CN105275222B - The raw-soil fills out core pattern traditional residence wall reinforcement structure and reinforcement means - Google Patents
The raw-soil fills out core pattern traditional residence wall reinforcement structure and reinforcement means Download PDFInfo
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- CN105275222B CN105275222B CN201510822904.7A CN201510822904A CN105275222B CN 105275222 B CN105275222 B CN 105275222B CN 201510822904 A CN201510822904 A CN 201510822904A CN 105275222 B CN105275222 B CN 105275222B
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Abstract
Core pattern traditional residence wall reinforcement structure and reinforcement means are filled out the invention discloses a kind of raw-soil, the structure includes fixation steel plate, transverse steel and vertical reinforcement, one group two-by-two of fixation steel plate, is respectively arranged on the brick post of wall both sides, and every group of fixation steel plate is located at same level position；Between every group of fixation steel plate, fixed by two transverse steel drawknots, two transverse steels are located on the inside and outside metope of wall respectively；Vertical reinforcement is further respectively had on the inside and outside metope of wall, vertical reinforcement is perpendicular with transverse steel, be welded and fixed together with all transverse steels from the bottom to top respectively.Ruggedized construction of the invention and method can increase effectively connection between loam wall and brick post, wall is set to form effective drawknot with brick post, so as to effectively suppress the extension in crack between the raw-soil and brick post, and then play a part of to improve the raw-soil and fill out core pattern wall shear resistant, it is possible to increase globality, the stability of the raw-soil and brick post.
Description
Technical field
The present invention relates to building reinforcement technique field, and in particular to a kind of raw-soil fills out core pattern traditional residence wall reinforcement knot
Structure and reinforcement means.
Background technology
China is with a long history, and the traditional residence epoch are remote, but has much still using so far.The raw-soil fills out core pattern traditional residence
Refer to that wall corner is made up of brick post, the structure filled is tamped in bottom by boulder masonry, centre by the raw-soil.In this structure, brick
Post supports roof truss, and purlin, brick post and loam wall shared roof system weight are shelved on gable.But loam wall is self-supporting wall,
Computed altitude is big, and stability is not enough, and roof truss deformation produces transverse horizontal force to wall, causes and produced between brick post and wall
Crack.
Based on the consideration of Historical Buildings succession, protection and residential security etc., there is substantial amounts of such local-style dwelling houses China various regions
Or Historical Buildings are in the urgent need to the reinforcement technique reinforcement protection for having safety safe.
The content of the invention
The technical problem to be solved in the present invention is to provide one kind and fills out core pattern traditional residence wall reinforcement structure suitable for the raw-soil
And reinforcement means, can effectively suppress the increase of wall column junction fracture width, improve traditional residence globality and stability.
In order to solve the above technical problems, the present invention is adopted the following technical scheme that：
Design a kind of raw-soil and fill out core pattern traditional residence wall reinforcement structure, including fixation steel plate, transverse steel and vertical steel
Muscle, one group two-by-two of the fixation steel plate, is respectively used to be arranged on the brick post of wall both sides, and every group of fixation steel plate is located at same water
Prosposition is put, and at least one set of fixation steel plate is provided with a wall；Between every group of fixation steel plate, by two transverse steel drawknots
Fixed, two transverse steels are located on the inside and outside metope of wall respectively；Further respectively had on the inside and outside metope of wall vertical
Reinforcing bar, the vertical reinforcement is perpendicular with the transverse steel to be welded and fixed together.
Preferably, bolt hole is respectively arranged at two ends with the fixation steel plate, is welded respectively at the two ends of the transverse steel
Shank of bolt is connected to, the transverse steel is fastened together by the shank of bolt with the fixation steel plate of both sides.
Preferably, the steel plate groove matched with the fixation steel plate thickness is respectively equipped with the brick post of wall both sides,
The fixation steel plate installation by adhering is in the steel plate groove；Be respectively equipped with the inside and outside metope of the wall with it is described
The reinforcing bar groove that transverse steel and vertical reinforcement match, the transverse steel and vertical reinforcement installation by adhering are in the reinforcing bar
In groove.
