CN218597831U - Novel civil and industrial building wall body reinforced structure - Google Patents

Abstract

The utility model discloses a novel worker civil engineering building wall body reinforced structure, including the concrete frame, the inside of concrete frame is provided with the drawknot muscle, the inside fixedly connected with brick layer of concrete frame, the inside equidistance fixedly connected with concrete layer on brick layer, concrete layer's inside equidistance fixedly connected with fixing base, the equal fixedly connected with standpipe in inside both sides of fixing base, the inner wall fixedly connected with wire rope of standpipe, wire rope's both ends all run through concrete layer and brick layer to with drawknot muscle fixed connection, the equal fixedly connected with in inside both sides of fixing base is violently managed, violently the inner wall fixedly connected with fixed reinforcement of pipe, fixed reinforcement's outer wall and concrete layer fixed connection. The utility model relates to a civil and industrial building wall body consolidates technical field, has solved prior art, and when wall body outside cladding billet or steel bar structure, it is fixed not obtain the reinforcing in the inside of wall body, and the wall body uses expansion bolts in a large number to cause the wall body fracture more easily, influences the problem of wall body life-span.

Description

Novel civil and industrial building wall body reinforced structure

Technical Field

The utility model relates to a civil and industrial building wall body consolidates technical field, specifically is a novel civil and industrial building wall body reinforced structure.

Background

In the civil and industrial building construction, for improving the life of the building, guarantee the firm of building wall, can take the measure of wall reinforcement to increase the stability of wall, increase shock resistance, ensure the safety of building, in prior art, generally adopt at the wall body outside cladding billet or steel bar structure, and use expansion bolts to fix, although there is certain reinforcing effect to the wall body, it is fixed not to obtain the reinforcing in the inside of wall body, and it has a large amount of holes to place expansion bolts and cause the wall body fracture more easily to bore on the wall body that hollow brick built, influence the wall body life-span, when the wall body takes place to strike or the earthquake, there is great civil risk of collapsing even, consequently, can not satisfy the demand that civil and industrial building wall body reinforced.

Disclosure of Invention

The utility model provides a novel industry and civilian building wall body reinforced structure, solved prior art, during wall body outside cladding billet or steel bar structure, it is fixed not to obtain the reinforcing in the inside of wall body, and the wall body uses expansion bolts in a large number to cause the wall body fracture more easily, influences the problem in wall body life-span.

In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides a novel industry and civilian building wall body reinforced structure, includes concrete frame, concrete frame's inside is provided with the drawknot muscle, concrete frame's inside fixedly connected with brick layer, the inside equidistance fixedly connected with concrete layer on brick layer, concrete layer's inside equidistance fixedly connected with fixing base, the equal fixedly connected with standpipe in inside both sides of fixing base, the inner wall fixedly connected with wire rope of standpipe, wire rope's both ends all run through concrete layer and brick layer to with drawknot muscle fixed connection, the equal fixedly connected with in inside both sides of fixing base violently manage, the inner wall fixedly connected with fixed reinforcement of violently managing, fixed reinforcement's outer wall and concrete layer fixed connection, the both sides of fixing base all are provided with perpendicular billet, one side that the fixing base was kept away from to perpendicular billet is provided with the horizontal billet, perpendicular billet and horizontal billet pass through the anchor nail and are connected with the fixing base cooperation.

Preferably, the both ends of wire rope all are provided with the traction plate, the traction plate is embedded in the inside of concrete frame, the equidistance fixedly connected with fixing clip in top and the bottom of traction plate, the traction plate passes through the fixing clip respectively with wire rope and drawknot muscle fixed connection.

Preferably, the fixed pipe of equal fixedly connected with around the both sides of fixing base, fixed intraduct is provided with the anchor and glues, the outside of anchor is provided with the steel filing, one side that the steel filing is close to the horizontal billet is provided with sealed the pad, sealed pad is connected with the cooperation of fixed pipe, fixed pipe is through anchor and steel filing and anchor nail fixed connection.

