CN113982138A - Municipal wall reinforcing structure and reinforcing method - Google Patents
Municipal wall reinforcing structure and reinforcing method Download PDFInfo
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- CN113982138A CN113982138A CN202111027078.9A CN202111027078A CN113982138A CN 113982138 A CN113982138 A CN 113982138A CN 202111027078 A CN202111027078 A CN 202111027078A CN 113982138 A CN113982138 A CN 113982138A
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- 238000000034 method Methods 0.000 title claims abstract description 17
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- 238000000576 coating method Methods 0.000 claims description 17
- 239000011248 coating agent Substances 0.000 claims description 16
- 230000007246 mechanism Effects 0.000 claims description 12
- 230000002787 reinforcement Effects 0.000 claims description 10
- 238000007569 slipcasting Methods 0.000 claims description 10
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 238000007789 sealing Methods 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000005253 cladding Methods 0.000 claims description 4
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 description 6
- 239000002689 soil Substances 0.000 description 5
- 239000000945 filler Substances 0.000 description 4
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/04—Propping of endangered or damaged buildings or building parts, e.g. with respect to air-raid action
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- G—PHYSICS
- G08—SIGNALLING
- G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
- G08B21/00—Alarms responsive to a single specified undesired or abnormal condition and not otherwise provided for
- G08B21/02—Alarms for ensuring the safety of persons
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- G—PHYSICS
- G08—SIGNALLING
- G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
- G08B5/00—Visible signalling systems, e.g. personal calling systems, remote indication of seats occupied
- G08B5/22—Visible signalling systems, e.g. personal calling systems, remote indication of seats occupied using electric transmission; using electromagnetic transmission
- G08B5/36—Visible signalling systems, e.g. personal calling systems, remote indication of seats occupied using electric transmission; using electromagnetic transmission using visible light sources
Abstract
The invention discloses a municipal wall body reinforcing structure and a reinforcing method, which comprises a wall body foundation, wherein fixing plates are arranged at two ends inside the wall body foundation, a plurality of groups of connecting pipes are arranged at one ends of two groups of fixing plates close to each other, a connecting assembly is arranged at the middle position inside the wall body foundation, and a reinforcing wall body is arranged at the middle position of the top of the wall body foundation. According to the invention, through the mutual matching of the wall bricks, the concrete bonding layer, the connecting plate, the fixing rod, the concrete coating layer and the reinforcing plate, the connecting strength between the wall bricks is improved, the connecting gap can be effectively reinforced and protected, the concrete bonding layer is coated, the wall strength reduction caused by the loss of the concrete bonding layer is prevented, when the wall is stressed, the stress can be firstly dispersed to a plurality of groups of reinforcing plates, and then the stress is dispersed to the connecting plate by the plurality of groups of reinforcing plates, so that the stress of the wall is dispersed to a plurality of groups of wall bricks, and the damage to stress points of the wall is reduced.
Description
Technical Field
The invention relates to the technical field of wall reinforcement, in particular to a municipal wall reinforcing structure and a reinforcing method.
Background
When the existing wall body is built, the wall body is usually bonded by adopting concrete, although the bonding stability is strong, the protection measure for the bonding position is poor, when the concrete bonding agent is used subsequently, the concrete bonding agent is easily corroded by external substances, so that the pulverization is caused, the strength of the wall body is reduced, and meanwhile, when the wall body is stressed, the stress of the wall body is difficult to disperse, so that the stability of the wall body is poor;
after the wall body is built, the wall surface is connected with the wall base, the wall body is likely to sink in the subsequent use, when the wall base sinks, the wall body and the foundation need to be perforated and filler is injected downwards, and the method can solve the problem of foundation sinking, but when the foundation is subjected to hole transfer, the foundation can be directly damaged, and the strength of the foundation is influenced;
the wall body is simple in waterproof treatment, rainwater is accumulated on the wall surface and is difficult to discharge quickly, the wall body can be eroded continuously, and the service life of the wall surface is shortened;
the wall body has poor heat insulation performance, and is difficult to block the external high temperature, so that the natural loss of the wall body material in high-temperature weather can be accelerated due to the influence of the high temperature;
when the wall body meets with the air current, the air current can direct impact the wall face, and the air current collides the wall face for a long time, can cause the damage to the wall body, and the wall body is difficult to alleviate the air current, reduces the effect of preventing wind of wall body.
Disclosure of Invention
The invention aims to provide a municipal wall reinforcing structure and a reinforcing method, which aim to solve the problems in the background art.