Preferably, in the transverse steel and the crossover location of vertical reinforcement, the vertical reinforcement disconnects, with the transverse direction
Reinforcing bar welds together at grade；It is two-sided welding, four at the welding junction of the transverse steel and vertical reinforcement
Individual angle is respectively welded four right angle steel bars.
Preferably, also including the steel wire being respectively arranged on the inside and outside metope of wall, the steel wire is by wall both sides
Rammed earth part covers.
Preferably, rust preventive coating has been respectively coated with it on the surface of the fixation steel plate, transverse steel and vertical reinforcement.
Filling out core pattern traditional residence wall reinforcement structure using the above-mentioned raw-soil present invention also offers one kind carries out wall reinforcement
Method, comprise the following steps：
（1）Open up at least one set of steel plate groove respectively on the outside of the brick post of wall both sides；On the inside and outside metope of wall
Corresponding position opens up horizontal and vertical reinforcing bar groove respectively；
（2）A shank of bolt with diameter is respectively welded at the two ends of the transverse steel, then by the transverse steel pair
Should be arranged in reinforcing bar groove, bolt hole is opened up respectively at the two ends of the fixation steel plate, then by fixation steel plate correspondence
In steel plate groove；The shank of bolt of the transverse steel penetrates the bolt hole, is tightened using nuts, by every group of transverse direction
Reinforcing bar and fixation steel plate are securedly mounted to together；
（3）At the crossover location of the transverse steel and vertical reinforcement, vertical reinforcement is disconnected, make transverse steel and erect
To reinforcing bar in approximately the same plane, then by transverse steel together with vertical reinforced-bar-welding；
（4）After the fixation steel plate, transverse steel and vertical reinforcement are installed, on the inside and outside metope of wall respectively
Steel wire is hung, the steel wire is covered the rammed earth part on wall.
Preferably, also including step（5）, after the steel wire is installed, 37 lime earth is used on the wall face of wall
Sliding straw ash carries out coating；Expanded perlite coating is used in the inner wall surface of wall, then uses latex lacquer coat.
Preferably, in the step（2）In, first the surface of the fixation steel plate, transverse steel and vertical reinforcement is coated
Reused after antirust paint.
Preferably, in the step（3）In, it is two-sided welding at the welding junction of the transverse steel and vertical reinforcement,
Four angles are respectively welded four right angle steel bars.
The beneficial effects of the present invention are：
1. the problem for easily producing crack, ruggedized construction of the present invention are filled out between the brick post of core pattern wall and wall for the raw-soil
Increase effectively connection between loam wall and brick post, wall is formed effective drawknot with brick post, so as to effectively suppress the raw-soil and brick
The extension in crack between post, and then play a part of to improve the raw-soil and fill out core pattern wall shear resistant, it is possible to increase the raw-soil and brick post
Globality, stability.
2. be applied to external prestressing in ruggedized construction by the present invention, and the bolt between transverse steel and fixation steel plate is tightened
Process be exactly to apply prestressed process, for prestressed size, apply position and applying order can be according to the tool of wall
Body situation is configured and adjusts so that the ruggedized construction adaptability is stronger；Reinforcement material used is steel, in the absence of because of material
Expect rigidity different and occur in which the problem that a kind of material first fails；Reinforcement material is further avoided that life after brushing antirust paint
Rust, is adapted to long-term use.
3. the raw-soil of the present invention fill out the reinforcement means of core pattern traditional residence wall using field-installed Scheme of Strengthening to brick post,
Loam wall connection is reinforced, and the connection of effect is could be formed between brick post and loam wall, suppresses the increasing of fracture width therebetween
Plus, be a kind of permanent reinforcement means, with it is simple to operate, using it is convenient, without heavy mechanical equipment, it is practical, to passing
The advantages of system local-style dwelling houses body and outward appearance are without damaging, the globality and stability protection of core traditional residence gable are filled out to strengthening the raw-soil
Have a wide range of applications.
