CN217205527U - Reinforcing apparatus that inclines is prevented to ancient building wall body transversely - Google Patents

Reinforcing apparatus that inclines is prevented to ancient building wall body transversely Download PDF

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Publication number
CN217205527U
CN217205527U CN202220471326.2U CN202220471326U CN217205527U CN 217205527 U CN217205527 U CN 217205527U CN 202220471326 U CN202220471326 U CN 202220471326U CN 217205527 U CN217205527 U CN 217205527U
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CN
China
Prior art keywords
ancient building
building wall
bottom plate
reinforcing
pouring
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Expired - Fee Related
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CN202220471326.2U
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Chinese (zh)
Inventor
曹楚勇
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Guangdong Construction Engineering Construction Co ltd
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Guangdong Construction Engineering Construction Co ltd
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Priority to CN202220471326.2U priority Critical patent/CN217205527U/en
Application granted granted Critical
Publication of CN217205527U publication Critical patent/CN217205527U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to the technical field of ancient building wall reinforcement, in particular to a transverse anti-inclination reinforcing device for an ancient building wall, which comprises a brick wall, wherein a reinforcing mesh is arranged on one side of the brick wall, and a plurality of stretching support rods are arranged inside the reinforcing mesh; the anchoring head is connected to one side of the stretching support rod, and the other side of the stretching support rod is connected with an extension rod; a concrete pouring bar provided inside the extension bar and the tensile support bar; and the pouring bottom plate is fixed below the brick wall. This reinforcing apparatus that inclines is transversely prevented to ancient building wall body can laminate each other with ancient building wall body through the reinforcing bar net piece that sets up, plays the linkage effect between brick wall and the ancient building wall body, avoids producing the gap between brick wall and the ancient building wall body, influences ancient building wall body's reinforcing effect to reinforcing bar net piece can increase and decrease quantity according to ancient building wall body's size and position structure, laminates more with ancient building wall body.