The invention is particularly such that: a municipal wall body reinforcing structure comprises a wall body foundation, wherein fixing plates are arranged at two ends inside the wall body foundation, a plurality of groups of connecting pipes are arranged at one ends of two groups of fixing plates close to each other, a connecting assembly is arranged at the middle position inside the wall body foundation, a reinforcing wall body is arranged at the middle position of the top of the wall body foundation, water guide grooves are formed in the bottoms of two ends of the reinforcing wall body, heat insulation plates are arranged at two ends of the reinforcing wall body, a heat insulation cavity is formed in the inner side of each heat insulation plate, a plurality of groups of shale ceramisites are arranged on the inner side of the heat insulation cavity, a waterproof coating is arranged on the outer side of the heat insulation plate, a plurality of wind deflectors are arranged on the outer side of each water insulation coating in a sleeved mode, and a plurality of wind guide shells are arranged on one sides of the two groups of wind deflectors close to the outer sides of the wind wheels;
the reinforced wall comprises wall bricks, concrete bonding layers, reinforcing rods, connecting plates, fixing rods, concrete coating layers and reinforcing plates, wherein the wall bricks are located at the middle positions of the top of a wall foundation, the wall bricks are provided with multiple groups, adjacent two groups of the wall bricks are fixedly connected through the concrete bonding layers, multiple groups of connecting plates are arranged on the outer sides of the wall bricks and are located in the concrete bonding layers, the multiple groups of the connecting plates are arranged at the top bottom parts, close to each other, of the connecting plates, the reinforcing plates are located on the outer sides of the multiple groups of the connecting plates, the concrete coating layers are located on the outer sides of the multiple groups of the reinforcing plates, and the reinforcing rods are arranged at the bottoms, far away from one side of the wall bricks, of the reinforcing plates.
Preferably, coupling assembling is including consolidating riser, concrete filling layer, slip casting pipe and reinforcement reinforcing bar, consolidate the riser and be located the inside intermediate position department of wall body foundation, the inside inboard that is close to consolidating the riser of wall body foundation is provided with multiunit reinforcement reinforcing bar, multiunit the outside of consolidating the reinforcing bar is provided with and consolidates riser interconnect's concrete filling layer, the inboard of concrete filling layer is provided with the slip casting pipe.
Preferably, two emergency mechanisms are respectively arranged on two sides of the reinforced wall body, and each emergency mechanism comprises a temporary supporting component;
the temporary support assembly comprises a base, a vertical plate, a clamping piece, a sliding rod, a first rotating shaft, a first gear, a second rotating shaft, a second gear and a pull rod, the base is fixedly arranged on the ground, the vertical plate is fixedly arranged at the top of the base, an arc-shaped guide groove which penetrates transversely and is provided with a downward opening direction is formed in the upper portion of the vertical plate, the arc-shaped guide groove extends along two sides of the reinforced wall body, the clamping piece is arranged between the reinforced wall body and the vertical plate, an inward extending limiting groove is formed in one side, close to the reinforced wall body, of the clamping piece, the side wall of the reinforced wall body is located in the limiting groove, the first end of the sliding rod is fixedly connected with the reinforced wall body, and the second end of the sliding rod extends into the arc-shaped guide groove;
the first end of the first rotating shaft is fixedly connected with the clamping piece, the second end of the first rotating shaft penetrates through the vertical plate in the transverse direction and then extends outwards, the first rotating shaft is rotatably connected with the vertical plate, the circle center point of the first rotating shaft is coincided with the circle center point of the arc-shaped guide groove in the plane parallel to the vertical plate, the first gear is installed at the second end of the first rotating shaft, the second rotating shaft is rotatably connected with the vertical plate, the second gear is installed on the second rotating shaft and meshed with the first gear, the first end of the pull rod is fixedly connected with the second rotating shaft, the second end of the pull rod extends upwards, and the second end of the pull rod is connected with the reinforcing wall body through a steel wire rope.
Preferably, the emergency mechanism further comprises a control assembly, the control assembly comprises two pressure sensors, two emergency lamps, a power supply and a controller, the two pressure sensors are respectively installed on the groove walls at the two ends of the arc-shaped guide groove, the emergency lamps are installed on the vertical plate, the power supply and the controller are respectively installed on the base and the vertical plate, and the controller is electrically connected with the pressure sensors, the emergency lamps and the power supply.
Preferably, the bottom of the grouting pipe is communicated with the bottom of the wall foundation, the top of the grouting pipe extends to the outer side of the reinforced wall and is provided with a grouting opening, and the inner side of the grouting opening is provided with a sealing plug.
Preferably, the cross section of the air guide shell is trapezoidal, and one side, away from each other, of each two groups of wind shields is provided with a plurality of groups of through grooves matched with each other through wind wheels.
