CN208219914U - A kind of brick wall body repairerment construction - Google Patents

A kind of brick wall body repairerment construction Download PDF

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Publication number
CN208219914U
CN208219914U CN201820584266.9U CN201820584266U CN208219914U CN 208219914 U CN208219914 U CN 208219914U CN 201820584266 U CN201820584266 U CN 201820584266U CN 208219914 U CN208219914 U CN 208219914U
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brick wall
wall body
drawknot
brick
existing
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CN201820584266.9U
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唐玉恩
邹勋
刘寄珂
邹辰卿
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Shanghai Architectural Design and Research Institute Co Ltd
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Shanghai Architectural Design and Research Institute Co Ltd
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Abstract

The utility model provides a kind of brick wall body repairerment construction, it includes: existing brick wall, tension member, fixing piece and chemise that the brick wall body, which repairs construction, the chemise is located at the inside of the existing brick wall, hole is provided on the existing brick wall, the existing brick wall is connected with the chemise by the tension member, and the fixing piece is fixed on hole surface and the tension member.The hole of existing brick wall and existing brick wall is reinforced, this brick wall body repairs construction in the case where protecting existing brick wall historical information, and increases degree of safety, extends the service life of historical building.

Description

A kind of brick wall body repairerment construction
Technical field
The utility model relates to building repairs, and field is transformed, and repair and construct more particularly, to a kind of brick wall body.
Background technique
Historical building is a kind of culture carrier, by historical building it will be seen that rich culture intension, so history is built It builds and needs to retain its original appearance for a long time, so that everybody studies and watches.Therefore, History of conservancy building receives more and more attention, But it is repaired in transformation at it, is likely encountered some special difficult points, especially there is the building at original hole, by the permanent time, Wall aging hole is easy to collapse or deform, and installing bracket support hole additional using the prior art will cause the original complexion quilt in hole Damage.And for the wall of aging, wall outer side is by the covering of rear plus cement screedn, should be how to restore historic site Stripping surface layer, reparation or retaining irregular shape hole is a problem.
Therefore, it is necessary to design a kind of wall that can retain irregular shape hole, hole can be made to keep as far as possible More natural profile restores its appearance, and can ensure its safety, moreover it is possible to extend the service life of historical building.
Utility model content
It repairs and constructs the purpose of this utility model is to provide a kind of brick wall body, can repair or retain irregular hole And reinforce hole, the method that the appearance in history brick face can be restored as far as possible and ensure its safety.
In order to achieve the above object, the utility model provides a kind of brick wall body repairerment construction, and the brick wall body is repaired Construction of copying includes: existing brick wall, tension member, fixing piece and chemise, and the chemise is located at the inside of the existing brick wall, it is described both There is the hole that irregular shape is provided on brick wall, the existing brick wall is connected with the chemise by the tension member, described solid Determine part to be fixed on hole surface and the tension member.
Optionally, it is repaired in construction in the brick wall body, the tension member includes drawknot bolt and Elements of Space Grid Truss, described Drawknot bolt is inserted in the existing brick wall brickwork joint, the drawknot bolt perpendicular to the Elements of Space Grid Truss, the drawknot bolt with The Elements of Space Grid Truss is fixed together, and the drawknot diameter of bolt is less than the width of brickwork joint.
Optionally, it is repaired in construction in the brick wall body, the depth of the drawknot bolt insertion brickwork joint is greater than one The width of brick, the vertical interval of two drawknot bolts up and down on the existing brick wall are a skin brick to five skin bricks Highly, the horizontal space of the two drawknot bolts in left and right is width of one header of a stretcher to two stretchers, two header.
Optionally, it is repaired in construction in the brick wall body, the Elements of Space Grid Truss level height spacing is upper and lower two institutes 2 times to 5 times for stating the vertical interval of drawknot bolt, vertical width spacing are the horizontal space of the two drawknot bolts in left and right 2 times to 5 times.
Optionally, it is repaired in construction in the brick wall body, the chemise includes reinforced mesh and concrete layer, described Reinforced mesh is located in the concrete layer, and the reinforced mesh is fixed with the Elements of Space Grid Truss.