Description

Reinforcing apparatus that inclines is prevented to ancient building wall body transversely
Technical Field
The utility model relates to an ancient building wall body consolidates technical field, specifically is a reinforcing apparatus that inclines is transversely prevented to ancient building wall body.
Background
The existing reinforcing device for transversely preventing the ancient building wall from inclining can only reinforce the ancient building wall and cannot correct the inclined wall, and therefore the reinforcing device for transversely preventing the ancient building wall from inclining is provided.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an ancient building wall body transversely prevents reinforcing apparatus that inclines to provide ancient building wall body transversely prevents inclining reinforcing apparatus in solving above-mentioned background art, only consolidate ancient building wall body, can't carry out the problem of rectifying to the wall body that has inclined.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a reinforcing apparatus that slopes is prevented to ancient building wall is horizontal, includes:
the brick wall is characterized in that a steel bar net piece is arranged on one side of the brick wall, and a plurality of stretching support rods penetrate through the steel bar net piece;
the anchoring head is connected to one side of the stretching support rod, and the other side of the stretching support rod is connected with an extension rod;
a concrete pouring bar provided inside the extension bar and the tensile support bar;
and the pouring bottom plate is fixed below the brick wall, and a plurality of steel bar anchor rods are arranged below the pouring bottom plate.
Preferably, the reinforcing bar stock runs through in the inside of pouring the bottom plate, and the reinforcing bar stock along the inside equidistance evenly distributed who pours the bottom plate, reinforcing bar stock and horizontal plane mutually perpendicular, and the bottom of reinforcing bar stock is conical structure.
Preferably, the pouring bottom plate is further provided with:
the through holes are formed in the surface of the pouring bottom plate, and a plurality of complementary connecting pieces which correspond to the steel bar anchor rods one to one are installed inside the pouring bottom plate.
Preferably, the pouring bottom plate is of a U-shaped structure, the depth of the pouring bottom plate is equal to the thickness of the supplementary connecting piece, the stretching support rod penetrates through the through hole, and the diameter of the stretching support rod is equal to the inner diameter of the through hole.
Preferably, the reinforcing mesh pieces are distributed in an array, the end faces of the reinforcing mesh pieces and the end face of the pouring bottom plate are located in the same vertical plane, the reinforcing mesh pieces are tightly attached to the brick wall, meanwhile, the brick wall is formed by pouring concrete, and the end face of the brick wall and the other end face of the pouring bottom plate are located in the same vertical plane.
Preferably, the reinforcing bar net piece still is equipped with:
and the connecting tie is arranged between the two groups of reinforcing mesh sheets, and the reinforcing mesh sheets are fixedly connected with the ancient building wall through the cramp.
Preferably, extension bar and tensile bracing piece threaded connection, and the diameter of anchor head is greater than the diameter of tensile bracing piece, the external diameter of concrete placement pole is the same with the internal diameter homogeneous phase of extension bar and tensile bracing piece, and concrete placement pole is concrete placement and forms.
Compared with the prior art, the utility model provides an ancient building wall body transversely prevents reinforcing apparatus that inclines possesses following beneficial effect:
1. the utility model discloses a reinforcing bar net piece that sets up can laminate each other with ancient building wall body, plays the connecting action between brick wall and the ancient building wall body, avoids producing the gap between brick wall and the ancient building wall body, influences the reinforcing effect of ancient building wall body to reinforcing bar net piece can increase and decrease quantity according to the size and the position structure of ancient building wall body, laminates more with ancient building wall body;
2. the utility model can be matched with the extension bar according to the inclination degree of the ancient building wall body through the arranged stretching support bar, thereby adjusting the using number of the extension bar, utilizing the anchor head to pull the ancient building wall body, and slowly rectifying the deviation of the ancient building wall body under the action of the traction force, and avoiding forcibly rectifying the deviation of the ancient building wall body to cause the damage of the ancient building wall body;
3. the utility model can further improve the strength of the tensile support bar and the extension bar through the arranged concrete pouring bar; through the steel bar anchor pole that sets up, can stretch into inside the ground, play the location effect to the brick wall to support the reinforcement to ancient building wall body, avoid ancient building wall body transverse inclination.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a schematic structural view of the pouring bottom plate of the present invention;
fig. 3 is a schematic structural view of the extension bar of the present invention;
fig. 4 is an enlarged schematic structural view of a portion a in fig. 1 according to the present invention.