A municipal wall reinforcing structure and a reinforcing method comprise the following steps:
step one; when the wall foundation is built, an I-shaped mold is adopted to pour the wall foundation, fixing plates are poured at two ends in the wall foundation and are connected by connecting pipes, a plurality of groups of reinforcing vertical pipes connected with a reinforcing wall are poured at the center of the wall foundation, a concrete filling layer and reinforcing steel bars are adopted at the inner side of each reinforcing vertical pipe for reinforcing to form a reinforcing column, and a grouting pipe is poured at the inner side of each reinforcing column for subsequent grouting and filling below the foundation;
step two; when the wall body is built, wall bricks are bonded through a concrete bonding layer, then connecting plates are arranged on the outer sides of bonding positions of the wall bricks, two adjacent groups of the wall bricks are connected, then a plurality of groups of connecting plates are fixedly connected through fixing rods, a plurality of groups of reinforcing plates are arranged on the outer sides of the plurality of groups of connecting plates in a threaded mode, concrete cladding layers are built on the outer sides of the reinforcing plates, and finally waterproof coatings are coated on the outer sides of the concrete cladding layers;
step three; after the reinforced wall body is built, heat insulation plates are installed at two ends of the reinforced wall body, a heat insulation cavity is formed in the inner side of each heat insulation plate, shale ceramisite is filled in the heat insulation cavity from a feeding port, and finally a waterproof coating is coated on the outer side of each heat insulation plate;
step four; after the wall body is built, the water guide groove is obliquely arranged at the bottom of the reinforced wall body, the reinforcing rod positioned on the outer side of the water guide groove is fixedly arranged at the bottom of the reinforcing plate, the arc-shaped flow guide block is poured at the top of the reinforced wall body, and the anti-theft fence is arranged at the top of the arc-shaped flow guide block.
Step five; when the wall body encounters air flow, the air flow can be guided to one side through the trapezoid structure of the air guide shell, so that the air flow flows into the inner side of the air guide shell, when the air flow passes through the inner side of the air guide shell, the air wheel can be blown to rotate continuously, and partial impact force of the air flow is converted into rotating force to consume the strength of the air flow.
The invention has the beneficial effects that:
1. according to the invention, through the mutual matching of the wall bricks, the concrete bonding layer, the connecting plate, the fixing rod, the concrete coating layer and the reinforcing plate, the connecting strength between the wall bricks is improved, the connecting gap can be effectively reinforced and protected, the concrete bonding layer is wrapped, the wall strength is prevented from being reduced due to the loss of the concrete bonding layer, when the wall is stressed, the stress can be firstly dispersed to a plurality of groups of reinforcing plates, and then the stress is dispersed to the connecting plate by the plurality of groups of reinforcing plates, so that the stress of the wall is dispersed to a plurality of groups of wall bricks, the damage to stress points of the wall is reduced, the stability of the wall is further enhanced, and the wall is firmer.
2. The invention utilizes the mutual matching of the connecting pipe, the reinforcing vertical pipe, the concrete filling layer, the grouting pipe, the reinforcing steel bar and the fixing plate to strengthen the overall strength of the wall foundation and the connection stability between the wall foundation and the reinforcing wall, so that the bottom of the wall is more stable, and the wall foundation is not easy to collapse when bearing larger pressure.
3. According to the reinforcing rod, the waterproof coating and the water guide groove are matched with each other, rainwater can be guided into the water guide groove and discharged outwards, the erosion of the rainwater to the reinforced wall body and the impact of the rainwater on a soil layer at the bottom of the reinforced wall body are reduced by matching with the waterproof coating, the service life of the wall body is prolonged, the reinforcing rod can protect the water guide groove at the inner side while improving the strength of the bottom of the reinforcing plate, and the water guide groove is prevented from being deformed after being impacted to influence the drainage of the wall body.
4. According to the invention, through the mutual matching of the heat-insulation board, the heat-insulation cavity and the shale ceramisite, the wall body can be isolated and stored for the temperatures at two sides of the wall body through the design of the two layers of heat-insulation boards and the internal heat-insulation cavity, so that the damage of the high temperature to the wall body is reduced, and the shale ceramisite filled in the heat-insulation cavity can increase the heat-insulation effect of the wall body, continuously absorb the moisture in the wall body, further reduce the damage of the moisture to the wall body, and can be replaced after being used for a period of time, so that the heat-insulation effect of the wall body is improved.
5. According to the wind shield, the wind guide shell and the wind wheels are matched with each other, when the wall body encounters an air flow, the air flow can be guided to one side in a centralized mode, the air flow blows the wind wheels to rotate continuously, partial impact force of the air flow is converted into rotating force, so that the impact force of the air flow is consumed gradually, the air flow strength is greatly reduced after the air flow flows through the plurality of groups of wind wheels, the wall body has a good wind-proof effect, and damage caused by direct collision of the air flow on the wall body is reduced.
6. The invention realizes the protection of the reinforced wall under the crisis condition through the emergency mechanism. When the reinforced wall body collapses, the sliding rod can support one side of the reinforced wall body, and the pull rod forms pulling force on the other side of the reinforced wall body through the steel wire rope, so that the reinforced wall body is temporarily supported, and personnel nearby the reinforced wall body can timely evacuate. Meanwhile, the controller controls the emergency lamp to emit light to remind people around not to be close to the reinforced wall.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present application and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained from the drawings without inventive effort.