Optionally, it is repaired in construction in the brick wall body, the boundary of the concrete layer is less than at a distance from hole 100mm。
Optionally, it is repaired in construction in the brick wall body, the fixing piece includes carbon cloth and band steel, the carbon Fiber cloth is pasted on the brick face at the existing brick wall hole, and described band steel one end is welded and fixed with the Elements of Space Grid Truss, the other end For fixing the carbon cloth in brick face.
Optionally, it is repaired in construction in the brick wall body, the carbon cloth width is less than or equal to a brick Width.
It is repaired in construction in a kind of brick wall body provided by the utility model, on original existing brick wall, increases tension member And chemise, chemise can support existing brick wall, finally maintain the intensity of existing brick wall;Increase at the hole of existing brick wall and fixes Part is connected on tension member, can be reinforced hole profile, not only left the profile at hole in this way but also supported hole, is reduced Hole collapses and the probability of deformation.This brick wall body repairs construction in the case where protecting existing brick wall historical information, again Degree of safety is increased, the service life of historical building is extended.
Detailed description of the invention
Fig. 1 show the utility model embodiment brick wall body and repairs structure cutaway view;
Fig. 2 show the utility model embodiment brick wall body and repairs construction hole plan view;
Fig. 3 show the utility model embodiment brick wall body and repairs construction hole cutaway perspective;
Fig. 4 show the flow chart that the utility model embodiment brick wall body repairs the repairerment method of construction;
In figure: the existing brick wall of 100-, 210- tension member, 211- Elements of Space Grid Truss, 212- drawknot bolt, 220- fixing piece, 221- Carbon cloth, 222- band steel, 300- chemise, 310- reinforced mesh, 320- concrete layer, 330- surface layer.
Specific embodiment
Specific embodiment of the present utility model is described in more detail below in conjunction with schematic diagram.It is retouched according to following It states and claims, will be become apparent from feature the advantages of the utility model.It should be noted that attached drawing is all made of very simplification Form and use non-accurate ratio, only to it is convenient, lucidly aid in illustrating the purpose of the utility model embodiment.
Referring to FIG. 1, FIG. 2 and FIG. 3, the utility model provides a kind of brick wall body repairerment construction, and the brick wall body is repaired Construction of copying includes: existing brick wall 100, tension member 210, fixing piece 220 and chemise 300, and the chemise 300 is located at the existing brick The inside of wall 100 is provided with the hole of irregular shape, the existing brick wall 100 and the chemise on the existing brick wall 100 300 are connected by the tension member 210, and the fixing piece 220 is fixed on hole surface and the tension member 210.
Preferably, the tension member 210 includes drawknot bolt 212 and Elements of Space Grid Truss 211, and the drawknot bolt 212 is inserted in In existing brick wall 100 (original brick wall that existing brick wall the refers to building) brickwork joint, the drawknot bolt 212 is perpendicular to the steel Rack 211, the drawknot bolt 212 are fixed together with the Elements of Space Grid Truss 211, and 212 diameter of drawknot bolt is less than brickwork joint Width.The drawknot bolt 212 in insertion brickwork joint by being fixed on existing brick wall 100, therefore the drawknot bolt 212 Diameter be less than brickwork joint size, for example, the diameter of the drawknot bolt 212 can be 7mm.The Elements of Space Grid Truss 211 was both resistant to Corrosion has intensity again, and the time retained while increasing the intensity of existing brick wall 100 is also longer.
Preferably, the depth that the drawknot bolt 212 is inserted into brickwork joint is greater than the width of a brick, is located at the existing brick wall The vertical interval of two drawknot bolts 212 up and down on 100 is the height of a skin brick (about 60mm) to five skin bricks (about 300mm) Degree, left and right two drawknot bolts 212 horizontal space be one header of a stretcher (about 400mm) to two stretchers, two header (about Width 800mm), so that preferably the Elements of Space Grid Truss 212 can be fixed on existing brick wall 100.
Preferably, the 211 level height spacing of Elements of Space Grid Truss is the vertical interval of the upper and lower two drawknot bolts 212 2 times to 5 times, vertical width spacing is 2 times to 5 times of the horizontal space of the two drawknot bolts 212 in left and right.Existing brick wall 100 sizes are bigger, therefore multiple Elements of Space Grid Truss 211 and multiple drawknot bolts 212 can be used by chemise 300 and existing brick wall 100 link together, and Elements of Space Grid Truss more than 211,211 size of Elements of Space Grid Truss is smaller, connect more secured.Specifically, the Elements of Space Grid Truss 211 Size height can be ten skin bricks height (about 600mm), width can for two stretchers, two header width (about 800mm).In this way, an Elements of Space Grid Truss 211 can correspond to 9 drawknot bolts 212.
