside and outside metope of described body of wall is respectively equipped with the reinforcing bar groove matched with described transverse reinforcement and vertical reinforcement, and described transverse reinforcement and vertical reinforcement installation by adhering are in described reinforcing bar groove.
4. the immature soil according to claim 1 fills out core pattern traditional residence wall reinforcement structure, it is characterized in that, at the crossover location of described transverse reinforcement and vertical reinforcement, described vertical reinforcement disconnects, and welds together at grade with described transverse reinforcement; Be two-sided welding at the welding junction place of described transverse reinforcement and vertical reinforcement, four angles are welded with four perpendicular type reinforcing bars respectively.
5. the immature soil according to claim 1 fills out core pattern traditional residence wall reinforcement structure, it is characterized in that, also comprises the gauze wire cloth be arranged at respectively on the inside and outside metope of body of wall, and the rammed earth part of body of wall both sides covers by described gauze wire cloth.
6. the immature soil according to claim 1 fills out core pattern traditional residence wall reinforcement structure, it is characterized in that, is coated with rust preventive coating respectively on the surface of described fixation steel plate, transverse reinforcement and vertical reinforcement.
7. use the immature soil described in claim 1 a to fill out method that core pattern traditional residence wall reinforcement structure carries out wall reinforcement, is characterized in that, comprise the following steps:
(1) outside the brick post of body of wall both sides, at least one group of steel plate groove is offered respectively; Corresponding position on the inside and outside metope of body of wall offers horizontal and vertical reinforcing bar groove respectively;
(2) shank of bolt with diameter is respectively welded at the two ends of described transverse reinforcement, then described transverse reinforcement correspondence is arranged in reinforcing bar groove, offer bolt hole respectively at the two ends of described fixation steel plate, then described fixation steel plate correspondence is arranged in steel plate groove; The shank of bolt of described transverse reinforcement penetrates described bolt hole, uses nuts to tighten, and will often organize transverse reinforcement and fixation steel plate is fastening is installed together;
(3) at the crossover location place of described transverse reinforcement and vertical reinforcement, vertical reinforcement is disconnected, makes transverse reinforcement and vertical reinforcement in same plane, then by transverse reinforcement together with vertical reinforced-bar-welding;
(4) after described fixation steel plate, transverse reinforcement and vertical reinforcement install, the inside and outside metope of body of wall hangs gauze wire cloth respectively, the rammed earth part on body of wall is covered by described gauze wire cloth.
8. the immature soil according to claim 7 fills out core pattern traditional residence wall reinforcement method, it is characterized in that, also comprises step (5), after described gauze wire cloth installs, the wall face of body of wall carries out coating with the sliding straw ash of 37 lime earth; The inner wall surface of body of wall is used expanded perlite coating, then uses emulsion paint coating.
9. the immature soil according to claim 7 fills out core pattern traditional residence wall reinforcement method, it is characterized in that, in described step (2), re-uses after first rustproof paint being coated on the surface of described fixation steel plate, transverse reinforcement and vertical reinforcement.
10. the immature soil according to claim 7 fills out core pattern traditional residence wall reinforcement method, it is characterized in that, in described step (3), the welding junction place of described transverse reinforcement and vertical reinforcement is two-sided welding, and four angles are welded with four perpendicular type reinforcing bars respectively.