FIG. 1 is a front sectional view of embodiment 1 of the present invention;
FIG. 2 is a front view of embodiment 1 of the present invention;
FIG. 3 is a side sectional view of embodiment 1 of the present invention;
fig. 4 is a side sectional view of a connecting member in embodiment 1 of the invention;
FIG. 5 is a top sectional view of a wall foundation in example 1 of the present invention;
FIG. 6 is an enlarged view taken at A in FIG. 3;
fig. 7 is a top sectional view of the connecting member in embodiment 1 of the present invention;
FIG. 8 is a front sectional view of an insulating sheet in example 1 of the present invention;
fig. 9 is a top sectional view of the air guide casing in embodiment 1 of the present invention;
FIG. 10 is a schematic structural view of example 2 of the present invention;
FIG. 11 is a side view of the structure of FIG. 10;
fig. 12 is a partial structural schematic diagram of embodiment 2 of the present invention.
In the figure: 1. wall foundation; 2. a connecting pipe; 3. wall bricks; 4. a concrete bonding layer; 5. A reinforcing rod; 6. a connecting plate; 7. fixing the rod; 8. a concrete cladding layer; 9. a water-resistant coating; 10. a reinforcing plate; 11. reinforcing the vertical pipe; 12. a concrete filling layer; 13. a grouting pipe; 14. Reinforcing steel bars; 15. a water chute; 16. reinforcing the wall body; 17. a fixing plate; 18. a thermal insulation board; 19. a thermally insulating cavity; 20. shale ceramsite; 21. a wind deflector; 22. an air guide shell; 23. a wind wheel; 30. an emergency mechanism; 40. a temporary support assembly; 41. a base; 42. a vertical plate; 421. an arc-shaped guide groove; 43. a clamping member; 44. a slide bar; 45. a first rotating shaft; 46. a first gear; 47. a second rotating shaft; 48. a second gear; 49. a pull rod; 491. a wire rope; 50. a control component; 51. a pressure sensor; 52. an emergency light; 53. a power source; 54. and a controller.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. The components of the embodiments of the present application, generally described and illustrated in the figures herein, can be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present application, presented in the accompanying drawings, is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the embodiments of the present application, it should be noted that the indication of orientation or positional relationship is based on the orientation or positional relationship shown in the drawings, or the orientation or positional relationship which is usually placed when the product of the application is used, or the orientation or positional relationship which is usually understood by those skilled in the art, or the orientation or positional relationship which is usually placed when the product of the application is used, and is only for the convenience of describing the application and simplifying the description, but does not indicate or imply that the indicated device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the application. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance.
In the description of the embodiments of the present application, it should also be noted that, unless otherwise explicitly stated or limited, the terms "disposed," "mounted," and "connected" are to be construed broadly, and may for example be fixedly connected, detachably connected, or integrally connected; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present application can be understood in a specific case by those of ordinary skill in the art.
Referring to fig. 1-12, the present invention provides a technical solution: a municipal wall reinforcing structure comprises a wall foundation 1, wherein fixing plates 17 are arranged at two ends inside the wall foundation 1, a plurality of groups of connecting pipes 2 are arranged at one ends of the two groups of fixing plates 17 close to each other, a connecting assembly is arranged at the middle position inside the wall foundation 1, a reinforcing wall 16 is arranged at the middle position of the top of the wall foundation 1, water guide grooves 15 are arranged at the bottoms of two ends of the reinforcing wall 16, heat insulation plates 18 are arranged at two ends of the reinforcing wall 16, heat insulation cavities 19 are arranged at the inner sides of the heat insulation plates 18, a plurality of groups of shale ceramisites 20 are arranged at the inner sides of the heat insulation cavities 19, and the shale ceramisites 20 have better moisture absorption performance, the porosity is high, the heat insulation capability is good, a waterproof coating 9 is arranged on the outer side of the heat insulation board 18, wind deflectors 21 are arranged on the outer side of the waterproof coating 9, a plurality of groups of wind wheels 23 are sleeved on the inner sides of the two groups of wind deflectors 21, and a plurality of groups of wind guide shells 22 are arranged on one sides of the two groups of wind deflectors 21 close to the outer sides of the wind wheels 23;
in embodiment 1, the reinforced wall 16 includes wall bricks 3, concrete adhesive layers 4, reinforcing rods 5, connecting plates 6, fixing rods 7, concrete coating layers 8 and reinforcing plates 10, the wall bricks 3 are located at the middle position of the top of the wall foundation 1, the wall bricks 3 are provided with multiple groups, two adjacent groups of wall bricks 3 are fixedly connected through the concrete adhesive layers 4, multiple groups of connecting plates 6 are arranged on the outer sides of the wall bricks 3, the multiple groups of connecting plates 6 are located on the outer sides of the concrete adhesive layers 4, multiple groups of fixing rods 7 are arranged at the top and bottom parts of the multiple groups of connecting plates 6 close to each other, the reinforcing plates 10 are located on the outer sides of the multiple groups of connecting plates 6, the concrete coating layers 8 are located on the outer sides of the multiple groups of reinforcing plates 10, and the reinforcing rods 5 are arranged at the bottom parts of the reinforcing plates 10 far away from the wall bricks 3;
as a preferable embodiment of the present embodiment: coupling assembling is including consolidating riser 11, concrete filling layer 12, slip casting pipe 13 and reinforcing bar 14, it is located 1 inside intermediate position department of wall foundation to consolidate riser 11, 1 inside inboard that is close to consolidating riser 11 of wall foundation is provided with multiunit reinforcing bar 14, multiunit reinforcing bar 14's the outside is provided with and consolidates riser 11 interconnect's concrete filling layer 12, the inboard of concrete filling layer 12 is provided with slip casting pipe 13, promote wall foundation 1 and 16 joint strength of reinforcing wall 16
The inboard of reinforcing plate 10 is provided with the multiunit screw, and reinforcing plate 10 passes through the screw to be connected with connecting plate 6, and the outside of reinforcing plate 10 sets up multiunit pot hole, and concrete coating 8 can imbed the pot hole inslot, strengthens the adhesive strength between concrete coating 8 and the reinforcing plate 10.