Preferably, the chemise 300 includes reinforced mesh 310 and concrete layer 320, and the reinforced mesh 310 is located at institute It states in concrete layer 320, the reinforced mesh 310 and the Elements of Space Grid Truss 212 are fixed.In the present embodiment, it can also increase by an institute It states surface layer 330 and is layed in 320 surface of concrete layer, the surface layer 330 is 30mm thickness gypsum based inorganic thermal insulation mortar.Make to build Walling body has the advantages that insulation, fire prevention are antifreeze and ageing-resistant.Original existing brick wall is historical building, can be reinforced to it Achieve the purpose that extend the service life, the chemise 300 can be used as the supporting element of existing brick wall 100, solid by the tension member 210 After being scheduled on together, existing brick wall 100 can be reinforced.
Preferably, the boundary of the concrete layer 320 is less than 100mm at a distance from hole.In the present embodiment, chemise 300 Interior concrete layer 320 is sprayed on wall indoor with mortar gunite method, and the thickness of concrete layer 320 is greater than 70mm, concrete layer 320 Thickness is thicker, and supporting role is better.And the boundary of concrete layer 320 is less than 100mm at a distance from hole.And concrete layer 320 Interior configuration HRB500 grade reinforcing bar, reinforcing bar are implanted into ground depth >=180mm, encrypt reinforcing bar in 320 boundary of concrete layer, and Sleeper is set, and the reinforcing bar and sleeper of boundary encryption form frame column, and the reinforcing bar and frame column in 320 boundary of concrete layer lean on anchor It is solidly connected.
Preferably, the fixing piece 220 includes carbon cloth 221 and band steel 222, and the carbon cloth 221 is pasted onto institute On the brick face for stating existing 100 hole of brick wall, described 222 one end of band steel is welded and fixed with the Elements of Space Grid Truss 211, and the other end is used to solid Determine the carbon cloth 221 in brick face.In the present embodiment, dedicated bonding material is smeared between carbon cloth 221 and fixing piece 222 Material, and brick face is closely knit is bonded.The utility model proposes adding carbon cloth 221 close to indoor brick part along vertical side, Carbon cloth 221 can be used for tension, shearing resistance and the antidetonation of structural elements, therefore can be used to reinforce hole profile.With fixing piece 222 Carbon cloth 221 is fixed on the Elements of Space Grid Truss 211 of tension member 210.This series of measures pacifies hole more to reinforce hole Entirely, profile is more natural.
In the present embodiment, 221 width of carbon cloth is less than or equal to the width of a brick.Specifically, carbon cloth 221 size can be selected as 80mm, and the mode for being fixed on brick face can choose the mode of stickup, can be to carbon fiber before stickup Appropriateness polishing is made in the brick face that cloth 221 is pasted, and makes it slightly at recessed, can effectively control the smearing range of carbon fiber special glue.For Solarization aging is prevented, 221 outside of carbon cloth also needs to add brick powder protective layer.And the band steel selects 4mm thickness L-type band steel, L-type Band steel one end is fixed on the carbon cloth 221 in brick face at interval of three skin brick height, and the other end and the Elements of Space Grid Truss 211 welding are solid It is fixed.Referring to Fig. 3, spacing of multiple band steels 222 on the edge of hole is relatively uniform, and the brick placed in the middle of band steel 222 is in block side It places, so that effect is beautiful.
Referring to Fig. 4, the method for the existing brick wall of reinforcing of the present embodiment includes:
Step S10: existing brick wall is reinforced, and adds tension member 210 and lining by existing brick wall 100 on the inside of existing brick wall 100 Wall 300,210 connecting wall 100 of tension member and chemise 300.
Step S11: reinforcing reinforces hole profile with carbon cloth 221, and carbon cloth 221 is fixed on brick at hole Surface, and the carbon cloth 221 is fixed with the tension member 210 by a band steel 222.
To sum up, it is repaired in construction in a kind of brick wall body provided by the embodiment of the utility model, after original to historical building The mortar surface layer added is stripped, and is then reinforced to the wall around hole, finally again to the hole on existing brick wall It reinforces, this wall makes hole keep more natural profile, restores its appearance, and can ensure its safety.
The preferred embodiment that above are only the utility model, does not play the role of any restrictions to the utility model. Any person of ordinary skill in the field, in the range of not departing from the technical solution of the utility model, to the utility model The technical solution and technology contents of exposure make the variation such as any type of equivalent replacement or modification, belong to without departing from the utility model Technical solution content, still fall within the protection scope of the utility model.