Preferably, the clamping groove has been seted up to one side that the fixing base was kept away from to perpendicular billet, the horizontal billet passes through the clamping groove to be connected with perpendicular billet cooperation, one side that the fixing base was kept away from to the horizontal billet is seted up flutedly, the anchor nail passes through the recess and is connected with the cooperation of horizontal billet.

Preferably, the horizontal steel bars are externally coated with a composite material layer, and the composite material layer is externally coated with a plaster layer.

The utility model provides a lacquer film spreader. The method has the following beneficial effects: this novel industry civil construction wall body reinforced structure, through the fixing base, concrete layer, the standpipe, wire rope, violently the pipe, the fixed reinforcement, the anchor nail, perpendicular billet, the cooperation between horizontal billet and the drawknot muscle, make the wall body inside and outside, all obtain to consolidate on perpendicular and the horizontal direction and reinforce, improve the stability of wall body, certain buffer capacity has simultaneously, when striking or earthquake disaster take place, the wall body can obtain the buffering, the reduction of bigger degree risk of collapsing, guarantee property safety, the life of extension building, more accord with the demand of strengthening the wall body in the industry civil construction like this.

Through the cooperation between fixing base, concrete layer, perpendicular billet, horizontal billet, solid fixed tube, anchor nail, anchor glue, steel filing and the sealed pad, make the wall body outside stably strengthened, the wall body need not the trompil operation simultaneously, avoids causing the wall body fracture because of wall body drilling, influences wall body strength and life-span.

Drawings

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic structural view of the brick layer, the concrete layer and the fixing seat in FIG. 1;

fig. 3 is a schematic structural view of the fixing base, the steel wire rope and the concrete layer in fig. 1;

fig. 4 is a schematic view showing the structure of the anchor bolt, the vertical bar and the horizontal bar of fig. 1.

In the figure: 1. fixing base, 2, the brick layer, 3, the concrete layer, 4, standpipe, 5, wire rope, 6, horizontal pipe, 7, fixed reinforcing bar, 8, fixed pipe, 9, anchor nail, 10, perpendicular billet, 11, horizontal billet, 12, draw-in groove, 13, recess, 14, traction plate, 15, fixing clip, 16, concrete frame, 17, drawknot muscle, 18, anchor glue, 19, steel chip, 20, sealed pad, 21, compound material layer, 22, the plaster layer.

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 efforts all belong to the protection scope of the present invention.

Among the prior art, generally adopt at wall body outside cladding billet or steel bar structure to use expansion bolts to fix, though there is certain reinforcing effect to the wall body, but not strengthened and strengthened in the inside of wall body, and it has a large amount of holes to place expansion bolts and cause the wall body fracture more easily to bore on the wall body that the hollow brick built, influence the wall body life-span, when the wall body takes place to strike or earthquake, there is great risk of collapsing even, consequently can not satisfy industry and civilian building wall body reinforced demand.

In view of this, the utility model provides a novel industry and civilian building wall body reinforced structure, through the fixing base, concrete layer, the standpipe, wire rope, violently the pipe, the fixed steel bar, the anchor nail, perpendicular billet, the cooperation between horizontal billet and the drawknot muscle, make the wall body inside and outside, all obtain to consolidate on perpendicular and the horizontal direction and reinforce, improve the stability of wall body, certain buffer capacity has simultaneously, when taking place striking or earthquake calamity, the wall body can obtain the buffering, the reduction of bigger degree risk of collapsing, guarantee property safety, the life of extension building, more accord with the demand of strengthening the wall body in the industry and civilian building like this.

All the electrical components in the present application are connected with the power supply adapted to the electrical components through a wire, and an appropriate controller and an appropriate encoder should be selected according to actual conditions to meet control requirements, and specific connection and control sequences should be obtained.