The top of the reinforcing wall body 16 is provided with an arc-shaped flow guide block which can guide rainwater, and the top of the arc-shaped flow guide block is provided with an anti-theft fence to prevent the rainwater from crossing the wall body.
The reinforced vertical pipe 11 is made of a hexagonal structure, the top of the reinforced vertical pipe 11 extends into the reinforced wall 16 and is fixedly connected with the reinforced wall 16, and the reinforced vertical pipe 1 and the reinforced wall 16 are connected from the central position of the wall foundation 1 and the reinforced wall 16, so that the connection strength is enhanced.
The bottom of slip casting pipe 13 communicates with the bottom of wall foundation 1, and the top of slip casting pipe 13 extends to the outside of reinforcing wall 16 and is provided with the slip casting mouth, and the inboard of slip casting mouth is provided with the sealing plug, when the sunken condition of wall foundation appears, can pour into the filler into to the below of wall foundation 1 and fill, solves the sunken problem of wall foundation
The wall foundation 1 is made of an I-shaped structure, and partial soil layers are embedded into grooves at two ends of the wall foundation 1 through the I-shaped structure of the wall foundation 1, so that the bonding strength of the wall foundation 1 and the soil layers can be improved, and the wall foundation 1 is prevented from sinking.
The heat insulation board 18 is made of a foam glass heat insulation board, the heat insulation performance is good, a feeding opening is formed in the middle of the top of the heat insulation cavity 19, a discharging opening is formed in one side, far away from the heat insulation cavity 3, of the bottom of the heat insulation cavity 19, sealing covers are arranged on the outer sides of the discharging opening and the feeding opening, and therefore the shale ceramsite 20 can be conveniently replaced.
As a preferable embodiment of the present embodiment: the cross section shape of wind-guiding shell 22 is trapezoidal, is convenient for carry out the water conservancy diversion to the air current, and one side that two sets of deep beads 21 kept away from each other is provided with the logical groove that multiunit wind wheel 23 mutually supported, makes wind wheel 23 can rotate.
In embodiment 2, the reinforced wall 16 is provided with one emergency mechanism 30 on each side, and the emergency mechanism 30 includes a temporary support member 40. The temporary supporting assembly 40 includes a base 41, a vertical plate 42, a clamping member 43, a sliding rod 44, a first rotating shaft 45, a first gear 46, a second rotating shaft 47, a second gear 48 and a pull rod 49.
The base 41 is fixedly mounted on the ground by means of anchor rods. The vertical plate 42 is fixedly installed on the top of the base 41, an arc-shaped guide groove 421 which penetrates through the vertical plate 42 in the transverse direction and has a downward opening direction is formed in the upper portion of the vertical plate 42, and the arc-shaped guide groove 421 extends along two sides of the reinforced wall 16. The clamping member 43 is disposed between the reinforcing wall 16 and the vertical plate 42, preferably, the clamping member 43 is made of steel material, one side of the clamping member 43 close to the reinforcing wall 16 is provided with an inwardly extending limiting groove, the limiting groove is adapted to a side wall of the reinforcing wall 16, and the side wall of the reinforcing wall 16 is located in the limiting groove. The first end of the sliding rod 44 is fixedly connected to the reinforced wall 16, and the second end of the sliding rod 44 extends into the arc-shaped guide groove 421.
The first end of the first rotating shaft 45 is fixedly connected with the clamping piece 43, the second end of the first rotating shaft 45 transversely penetrates through the vertical plate 42 and then extends outwards, and the first rotating shaft 45 is rotatably connected with the vertical plate 42. The center point of the first rotating shaft 45 coincides with the center point of the arc guide groove 421 in a plane parallel to the vertical plate 42, so that the slide bar 44 slides in the same direction in the arc guide groove 421 when the first rotating shaft 45 rotates. The first gear 46 is fixedly installed at the second end of the first rotating shaft 45, and the second rotating shaft 47 is rotatably connected with the vertical plate 42. The second gear 48 is fixedly mounted on the second rotating shaft 47 and is meshed with the first gear 46. The first end of the pull rod 49 is fixedly connected with the second rotating shaft 47, the second end of the pull rod 49 extends upwards, and the second end of the pull rod 49 is connected with the reinforced wall 16 through a steel wire 491.