Claims (8)

1. a kind of brick wall body repairs construction, which is characterized in that it includes: existing brick wall, drawknot that the brick wall body, which repairs construction, Part, fixing piece and chemise, the chemise are located at the inside of the existing brick wall, are provided with irregular shape on the existing brick wall Hole, the existing brick wall are connected with the chemise by the tension member, and the fixing piece is fixed on hole surface and described On tension member.
2. brick wall body as described in claim 1 repairs construction, which is characterized in that the tension member includes drawknot bolt and steel Rack, the drawknot bolt are inserted in the existing brick wall brickwork joint, and the drawknot bolt is perpendicular to the Elements of Space Grid Truss, the drawing Knot bolt is fixed together with the Elements of Space Grid Truss, and the drawknot diameter of bolt is less than the width of brickwork joint.
3. brick wall body as claimed in claim 2 repairs construction, which is characterized in that the depth of the drawknot bolt insertion brickwork joint Greater than the width of a brick, the vertical interval of two drawknot bolts up and down on the existing brick wall is that a skin brick arrives The height of five skin bricks, the horizontal space of the two drawknot bolts in left and right are width of one header of a stretcher to two stretchers, two header Degree.
4. brick wall body as claimed in claim 3 repairs construction, which is characterized in that the Elements of Space Grid Truss level height spacing is upper 2 times to 5 times of the vertical interval of lower two drawknot bolts, vertical width spacing are the water of the two drawknot bolts in left and right 2 times to 5 times of flat spacing.
5. brick wall body as claimed in claim 4 repairs construction, which is characterized in that the chemise includes reinforced mesh and coagulation Soil layer, the reinforced mesh are located in the concrete layer, and the reinforced mesh is fixed with the Elements of Space Grid Truss.
6. brick wall body as claimed in claim 5 repairs construction, which is characterized in that the boundary of the concrete layer and hole Distance is less than 100mm.
7. brick wall body as claimed in claim 6 repairs construction, which is characterized in that the fixing piece includes carbon cloth and flat Steel, the carbon cloth are pasted on the brick face at the existing brick wall hole, and described band steel one end and Elements of Space Grid Truss welding are solid Fixed, the other end is used to fix the carbon cloth in brick face.
8. brick wall body as claimed in claim 7 repairs construction, which is characterized in that the carbon cloth width is less than or equal to The width of one brick.
CN201820584266.9U 2018-04-23 2018-04-23 A kind of brick wall body repairerment construction Active CN208219914U (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109610873A (en) * 2019-01-18 2019-04-12 央固工程科技(上海)有限公司 A kind of reinforcing of plain brick wall and Saussurea DC integral structure
CN110306820A (en) * 2019-06-12 2019-10-08 上海市建筑装饰工程集团有限公司 A kind of reinforcement means of historical building blocking partition wall
CN111980200A (en) * 2020-08-17 2020-11-24 江苏城东建设工程有限公司 Wall structure with drawknot structure and construction method thereof
CN112127664A (en) * 2020-09-22 2020-12-25 中国五冶集团有限公司 Coke quenching tower chamber composite wall structure and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109610873A (en) * 2019-01-18 2019-04-12 央固工程科技(上海)有限公司 A kind of reinforcing of plain brick wall and Saussurea DC integral structure
CN110306820A (en) * 2019-06-12 2019-10-08 上海市建筑装饰工程集团有限公司 A kind of reinforcement means of historical building blocking partition wall
CN111980200A (en) * 2020-08-17 2020-11-24 江苏城东建设工程有限公司 Wall structure with drawknot structure and construction method thereof
CN112127664A (en) * 2020-09-22 2020-12-25 中国五冶集团有限公司 Coke quenching tower chamber composite wall structure and construction method thereof

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