As can be seen from fig. 1-4, a novel industrial and civil building wall reinforcing structure comprises a concrete frame 16, wherein the concrete frame 16 is a building main body structure, tie bars 17 are arranged inside the concrete frame 16, a brick layer 2 is fixedly connected inside the concrete frame 16, a concrete layer 3 is fixedly connected inside the brick layer 2 at equal intervals, the brick layer 2 and the concrete layer 3 are main structures of the wall, a fixing seat 1 is fixedly connected inside the concrete layer 3 at equal intervals, vertical pipes 4 are fixedly connected to both sides inside the fixing seat 1, a steel wire rope 5 is fixedly connected to the inner wall of each vertical pipe 4, both ends of each steel wire rope 5 penetrate through the concrete layer 3 and the brick layer 2 and are fixedly connected with the tie bars 17, horizontal pipes 6 are fixedly connected to both sides inside the fixing seat 1, fixing bars 7 are fixedly connected to the inner wall of each horizontal pipe 6, the outer wall of each fixing bar 7 is fixedly connected with the concrete layer 3, vertical steel bars 10 are arranged on both sides of the fixing seat 1, a horizontal steel bar 11 is arranged on one side of each vertical steel bar 10 away from the fixing seat 1, and the horizontal steel bar 11 are cooperatively connected with the fixing seat 1 through anchor bolts 9;

in the specific implementation process, it is worth pointing out that the concrete frame 16 is a building main structure, the brick layer 2 and the concrete layer 3 are main structures of the wall body, the fixing seat 1 is embedded inside the concrete layer 3, the embedding number of the fixing seat 1 can be selected according to the length of the wall body and the required reinforcing strength, the number of the concrete layer 3 in the wall body can be selected according to the height of the wall body and the required reinforcing strength, the wall body is vertically reinforced through the matching among the fixing seat 1, the concrete layer 3, the vertical pipe 4, the steel wire rope 5 and the tie bar 17, and has certain buffer capacity, the anti-seismic effect of the wall body is enhanced, through the matching among the fixing seat 1, the concrete layer 3, the transverse pipe 6 and the fixed steel bar 7, the wall body is internally reinforced in the horizontal direction, the wall body is reinforced in the vertical and horizontal directions through the matching of the fixing seat 1, the anchor bolts 9, the vertical steel bars 10 and the horizontal steel bars 11, the wall body is reinforced in the vertical and horizontal directions through the matching of the fixing seat 1, the concrete layer 3, the vertical pipe 4, the steel wire ropes 5, the horizontal pipe 6, the fixed steel bars 7, the anchor bolts 9, the vertical steel bars 10, the horizontal steel bars 11 and the tie bars 17, expansion bolts do not need to be installed on holes of the wall body, the service life of the wall body is not influenced, the wall body is reinforced in the internal, external, vertical and horizontal directions, the stability of the wall body is improved, and meanwhile, certain buffering capacity is achieved, when impact or earthquake disasters occur, the wall body can be buffered, the collapse risk is reduced to a greater extent, and the service life of a building is prolonged;

furthermore, both ends of the steel wire rope 5 are provided with traction plates 14, the traction plates 14 are used for connecting and fixing the steel wire rope 5 and the tie bars 17, the traction plates 14 are embedded in the concrete frame 16, the top and the bottom of the traction plates 14 are fixedly connected with fixing clamps 15 at equal intervals, and the traction plates 14 are fixedly connected with the steel wire rope 5 and the tie bars 17 respectively through the fixing clamps 15;

in the specific implementation process, it is worth particularly pointing out that the traction plate 14 is used for connecting and fixing the steel wire rope 5 and the tie bar 17, so that the wall body and the concrete frame 16 are better fixed, the anti-seismic effect is improved, and the fixing clamp 15 is used for fixing the steel wire rope 5 and the tie bar 17 with the traction plate 14;

furthermore, the front and the back of two sides of the fixed seat 1 are fixedly connected with fixed tubes 8, an anchor adhesive 18 is arranged inside the fixed tubes 8, steel scraps 19 are arranged outside the anchor adhesive 18, a sealing gasket 20 is arranged on one side, close to the horizontal steel bars 11, of the steel scraps 19, the sealing gasket 20 is in fit connection with the fixed tubes 8, and the fixed tubes 8 are fixedly connected with the anchor bolts 9 through the anchor adhesive 18 and the steel scraps 19;