The reinforced wall 16 is still at risk of collapse if exposed to extreme weather, such as an earthquake or heavy rain. When the reinforced wall 16 is collapsed to one side, the first rotating shaft 45 is rotated by the clamping member 43, the sliding rod 44 is also slid in the arc-shaped guide groove 421, and when the sliding rod 44 is contacted with one end of the arc-shaped guide groove 421, the sliding rod 44 supports one side of the reinforced wall 16. In addition, when the first rotating shaft 45 rotates, the second end of the pull rod 49 rotates in the opposite direction of the slide rod 44 under the transmission of the first gear 46 and the second gear 48, and forms a pulling force on the other side of the reinforced wall 16 through the wire 491. At this time, one side of the reinforced wall 16 is supported, and the other side of the reinforced wall 16 is pulled, so that the emergency mechanism 30 temporarily supports the reinforced wall 16, the reinforced wall 16 does not collapse suddenly, and people near the reinforced wall 16 can evacuate timely.
The same situation occurs when the reinforced wall 16 collapses towards the other side, and will not be described in detail here.
As a preferable embodiment of the present embodiment: the emergency mechanism 30 further comprises a control assembly 50, the control assembly 50 comprising a pressure sensor 51, an emergency light 52, a power supply 53 and a controller 54. The pressure sensors 51 have two pressure sensors 51, and the two pressure sensors 51 are respectively fixedly installed on the groove walls at the two ends of the arc-shaped guide groove 421. The emergency lamp 52 is fixedly mounted on the vertical plate 42. The power supply 53 and the controller 54 are respectively arranged on the base 41 and the vertical plate 42, and the controller 54 is electrically connected with the pressure sensor 51, the emergency lamp 52 and the power supply 53.
When the slide bar 44 comes into contact with one end of the arc-shaped guide groove 421, a large pressure is applied to the corresponding pressure sensor 51, which means that the reinforced wall 16 is at this time at a large risk of collapse. The pressure sensor 51 transmits a signal to the controller 54 and the controller 54 controls the emergency lights 52 to illuminate to alert surrounding persons not to be near the reinforced wall 16.
A municipal wall reinforcing structure and a reinforcing method comprise the following steps:
step one; when the wall foundation 1 is built, an I-shaped mold is adopted to pour the wall foundation 1, fixing plates 17 are poured at two ends in the wall foundation 1 and are connected by connecting pipes 2, a plurality of groups of reinforcing vertical pipes 11 connected with a reinforcing wall 16 are poured at the center of the wall foundation 1, a concrete filling layer 12 and reinforcing steel bars 14 are adopted to reinforce the inner side of each reinforcing vertical pipe to form a reinforcing column, and a grouting pipe 13 is poured at the inner side of each reinforcing column and can be used for filling the lower part of the foundation in the subsequent grouting process;
step two; when a wall body is built, wall bricks 3 are bonded through a concrete bonding layer 4, then connecting plates 6 are arranged on the outer sides of bonding positions of the wall bricks 3, two adjacent groups of the wall bricks 3 are connected, then a plurality of groups of the connecting plates 6 are fixedly connected through fixing rods 7, a plurality of groups of reinforcing plates 10 are arranged on the outer sides of the groups of the connecting plates 6 in a threaded mode, a concrete coating layer 8 is built on the outer sides of the reinforcing plates 10, and finally a waterproof coating layer 9 is coated on the outer sides of the concrete coating layer 8;
step three; after the reinforced wall body 16 is built, heat insulation plates 18 are arranged at two ends of the reinforced wall body, a heat insulation cavity 19 is formed in the inner side of each heat insulation plate 18, shale ceramisite 20 is filled in the heat insulation cavity 19 from a feeding port, and finally a waterproof coating 9 is coated on the outer side of each heat insulation plate 18;
step four; after the wall body is built, the water chute 15 is obliquely arranged at the bottom of the reinforced wall body 16, the reinforcing rod 5 positioned on the outer side of the water chute 15 is fixedly arranged at the bottom of the reinforcing plate 10, the arc-shaped flow guide block is poured at the top of the reinforced wall body 16, and the anti-theft fence is arranged at the top of the arc-shaped flow guide block.
Step five; when the wall body encounters an air flow, the air flow can be guided to one side through the trapezoid structure of the air guide shell 22, so that the air flow flows into the inner side of the air guide shell 22, and when the air flow passes through the inner side of the air guide shell 22, the air wheel 23 can be blown to rotate continuously, and partial impact force of the air flow is converted into rotating force to consume the strength of the air flow.