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| CN201510822904.7A CN105275222B (en) | 2015-11-24 | 2015-11-24 | The raw-soil fills out core pattern traditional residence wall reinforcement structure and reinforcement means |
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| CN201510822904.7A CN105275222B (en) | 2015-11-24 | 2015-11-24 | The raw-soil fills out core pattern traditional residence wall reinforcement structure and reinforcement means |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105822023A (en) * | 2016-05-09 | 2016-08-03 | 天津城建大学 | Prefabricated shear-resistant connecting part for rammed-earth wall, molding method of prefabricated shear-resistant connecting part and rammed-earth wall |
| CN106703434A (en) * | 2016-12-30 | 2017-05-24 | 西安五和土木工程新材料有限公司 | Adobe wall reinforcing device |
| CN107254925A (en) * | 2017-07-21 | 2017-10-17 | 天津城建大学 | Vertical prestressing loam wall and its construction method |
| CN108049524A (en) * | 2017-12-06 | 2018-05-18 | 南京沃匠工程技术有限公司 | Wall reinforcement structure |
| CN108824673A (en) * | 2018-07-26 | 2018-11-16 | 榆林学院 | A kind of green cob brick wall with porous brick |
| CN109281488A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of tradition earth kiln local-style dwelling houses wall reinforcement system and its construction technology |
| CN109281489A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of earth kiln local-style dwelling houses wall prestressed reinforcement structure |
| WO2023035804A1 (en) * | 2021-09-10 | 2023-03-16 | 上海建为历保科技股份有限公司 | Reinforcement apparatus for wok ear rammed earth wall correction |
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| CN109281490B (en) * | 2018-09-27 | 2020-08-28 | 王维玉 | Unbonded prestressed integral reinforcing system for traditional soil kiln resident houses and construction process thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007113342A (en) * | 2005-10-24 | 2007-05-10 | Chiken Kogyo:Kk | Method of reinforcing foundation |
| CN101343951A (en) * | 2008-08-18 | 2009-01-14 | 昆明理工大学 | Fibre steel wire mesh reinforcement technique for earth wall of existing raw soil building |
| CN201254768Y (en) * | 2008-08-18 | 2009-06-10 | 昆明理工大学 | Net bamboo reinforcement rammed earth wall |
| JP5166837B2 (en) * | 2007-11-27 | 2013-03-21 | 大成建設株式会社 | Method for reinforcing wall structure and reinforcing structure |
| CN103352581A (en) * | 2013-07-09 | 2013-10-16 | 北京筑福国际工程技术有限责任公司 | Method for strengthening sintering clay brick masonry structure through internal prestressed steel anchor rods |
| CN204571343U (en) * | 2015-03-31 | 2015-08-19 | 华南理工大学建筑设计研究院 | The device that a kind of masonry structure building is shockproof |
| CN104947948A (en) * | 2015-07-08 | 2015-09-30 | 长安大学 | Rammed earth wall reinforcing method |
| CN205134981U (en) * | 2015-11-24 | 2016-04-06 | 郑州大学 | Core pattern tradition local -style dwelling houses wall body reinforced structure is filled out to immature soil |
-
2015
- 2015-11-24 CN CN201510822904.7A patent/CN105275222B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007113342A (en) * | 2005-10-24 | 2007-05-10 | Chiken Kogyo:Kk | Method of reinforcing foundation |
| JP5166837B2 (en) * | 2007-11-27 | 2013-03-21 | 大成建設株式会社 | Method for reinforcing wall structure and reinforcing structure |
| CN101343951A (en) * | 2008-08-18 | 2009-01-14 | 昆明理工大学 | Fibre steel wire mesh reinforcement technique for earth wall of existing raw soil building |
| CN201254768Y (en) * | 2008-08-18 | 2009-06-10 | 昆明理工大学 | Net bamboo reinforcement rammed earth wall |
| CN103352581A (en) * | 2013-07-09 | 2013-10-16 | 北京筑福国际工程技术有限责任公司 | Method for strengthening sintering clay brick masonry structure through internal prestressed steel anchor rods |
| CN204571343U (en) * | 2015-03-31 | 2015-08-19 | 华南理工大学建筑设计研究院 | The device that a kind of masonry structure building is shockproof |
| CN104947948A (en) * | 2015-07-08 | 2015-09-30 | 长安大学 | Rammed earth wall reinforcing method |
| CN205134981U (en) * | 2015-11-24 | 2016-04-06 | 郑州大学 | Core pattern tradition local -style dwelling houses wall body reinforced structure is filled out to immature soil |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105822023A (en) * | 2016-05-09 | 2016-08-03 | 天津城建大学 | Prefabricated shear-resistant connecting part for rammed-earth wall, molding method of prefabricated shear-resistant connecting part and rammed-earth wall |
| CN106703434A (en) * | 2016-12-30 | 2017-05-24 | 西安五和土木工程新材料有限公司 | Adobe wall reinforcing device |
| CN107254925A (en) * | 2017-07-21 | 2017-10-17 | 天津城建大学 | Vertical prestressing loam wall and its construction method |
| CN108049524A (en) * | 2017-12-06 | 2018-05-18 | 南京沃匠工程技术有限公司 | Wall reinforcement structure |
| CN108049524B (en) * | 2017-12-06 | 2019-09-24 | 南京沃匠工程技术有限公司 | Wall reinforcement structure |
| CN108824673A (en) * | 2018-07-26 | 2018-11-16 | 榆林学院 | A kind of green cob brick wall with porous brick |
| CN109281488A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of tradition earth kiln local-style dwelling houses wall reinforcement system and its construction technology |
| CN109281489A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of earth kiln local-style dwelling houses wall prestressed reinforcement structure |
| CN109281488B (en) * | 2018-09-27 | 2020-07-28 | 王维玉 | Traditional soil kiln resident house wall reinforcing system and construction process thereof |
| WO2023035804A1 (en) * | 2021-09-10 | 2023-03-16 | 上海建为历保科技股份有限公司 | Reinforcement apparatus for wok ear rammed earth wall correction |
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