Brief description of the drawings
Fig. 1 is the structural representation that the raw-soil of the present invention fills out core pattern traditional residence wall reinforcement structure；
Fig. 2 is the front view that the ruggedized construction in Fig. 1 is applied on wall；
Fig. 3 is the side view that the ruggedized construction in Fig. 1 is applied on wall；
Fig. 4 is the welding structure schematic diagram of transverse steel and vertical reinforcement；
Wherein 1 is fixation steel plate；2 is transverse steel；3 is vertical reinforcement；4 is steel wire；5 is right angle steel bar；6 is brick
Post；7 is wall；8 is weld seam.
Specific embodiment
Specific embodiment of the invention is illustrated with reference to the accompanying drawings and examples, but following examples are used only in detail
Describe the bright present invention in detail, the scope of the present invention is limited never in any form.
Embodiment 1：A kind of raw-soil fills out core pattern traditional residence wall reinforcement structure, and its structure is referring to Fig. 1-Fig. 4, including fixation
Steel plate 1, transverse steel 2, vertical reinforcement 3 and steel wire 4, one group two-by-two of fixation steel plate, are respectively arranged at the brick post of the both sides of wall 7
6 outsides, every group of fixation steel plate is located at same level position, is provided with three groups of fixation steel plates from top to bottom on a wall.Every group
Between fixation steel plate, fixed by two transverse steel drawknots, two transverse steels are located on the inside and outside metope of wall respectively.
Every group of fixation steel plate be with the mounting means of transverse steel：Fixation steel plate 1 is respectively arranged at two ends with bolt hole, in transverse steel 2
Two ends be respectively welded shank of bolt, the transverse steel 2 is fastenedly connected by the fixation steel plate of the shank of bolt and both sides
Together, referring to Fig. 1.
Further respectively have vertical reinforcement 3 on the inside and outside metope of wall 7, the middle part phase of vertical reinforcement 3 and transverse steel 2
Vertically, it is welded and fixed together with all transverse steels from the bottom to top respectively.Weldering between transverse steel 2 and vertical reinforcement 3
The mode of connecing is：In transverse steel 2 and the crossover location of vertical reinforcement 3, vertical reinforcement 3 disconnects, and makes vertical reinforcement 3 and transverse steel
2 keep at grade, then welding together；It is two-sided welding at the welding junction of transverse steel and vertical reinforcement,
Four angles are respectively welded four right angle steel bars 5.
Mounting means of the fixation steel plate 1 with transverse steel 2, vertical reinforcement 3 on wall be：In the brick post 6 of the both sides of wall 7
Lateral surface on be respectively equipped with the steel plate groove matched with the thickness of fixation steel plate 1, the installation by adhering of fixation steel plate 1 is in 1 steel plate
In groove；The reinforcing bar groove matched with transverse steel 2 and vertical reinforcement 3 is respectively equipped with the inside and outside metope of wall 7, it is horizontal
To reinforcing bar 2 and the installation by adhering of vertical reinforcement 3 in reinforcing bar groove, referring to Fig. 2.
Steel wire 4 is arranged on the inside and outside metope of wall 7, and the rammed earth part of the both sides of wall 7 is covered.In fixation steel plate
1st, the surface of transverse steel 2 and vertical reinforcement 3 has been respectively coated with rust preventive coating.
Using the raw-soil in embodiment 1 fill out core pattern traditional residence wall reinforcement structure carry out wall reinforcement method include under
Row step：
（1）Open up three groups of steel plate grooves respectively on the lateral surface of the brick post 6 of the both sides of wall 7, every group of steel plate groove is located at
In same level；Open up respective amount, horizontal and vertical reinforcing bar groove respectively on the inside and outside metope of wall 7.
（2）Antirust paint first is coated on the surface of the fixation steel plate, transverse steel and vertical reinforcement, is dried rear standby；
A shank of bolt with diameter is respectively welded at the two ends of transverse steel 2, and then transverse steel correspondence is arranged in reinforcing bar groove,
The two ends of fixation steel plate 1 open up bolt hole respectively, then by the correspondence of fixation steel plate 1 in the steel plate groove on brick post 6；Will
The shank of bolt at the two ends of transverse steel 2 penetrates the bolt hole, is tightened using nuts, adopts in this way, by every group of horizontal steel
Muscle and fixation steel plate are securedly mounted to together.