The working principle is as follows: when the wall body is built, the fixing plate 17 is connected with the connecting pipe 2, the integral strength in the wall body foundation 1 is enhanced, part of soil layers are embedded into grooves at two ends of the wall body foundation 1 through the I-shaped structure of the wall body foundation 1, the bonding strength between the wall body foundation 1 and the soil layers can be improved, the wall body foundation 1 is prevented from sinking, a high-strength reinforcing column is formed through the reinforcing vertical pipe 11, the concrete filling layer 12, the grouting pipe 13 and the reinforcing steel bars 14, the connection strength is enhanced, and if the wall body foundation sinks, a filler can be injected below the wall body foundation 1 for filling, so that the problem that the wall body foundation sinks is solved;
when the wall is stressed, the wall bricks 3, the connecting plates 6, the concrete coating layer 8 and the reinforcing plate 10 can disperse the stress layer by layer, the firmness of the wall is improved, the concrete coating layer 8 can be embedded into the pit grooves when the concrete coating layer 8 is bonded with the reinforcing plate 10 through the pit grooves, the bonding strength between the concrete coating layer 8 and the reinforcing plate 10 is enhanced, a plurality of groups of connecting plates 6 are connected through the fixing rods 7, the stress can be further dispersed, the concrete bonding layer 4 can be wrapped up due to the fact that the connecting plates 6 are located on the outer side of the concrete bonding layer 4, the concrete bonding layer 4 is protected, the connecting plates 6 and the wall bricks 3 are mutually attached, the connection stability between adjacent bricks is enhanced, and the whole wall is further reinforced;
in rainy days, rainwater can be guided to two sides through the arc-shaped blocks, when the rainwater flows outside the reinforced wall body 16, the rainwater can be blocked through the waterproof coating 9, the rainwater is prevented from permeating into the reinforced wall body 16, then the rainwater can flow to the water guide groove 15 and is guided to the outside and discharged, the drainage capacity is good, the strength of the bottom of the reinforcing plate 10 is enhanced through the inclined structure of the reinforcing rod 5, the reinforcing rod 5 can be protected, and the reinforcing rod 5 is prevented from being collided;
the wall body can be isolated and stored for the temperature at two sides of the wall body through the two layers of heat insulation plates 18 and the heat insulation cavity 19, the damage to the wall body caused by high temperature is reduced, the shale ceramsite 20 filled in the heat insulation cavity 19 can increase the heat insulation effect of the wall body and absorb moisture in the wall body, and after the shale ceramsite 20 is used for a period of time, the shale ceramsite 20 can be discharged from a discharge port and then added into a new shale ceramsite 20 through a feed port;
when the wall body encounters an air flow, the air flow can be guided to one side through the trapezoid structure of the air guide shell 22, so that the air flow flows into the inner side of the air guide shell 22, when the air flow passes through the inner side of the air guide shell 22, the air wheel 23 can be blown to rotate continuously, partial impact force of the air flow is converted into rotating force, the strength of the air flow is consumed, after the air flow passes through the plurality of groups of wind wheels 23, the strength of the air flow can be reduced, and the damage of the air flow to the wall body is reduced.
The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims (7)
1. A municipal wall reinforcing structure and a reinforcing method are characterized in that: the heat insulation plate is characterized by comprising a wall foundation, wherein fixing plates are arranged at two ends inside the wall foundation, a plurality of groups of connecting pipes are arranged at one ends of two groups of fixing plates close to each other, a connecting assembly is arranged at the middle position inside the wall foundation, a reinforcement wall is arranged at the middle position of the top of the wall foundation, water guide grooves are formed in the bottoms of two ends of the reinforcement wall, heat insulation plates are arranged at two ends of the reinforcement wall, a heat insulation cavity is formed in the inner side of each heat insulation plate, a plurality of groups of shale ceramisites are arranged in the inner side of the heat insulation cavity, a waterproof coating is arranged on the outer side of each heat insulation plate, wind shields are arranged on the outer side of each waterproof coating, a plurality of groups of wind wheels are sleeved on the inner sides of the two groups of wind shields, and a plurality of wind guide shells are arranged on one sides of the two groups of wind shields close to the wind wheels;
the reinforced wall comprises wall bricks, concrete bonding layers, reinforcing rods, connecting plates, fixing rods, concrete coating layers and reinforcing plates, wherein the wall bricks are located at the middle positions of the top of a wall foundation, the wall bricks are provided with multiple groups, adjacent two groups of the wall bricks are fixedly connected through the concrete bonding layers, multiple groups of connecting plates are arranged on the outer sides of the wall bricks and are located in the concrete bonding layers, the multiple groups of the connecting plates are arranged at the top bottom parts, close to each other, of the connecting plates, the reinforcing plates are located on the outer sides of the multiple groups of the connecting plates, the concrete coating layers are located on the outer sides of the multiple groups of the reinforcing plates, and the reinforcing rods are arranged at the bottoms, far away from one side of the wall bricks, of the reinforcing plates.
2. The municipal wall reinforcing structure and the reinforcing method according to claim 1, wherein: coupling assembling is including consolidating riser, concrete filling layer, slip casting pipe and reinforcement reinforcing bar, consolidate the riser and be located the inside intermediate position department of wall body foundation, the inside inboard that is close to the reinforcement riser of wall body foundation is provided with multiunit reinforcement reinforcing bar, multiunit the outside of reinforcement reinforcing bar is provided with and consolidates riser interconnect's concrete filling layer, the inboard of concrete filling layer is provided with the slip casting pipe.