in the concrete implementation process, it is worth particularly pointing out that when the wall body is reinforced, through the cooperation among the anchor adhesive 18, the steel scraps 19 and the sealing gasket 20, when the anchor 9 is driven into the fixing tube 8, the anchor adhesive 18 and the steel scraps 19 enter the groove of the anchor 9, and after a certain period of solidification, the fixing tube 8 and the anchor 9 are fixed, so that the wall body can be stably reinforced in the vertical and horizontal directions without the need of hole drilling operation, namely the vertical steel bar 10 and the horizontal steel bar 11 are externally reinforced;

furthermore, a clamping groove 12 is formed in one side, away from the fixed seat 1, of the vertical steel bar 10, the horizontal steel bar 11 is connected with the vertical steel bar 10 in a matched mode through the clamping groove 12, a groove 13 is formed in one side, away from the fixed seat 1, of the horizontal steel bar 11, and the anchor 9 is connected with the horizontal steel bar 11 in a matched mode through the groove 13;

in the specific implementation process, it is worth particularly pointing out that through the cooperation between the horizontal steel bars 11 and the clamping grooves 12, the anchors 9 and the grooves 13, the thickness of the reinforcing layer outside the wall body is reduced to the maximum extent, and meanwhile, the vertical steel bars 10 and the horizontal steel bars 11 are better fixed;

further, the outside of the horizontal steel bar 11 is coated with a composite material layer 21, and the outside of the composite material layer 21 is coated with a plaster layer 22;

in the specific implementation process, it is worth particularly pointing out that fiber concrete or carbon fiber cloth special for building reinforcement can be used as the composite material layer 21 and is adhered to the outside of the horizontal steel bar 11 to further enhance the seismic capacity of the wall, and the plaster layer 22 covers the outside of the composite material layer 21 to facilitate the wall construction during decoration;

specifically, when the novel civil and industrial building wall reinforcing structure is used, a corresponding number of traction plates 14 are selected according to the length of a wall body and the required reinforcing strength, the bottom of each traction plate 14 is fixed with a tie bar 17 positioned at the bottom of a concrete frame 16 through a fixing clamp 15, one end of the bottom of a steel wire rope 5 is fixed with the top of each traction plate 14 through the fixing clamp 15, a corresponding number of fixing seats 1 are selected according to the height of the wall body and the required reinforcing strength, the steel wire rope 5 is fixed with equal distance through a vertical pipe 4, the top end of the steel wire rope 5 is fixed with the tie bar 17 positioned at the top of the concrete frame 16 through the traction plates 14 and the fixing clamps 15, the steel wire rope 5 is kept in a tight state in the fixing process, pouring is carried out on the bottom and the top of the concrete frame 16, and a fixed steel bar 7 is inserted into the fixing seats 1, fixing through the horizontal pipe 6, after the concrete poured in the concrete frame 16 is cured, building the brick layer 2 from the bottom of the concrete frame 16, when the building height reaches the fixed seat 1, pouring the concrete layer 3, after the concrete layer 3 is cured, repeating the steps of building the brick layer 2 and pouring the concrete layer 3 until the building of the wall is completed, according to the distance between the fixed seats 1, forming the fixed holes and the clamping grooves 12 for the vertical steel bars 10, forming the fixed holes and the grooves 13 for the horizontal steel bars 11, temporarily fixing all the vertical steel bars 10 and the fixed pipes 8 by using a small amount of anchoring nails 9, taking out the anchoring nails 9 positioned on the same horizontal line on the vertical steel bars 10, placing the horizontal steel bars 11 in the clamping grooves 12, sequentially placing anchoring glue 18, steel scraps 19 and sealing gaskets 20 in the fixed pipes 8 through the fixed holes, and penetrating the anchoring nails 9 through the fixed holes of the vertical steel bars 10 and the horizontal steel bars 11, and the anchor 9 is knocked into the wall body until the anchor 9 does not protrude out of the groove 13 of the horizontal steel bar 11, the steps are repeated, the fixing of the vertical steel bar 10 and the horizontal steel bar 11 with the wall body can be completed, after the anchor glue 18 is completely cured, the composite material layer 21 is coated outside the brick layer 2, the concrete layer 3 and the horizontal steel bar 11, after the composite material layer 21 is cured, the mortar layer 22 is coated outside the composite material layer 21, and the building wall body reinforcing work is completed.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation. The use of the phrase "comprising" does not exclude the presence of other identical elements in the process, method, article, or apparatus that comprises the same.