（3）At the crossover location of transverse steel 2 and vertical reinforcement 3, vertical reinforcement 3 is disconnected, make transverse steel 2 and erect
To reinforcing bar 3 in same perpendicular, then transverse steel 2 and vertical reinforcement 3 are welded together；Transverse steel 2 and vertical
It is two-sided welding at the welding junction of reinforcing bar 3, four angles are respectively welded four right angle steel bars 5, the steel bar 5 at right angle
Weld seam 8 is formed between transverse direction, the angle of vertical reinforcement, right angle steel bar 5 can strengthen the bonding strength of interface, such
Welding manner makes the connection between transverse steel and vertical reinforcement more firm, stable.
（4）After fixation steel plate 1, transverse steel 2 and vertical reinforcement 3 are installed, on the inside and outside metope of wall 7 respectively
Steel wire 4 is hung, steel wire 4 is covered the rammed earth part on wall 7.
（5）After steel wire is installed, coating is carried out with 37 lime earth cunning straw ash on the wall face of wall 7；In wall 7
Inner wall surface on use expanded perlite coating, then use latex lacquer coat, so the ruggedized construction is covered by the coating, that is, strengthen wall
Body, from the outside vestige that can't see reinforcing again, serves the effect of stealthy reinforcing, and the attractive in appearance of wall is not influenceed.
Involved material and mode of operation unless otherwise instructed, are conventional material and operation in the embodiment above
Mode.
The present invention is described in detail above in conjunction with drawings and Examples, but, those of skill in the art
Member to the design parameter of each in above-described embodiment it is understood that on the premise of present inventive concept is not departed from, can also carry out
Change, forms multiple specific embodiments, is common excursion of the invention, no longer describes in detail one by one herein.
Claims (8)
1. a kind of raw-soil fills out core pattern traditional residence wall reinforcement structure, it is characterised in that including fixation steel plate, transverse steel and perpendicular
To reinforcing bar,
One group two-by-two of the fixation steel plate, is respectively used to be arranged on the brick post of wall both sides, and every group of fixation steel plate is positioned at same
Horizontal level；
Fixed by two transverse steel drawknots between every group of fixation steel plate, two transverse steels are respectively positioned at the inside and outside of wall
On metope；
Vertical reinforcement, the vertical reinforcement and the perpendicular weldering of the transverse steel are further respectively had on the inside and outside metope of wall
Connect and be fixed together；
Bolt hole is respectively arranged at two ends with the fixation steel plate, shank of bolt is respectively welded at the two ends of the transverse steel,
The transverse steel is fastened together by the shank of bolt with the fixation steel plate of both sides；
The steel plate groove matched with the fixation steel plate thickness, the fixation steel plate are respectively equipped with the brick post of wall both sides
Installation by adhering is in the steel plate groove；It is respectively equipped with the inside and outside metope of the wall and the transverse steel and perpendicular
The reinforcing bar groove matched to reinforcing bar, the transverse steel and vertical reinforcement installation by adhering are in the reinforcing bar groove.
2. the raw-soil according to claim 1 fills out core pattern traditional residence wall reinforcement structure, it is characterised in that in the transverse direction
The crossover location of reinforcing bar and vertical reinforcement, the vertical reinforcement is disconnected, and one is welded at grade with the transverse steel
Rise；It is two-sided welding at the welding junction of the transverse steel and vertical reinforcement, four angles are respectively welded four directly
Angle-style reinforcing bar.
3. the raw-soil according to claim 1 fills out core pattern traditional residence wall reinforcement structure, it is characterised in that also including respectively
The steel wire on the inside and outside metope of wall is arranged at, the steel wire covers the rammed earth part of wall both sides.
4. the raw-soil according to claim 1 fills out core pattern traditional residence wall reinforcement structure, it is characterised in that in the fixation
The surface of steel plate, transverse steel and vertical reinforcement has been respectively coated with rust preventive coating.