3. The municipal wall reinforcing structure and the reinforcing method according to claim 1, wherein: two sides of the reinforced wall body are respectively provided with an emergency mechanism, and each emergency mechanism comprises a temporary supporting component;
the temporary support assembly comprises a base, a vertical plate, a clamping piece, a sliding rod, a first rotating shaft, a first gear, a second rotating shaft, a second gear and a pull rod, the base is fixedly arranged on the ground, the vertical plate is fixedly arranged at the top of the base, an arc-shaped guide groove which penetrates transversely and is provided with a downward opening direction is formed in the upper portion of the vertical plate, the arc-shaped guide groove extends along two sides of the reinforced wall body, the clamping piece is arranged between the reinforced wall body and the vertical plate, an inward extending limiting groove is formed in one side, close to the reinforced wall body, of the clamping piece, the side wall of the reinforced wall body is located in the limiting groove, the first end of the sliding rod is fixedly connected with the reinforced wall body, and the second end of the sliding rod extends into the arc-shaped guide groove;
the first end of the first rotating shaft is fixedly connected with the clamping piece, the second end of the first rotating shaft penetrates through the vertical plate in the transverse direction and then extends outwards, the first rotating shaft is rotatably connected with the vertical plate, the circle center point of the first rotating shaft is coincided with the circle center point of the arc-shaped guide groove in the plane parallel to the vertical plate, the first gear is installed at the second end of the first rotating shaft, the second rotating shaft is rotatably connected with the vertical plate, the second gear is installed on the second rotating shaft and meshed with the first gear, the first end of the pull rod is fixedly connected with the second rotating shaft, the second end of the pull rod extends upwards, and the second end of the pull rod is connected with the reinforcing wall body through a steel wire rope.
4. The municipal wall reinforcing structure and the reinforcing method according to claim 3, wherein: the emergency mechanism further comprises a control assembly, the control assembly comprises two pressure sensors, an emergency lamp, a power supply and a controller, the two pressure sensors are respectively installed on the groove walls at the two ends of the arc-shaped guide groove, the emergency lamp is installed on the vertical plate, the power supply and the controller are respectively installed on the base and the vertical plate, and the controller is electrically connected with the pressure sensors, the emergency lamp and the power supply.
5. The municipal wall reinforcing structure and the reinforcing method according to claim 2, wherein: the bottom of the grouting pipe is communicated with the bottom of the wall foundation, the top of the grouting pipe extends to the outer side of the reinforced wall and is provided with a grouting opening, and the inner side of the grouting opening is provided with a sealing plug.
6. The municipal wall reinforcing structure and the reinforcing method according to claim 1, wherein: the cross section of the air guide shell is trapezoidal, and one side, away from each other, of the two groups of wind shields is provided with a plurality of groups of through grooves matched with the wind wheels.
7. A municipal wall reinforcing structure and method of reinforcing, comprising a municipal wall reinforcing structure according to any one of claims 1 to 7, the method comprising the steps of:
step one; when the wall foundation is built, an I-shaped mold is adopted to pour the wall foundation, fixing plates are poured at two ends in the wall foundation and are connected by connecting pipes, a plurality of groups of reinforcing vertical pipes connected with a reinforcing wall are poured at the center of the wall foundation, a concrete filling layer and reinforcing steel bars are adopted at the inner side of each reinforcing vertical pipe for reinforcing to form a reinforcing column, and a grouting pipe is poured at the inner side of each reinforcing column for subsequent grouting and filling below the foundation;
step two; when the wall body is built, wall bricks are bonded through a concrete bonding layer, then connecting plates are arranged on the outer sides of the bonding positions of the wall bricks, two adjacent groups of the wall bricks are connected, then a plurality of groups of connecting plates are fixedly connected through fixing rods, a plurality of groups of reinforcing plates are arranged on the outer sides of the plurality of groups of connecting plates in a threaded mode, and concrete cladding layers are built on the outer sides of the reinforcing plates;
step three; after the reinforced wall body is built, heat insulation plates are installed at two ends of the reinforced wall body, a heat insulation cavity is formed in the inner side of each heat insulation plate, shale ceramisite is filled in the heat insulation cavity from a feeding port, and finally a waterproof coating is coated on the outer side of each heat insulation plate;
step four; after the wall body is built, a water chute is obliquely arranged at the bottom of the reinforced wall body, a reinforcing rod positioned outside the water chute is fixedly arranged at the bottom of the reinforcing plate, an arc-shaped flow guide block is poured at the top of the reinforced wall body, and an anti-theft fence is arranged at the top of the arc-shaped flow guide block;
step five; when the wall body encounters air flow, the air flow can be guided to one side through the trapezoid structure of the air guide shell, so that the air flow flows into the inner side of the air guide shell, when the air flow passes through the inner side of the air guide shell, the air wheel can be blown to rotate continuously, and partial impact force of the air flow is converted into rotating force to consume the strength of the air flow.
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