In the figure: 1. brick walls; 2. reinforcing mesh sheets; 3. connecting a binding belt; 4. stretching the support rod; 5. a steel bar anchor rod; 6. pouring a bottom plate; 7. supplementing a connecting piece; 8. a through hole; 9. lengthening a rod; 10. an anchoring head; 11. And (5) concrete pouring rods.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 1 and 3, a transverse anti-tilt reinforcing device for ancient building wall comprises: the brick wall 1, one side of the brick wall 1 is provided with a reinforcing mesh sheet 2, a plurality of tensile support rods 4 penetrate through the reinforcing mesh sheet 2, the reinforcing mesh sheet 2 is distributed in an array mode, the end face of the reinforcing mesh sheet 2 and the end face of a pouring bottom plate 6 are located in the same vertical plane, the reinforcing mesh sheet 2 is tightly attached to the brick wall 1, meanwhile, the brick wall 1 is formed by pouring concrete, the end face of the brick wall 1 and the other end face of the pouring bottom plate 6 are located in the same vertical plane, the brick wall 1 and the ancient building wall can be attached to each other through the arranged reinforcing mesh sheet 2, a connecting effect is achieved between the brick wall 1 and the ancient building wall, gaps between the brick wall 1 and the ancient building wall are avoided, the reinforcing effect of the ancient building wall is influenced, the quantity of the reinforcing mesh sheet 2 can be increased or decreased according to the size and the position structure of the ancient building wall, and the reinforcing mesh sheet 2 is more attached to the ancient building wall; the anchoring head 10 is connected to one side of the stretching support rod 4, the lengthening rod 9 is connected to the other side of the stretching support rod 4, the connecting ribbon 3 is arranged between the two groups of reinforcing mesh sheets 2, the reinforcing mesh sheets 2 are fixedly connected with the ancient building wall through the cramp, and the stretching support rod 4 can be matched with the lengthening rod 9 according to the inclination degree of the ancient building wall, so that the using number of the lengthening rod 9 is adjusted, the ancient building wall is pulled by the anchoring head 10, the ancient building wall can be slowly corrected under the action of traction force, and the ancient building wall is prevented from being forcibly corrected, and the ancient building wall is prevented from being damaged; the concrete pouring rod 11 is arranged inside the extension rod 9 and the tensile support rod 4, the extension rod 9 is in threaded connection with the tensile support rod 4, the diameter of the anchoring head 10 is larger than that of the tensile support rod 4, the outer diameter of the concrete pouring rod 11 is the same as the inner diameters of the extension rod 9 and the tensile support rod 4, and the concrete pouring rod 11 is formed by pouring concrete; pour bottom plate 6, it is fixed in the below of brick wall 1, and a plurality of steel bar stock 5 is installed to the below of pouring bottom plate 6, can further improve the intensity of tensile bracing piece 4 and extension bar 9 through the concrete placement pole 11 that sets up.
As shown in fig. 2 and 4, a transverse anti-tilt reinforcing device for ancient building wall comprises: reinforcing bar stock 5 runs through in the inside of pouring bottom plate 6, and reinforcing bar stock 5 along the inside equidistance evenly distributed who pours bottom plate 6, reinforcing bar stock 5 and horizontal plane mutually perpendicular, and reinforcing bar stock 5's bottom is conical structure. Through-hole 8, it sets up on the surface of pouring bottom plate 6, the internally mounted of pouring bottom plate 6 has the supplementary connecting piece 7 of a plurality of and 5 one-to-one of steel bar anchor rod, it is U style of calligraphy structure to pour bottom plate 6, and the degree of depth of pouring bottom plate 6 equals the thickness of supplementary connecting piece 7, tensile bracing piece 4 runs through in the inside of through-hole 8, and the diameter of tensile bracing piece 4 equals with the internal diameter of through-hole 8, steel bar anchor rod 5 through setting up, can stretch into inside the ground, play the location effect to brick wall 1, thereby support the reinforcement to ancient building wall body, avoid ancient building wall body transverse inclination.
The working principle is as follows: when the reinforcing device for preventing the ancient building wall from transversely inclining is used, firstly, the inclination degree of the ancient building wall is measured, the ancient building wall is punched, or according to actual conditions, the tensile support rod 4 is penetrated into a brick joint of the ancient building wall, the tensile support rod 4 is penetrated into the interior of the ancient building wall, and the anchoring head 10 is kept at the inner side of the ancient building wall; secondly, determining the number of the extension rods 9 used in each layer of the reinforcing mesh sheets 2 according to the inclination angle of the ancient building wall, ensuring that the brick wall 1 is in a vertical state when being attached to the ancient building wall, cleaning the ancient building wall firstly in the actual operation process, driving the pouring bottom plate 6 into the foundation through the reinforcing anchor rods 5 for fixing, wherein in the actual use process, the pouring bottom plate 6 is tightly attached to the foundation, the thickness of the foundation is larger than that of the whole reinforcing device, namely the pouring bottom plate 6, the foundation is a self-contained structure of the ancient building wall, and the reinforcing device is directly connected with a bottom foundation so as to ensure the stability of the reinforcing device; then, the reinforcing mesh piece 2 is mutually attached to the ancient building wall, the reinforcing mesh piece 2 is fixed through the cramp nails, when the reinforcing mesh piece 2 is fixed through the cramp nails, the cramp nails are nailed into the wall and fixed with the wall according to the 600mmx600mm staggered layered arrangement, the cramp nails are nailed into the dormant brick or the T-shaped brick, the method is a fixing mode commonly used in the industry, the description is omitted, after two groups of reinforcing mesh pieces 2 are connected and fixed through the connecting bandage 3, the extension bar 9 and the stretching support bar 4 are connected and fixed, the surface of one end of the extension bar 9 is provided with an internal thread, the other end is provided with an external thread, the threads of the two ends are mutually matched, the stretching support bar 4 is provided with a thread matched with the surface of one end of the extension bar 9, therefore, the extension bar 9 and the stretching support bar 4 can be connected, the extension bar 9 and the stretching support bar 4 are both hollow structures, the concrete pouring rods 11 are conveniently poured into the extension rods 9 and the tensile support rods 4 in the follow-up process, the brick wall 1 is