5. the raw-soil described in a kind of usage right requirement 1 fills out the method that core pattern traditional residence wall reinforcement structure carries out wall reinforcement,
It is characterised in that it includes the following steps：
（1）Open up at least one set of steel plate groove respectively on the outside of the brick post of wall both sides；Correspondence on the inside and outside metope of wall
Horizontal and vertical reinforcing bar groove is offered at position respectively；
（2）A shank of bolt with diameter is respectively welded at the two ends of the transverse steel, then pacifies transverse steel correspondence
In reinforcing bar groove, bolt hole is opened up respectively at the two ends of the fixation steel plate, then fixation steel plate correspondence is installed
In steel plate groove；The shank of bolt of the transverse steel penetrates the bolt hole, is tightened using nuts, by every group of transverse steel
It is securedly mounted to together with fixation steel plate；
（3）At the crossover location of the transverse steel and vertical reinforcement, vertical reinforcement is disconnected, make transverse steel and vertical steel
Muscle in approximately the same plane, then by transverse steel together with vertical reinforced-bar-welding；
（4）After the fixation steel plate, transverse steel and vertical reinforcement are installed, hung respectively on the inside and outside metope of wall
Steel wire, makes the steel wire cover the rammed earth part on wall.
6. the method for wall reinforcement according to claim 5, it is characterised in that also including step（5）, the steel wire peace
Install after finishing, sliding straw ash with 37 lime earth on the wall face of wall carries out coating；Expanded pearlite is used in the inner wall surface of wall
Rock coating, then use latex lacquer coat.
7. the method for wall reinforcement according to claim 5, it is characterised in that in the step（2）In, first will be described solid
Determine steel plate, transverse steel and vertical reinforcement surface coat antirust paint after reuse.
8. the method for wall reinforcement according to claim 5, it is characterised in that in the step（3）In, the horizontal steel
It is two-sided welding at the welding junction of muscle and vertical reinforcement, four angles are respectively welded four right angle steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| 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 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| 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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| Publication Number | Publication Date |
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| CN105275222A CN105275222A (en) | 2016-01-27 |
| CN105275222B true CN105275222B (en) | 2017-06-30 |
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| CN201510822904.7A Expired - Fee Related 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 (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109281490A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of tradition earth kiln local-style dwelling houses prestressing without bondn integral reinforcing system and its construction technology |
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| CN105822023B (en) * | 2016-05-09 | 2018-04-17 | 天津城建大学 | Suitable for the prefabricated shear connector, its forming method and loam wall of loam wall |
| CN106703434B (en) * | 2016-12-30 | 2022-04-19 | 西安五和土木工程新材料有限公司 | Raw soil wall reinforcing apparatus |
| CN107254925A (en) * | 2017-07-21 | 2017-10-17 | 天津城建大学 | Vertical prestressing loam wall and its construction method |
| 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 |
| CN109281489B (en) * | 2018-09-27 | 2020-08-28 | 王维玉 | Earth kiln resident house wall body prestressing force reinforced structure |
| CN109281488B (en) * | 2018-09-27 | 2020-07-28 | 王维玉 | Traditional soil kiln resident house wall reinforcing system and construction process thereof |
| CN113833297B (en) * | 2021-09-10 | 2023-03-24 | 上海建为历保科技股份有限公司 | Reinforcing device for correcting deviation of wok rammed earth wall |
Family Cites Families (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 |
| CN201254768Y (en) * | 2008-08-18 | 2009-06-10 | 昆明理工大学 | Net bamboo reinforcement rammed earth wall |
| CN101343951B (en) * | 2008-08-18 | 2010-08-25 | 昆明理工大学 | Fibre steel wire mesh reinforcement technique for earth wall of existing raw soil building |
| 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 |
| 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 |
| CN104947948B (en) * | 2015-07-08 | 2016-08-24 | 长安大学 | A kind of reinforcement means of rammed earth body of wall |
| 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
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109281490A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of tradition earth kiln local-style dwelling houses prestressing without bondn integral reinforcing system and its construction technology |
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| CN105275222A (en) | 2016-01-27 |
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