In the present invention, unless otherwise explicitly specified or limited, the terms "mounted", "disposed", "connected", "fixed", "screwed" and the like are to be understood broadly, and may be, for example, a fixed connection, a detachable connection, or an integral body; can be mechanically or electrically connected; the terms may be directly connected or indirectly connected through an intermediate medium, and may be used for communicating the inside of two elements or for interacting with each other, unless otherwise specifically defined, and the specific meaning of the terms in the present invention will be understood by those skilled in the art according to the specific circumstances.

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 (5)

1. The utility model provides a novel industry and civilian building wall body reinforced structure, includes concrete frame (16), its characterized in that: the inside of concrete frame (16) is provided with drawknot muscle (17), the inside fixedly connected with brick layer (2) of concrete frame (16), the inside equidistance fixedly connected with concrete layer (3) of brick layer (2), the inside equidistance fixedly connected with fixing base (1) of concrete layer (3), the equal fixedly connected with standpipe (4) in inside both sides of fixing base (1), the inner wall fixedly connected with wire rope (5) of standpipe (4), the both ends of wire rope (5) all run through concrete layer (3) and brick layer (2) to with drawknot muscle (17) fixed connection, the equal fixedly connected with in inside both sides of fixing base (1) violently manages (6), violently manage the inner wall fixedly connected with fixation bar (7) of (6), the outer wall and the concrete layer (3) fixed connection of fixation bar (7), the both sides of fixing base (1) all are provided with perpendicular billet (10), one side that fixing base (1) was kept away from to perpendicular billet (10) is provided with horizontal billet (11), perpendicular billet (10) and horizontal billet (11) are connected with fixing base (9) through anchor nail cooperation.

2. The novel civil and industrial building wall reinforcing structure of claim 1, wherein: both ends of wire rope (5) all are provided with traction plate (14), traction plate (14) are embedded in the inside of concrete frame (16), the top and the equidistance fixedly connected with fixing clip (15) in bottom of traction plate (14), traction plate (14) pass through fixing clip (15) respectively with wire rope (5) and drawknot muscle (17) fixed connection.

3. The novel civil and industrial building wall reinforcing structure of claim 1, wherein: fixed pipe (8) of equal fixedly connected with around the both sides of fixing base (1), fixed pipe (8) inside is provided with anchor glue (18), the outside of anchor glue (18) is provided with scrap steel (19), one side that scrap steel (19) are close to horizontal billet (11) is provided with sealed pad (20), sealed pad (20) is connected with fixed pipe (8) cooperation, fixed pipe (8) are through anchor glue (18) and scrap steel (19) and anchor nail (9) fixed connection.

4. The novel civil and industrial building wall reinforcing structure of claim 1, wherein: draw-in groove (12) have been seted up to one side that fixing base (1) was kept away from in perpendicular billet (10), horizontal billet (11) are connected through draw-in groove (12) and perpendicular billet (10) cooperation, one side that fixing base (1) were kept away from in horizontal billet (11) is seted up flutedly (13), anchor nail (9) are connected through recess (13) and horizontal billet (11) cooperation.

5. The novel civil and industrial building wall reinforcing structure of claim 1, wherein: the outside of horizontal billet (11) is wrapped with combined material layer (21), the outside cladding of combined material layer (21) has lime-mud layer (22).

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