piled on one side of the steel mesh sheet 2, the thickness of the brick wall 1 can be adjusted according to actual measurement conditions, the maximum thickness is 35mm, the extension rods 9 are embedded in the brick wall 1, the tensile support rods 4 can penetrate into the ancient building wall body due to the fact that the diameter of the anchoring heads 10 is larger than that of the tensile support rods 4, the tensile support rods 4 are connected with the extension rods 9 through the anchoring heads 10, the extension rods 9 are fixed by the brick wall 1, and meanwhile the tensile support rods 4, the extension rods 9 and the steel mesh sheet 2 are welded and fixed together; finally, the inside concreting in extension bar 9, form concrete placement pole 11, and remain certain blank at the end, be convenient for follow-up clearance extension bar 9, thereby mutually support through extension bar 9 and anchor head 10, exert traction force to ancient building wall, thereby rectify and consolidate the work to ancient building wall, after reinforcing apparatus installs the completion, in order to guarantee ancient building wall's pleasing to the eye degree, can cover the plastering layer on reinforcing bar net piece 2 and anchor head 10.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1. The utility model provides a reinforcing apparatus that slopes is transversely prevented to ancient building wall body which characterized in that includes:
the brick wall comprises a brick wall (1), wherein a steel bar net piece (2) is arranged on one side of the brick wall (1), and a plurality of tensile support rods (4) penetrate through the steel bar net piece (2);
the anchoring head (10) is connected to one side of the stretching support rod (4), and the other side of the stretching support rod (4) is connected with an extension rod (9);
a concrete pouring rod (11) disposed inside the extension bar (9) and the tension support bar (4);
and the pouring bottom plate (6) is fixed below the brick wall (1), and a plurality of steel bar anchor rods (5) are arranged below the pouring bottom plate (6).
2. The transverse anti-tilting reinforcing device for the ancient building wall according to claim 1, wherein the steel bar anchor rods (5) penetrate through the interior of the pouring bottom plate (6), the steel bar anchor rods (5) are uniformly distributed along the interior of the pouring bottom plate (6) at equal intervals, the steel bar anchor rods (5) are perpendicular to the horizontal plane, and the bottoms of the steel bar anchor rods (5) are of conical structures.
3. The transverse anti-inclination reinforcing device for the ancient building wall body according to claim 1, wherein the pouring bottom plate (6) is further provided with:
the through holes (8) are formed in the surface of the pouring bottom plate (6), and a plurality of complementary connecting pieces (7) which correspond to the steel bar anchor rods (5) one to one are mounted inside the pouring bottom plate (6).
4. The transverse anti-inclination reinforcing device for the ancient building wall according to claim 3, wherein the pouring bottom plate (6) is of a U-shaped structure, the depth of the pouring bottom plate (6) is equal to the thickness of the complementary connecting piece (7), the tensile support rod (4) penetrates through the inside of the through hole (8), and the diameter of the tensile support rod (4) is equal to the inner diameter of the through hole (8).
5. The transverse anti-tilting reinforcing device for ancient building wall according to claim 1, characterized in that the steel mesh sheets (2) are distributed in an array, the end surfaces of the steel mesh sheets (2) and the end surface of the pouring bottom plate (6) are located in the same vertical plane, the steel mesh sheets (2) are tightly attached to the brick wall (1), the brick wall (1) is formed by pouring concrete, and the end surface of the brick wall (1) and the other end surface of the pouring bottom plate (6) are located in the same vertical plane.
6. The transverse anti-inclination reinforcing device for the ancient building wall according to claim 1, wherein the reinforcing mesh (2) is further provided with:
and the connecting tie (3) is arranged between the two sets of reinforcing steel bar net pieces (2), and the reinforcing steel bar net pieces (2) are fixedly connected with the wall of the historic building through cramping nails.
7. The transverse anti-tilting reinforcing device for the ancient building wall body according to claim 1, wherein the extension bar (9) is in threaded connection with the tensile support bar (4), the diameter of the anchoring head (10) is larger than that of the tensile support bar (4), the outer diameter of the concrete pouring bar (11) is the same as the inner diameters of the extension bar (9) and the tensile support bar (4), and the concrete pouring bar (11) is formed by pouring concrete.
CN202220471326.2U 2022-03-04 2022-03-04 Reinforcing apparatus that inclines is prevented to ancient building wall body transversely Expired - Fee Related CN217205527U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220471326.2U CN217205527U (en) 2022-03-04 2022-03-04 Reinforcing apparatus that inclines is prevented to ancient building wall body transversely

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220471326.2U CN217205527U (en) 2022-03-04 2022-03-04 Reinforcing apparatus that inclines is prevented to ancient building wall body transversely

Publications (1)

Publication Number Publication Date
CN217205527U true CN217205527U (en) 2022-08-16

Family

ID=82753925

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220471326.2U Expired - Fee Related CN217205527U (en) 2022-03-04 2022-03-04 Reinforcing apparatus that inclines is prevented to ancient building wall body transversely

Country Status (1)

Country Link
CN (1) CN217205527U (en)

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GR01 Patent grant
GR01 Patent grant
CB03 Change of inventor or designer information

Inventor after: Cao Chuyong

Inventor after: Huang Denghui

Inventor after: Xu Zhenyong

Inventor after: Deng Zhipeng

Inventor after: Zhang Qinqi

Inventor after: Li Yangfan

Inventor after: Lin Huanqin

Inventor after: Xu Zhanrong

Inventor before: Cao Chuyong

CB03 Change of inventor or designer information
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20220816

CF01 Termination of patent right due to non-payment of annual fee