CN115306180A - Laying-down tool for ancient building masonry wall and dismantling method thereof - Google Patents
Laying-down tool for ancient building masonry wall and dismantling method thereof Download PDFInfo
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- CN115306180A CN115306180A CN202211070791.6A CN202211070791A CN115306180A CN 115306180 A CN115306180 A CN 115306180A CN 202211070791 A CN202211070791 A CN 202211070791A CN 115306180 A CN115306180 A CN 115306180A
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- 238000000034 method Methods 0.000 title claims abstract description 29
- 239000000178 monomer Substances 0.000 claims description 51
- 239000011449 brick Substances 0.000 claims description 33
- 238000005520 cutting process Methods 0.000 claims description 11
- 238000000638 solvent extraction Methods 0.000 claims description 3
- 238000005096 rolling process Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 4
- 239000012634 fragment Substances 0.000 description 4
- 230000006378 damage Effects 0.000 description 3
- 230000001681 protective effect Effects 0.000 description 3
- 238000004804 winding Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000002372 labelling Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
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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
- E04G23/08—Wrecking of buildings
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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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
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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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/167—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements
- E04G21/168—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements used for tilting, e.g. from horizontal to vertical position or vice versa
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- Civil Engineering (AREA)
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- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The application discloses a laying-down tool for an ancient building masonry wall and a dismantling method of the laying-down tool. The frock of falling of ancient building masonry wall body includes: the anti-scattering fixture comprises an anti-scattering fixture, two anti-scattering clamp plates and a frame body, wherein the frame body comprises two bottom beams, a top beam, two groups of edge vertical beams fixedly connected with the bottom beams and the top beam and a plurality of bottom support screws; a plurality of bottom support screws penetrate between the two bottom beams and the two anti-scattering clamp plates and upwards support the single wall body; a fixed pulley fixed on the top beam is arranged at a gap between the top beam and the top end of the single wall body; the supporting structure is fixed in the foundation, and the edge vertical beam is hinged to the supporting structure through a rotating shaft; the power tool comprises a first winch and a second winch; the first winch and the second winch are connected to the fixed pulley through a guy cable and a traction rope respectively; the first winch and the second winch are matched to control the rotating speed of the single wall body around the supporting structure. The laying-down tool for the ancient building masonry wall can enable the single wall to be dismantled on the ground, and is high in dismantling efficiency.
Description
Technical Field
The application relates to the technical field of ancient buildings, in particular to a laying-down tool for an ancient building masonry wall and a dismantling method of the laying-down tool.
Background
Over time, some historic buildings become mottled and damaged gradually, but some historic buildings have great protection value, and therefore protective repair of the historic buildings is needed. Generally, there are two ways of repair, one being to perform a simple treatment of the appearance; the other method is to demolish the ancient building layer by layer, treat the demolished bricks, tiles and other objects, and then rebuild the demolished bricks and tiles after the treatment, thus realizing the protective repair of the ancient building and keeping the wind mining of the ancient building to the maximum extent.
However, in the layer-by-layer dismantling process, an operation frame needs to be set up so as to send an operator to a certain height for dismantling construction. An operator stands on the frame, the bricks are disassembled block by block, the bricks are conveyed to the ground for cleaning, and the bricks are built again after the cleaning.
As such, two problems arise during the dismantling process:
1. an operator stands on a higher operating frame for construction, so that the falling risk exists;
2. the objects such as old bricks, old tiles and the like are disassembled one by one, then the objects such as the old bricks, the old tiles and the like are placed on the conveying device one by one, then the objects are conveyed to the ground and disassembled, and finally the objects are cleaned, so that the whole dismantling efficiency is low.
Therefore, a new laying tool for the ancient building masonry wall is needed to be designed.
Content of application
Therefore, the technical problem that this application will be solved lies in overcoming the ancient building masonry wall among the prior art and demolishs inefficiency, and operating personnel has the defect of the risk of falling to provide the frock of falling of ancient building masonry wall and demolishs the method.
In order to solve the technical problem, the technical scheme of the application is as follows:
the utility model provides a frock of falling of ancient building masonry wall body, includes:
the anti-scattering tool comprises two anti-scattering clamp plates and a frame body, wherein the two anti-scattering clamp plates are suitable for being respectively blocked at two opposite sides of a single wall body, the frame body is positioned at the outer sides of the anti-scattering clamp plates and used for fixing the two anti-scattering clamp plates, and the frame body comprises two bottom beams, a top beam, two groups of edge vertical beams and a plurality of bottom support screw rods, wherein the two bottom beams are respectively positioned at the outer sides of the two anti-scattering clamp plates, the top beam is positioned above the single wall body, the two groups of edge vertical beams are used for fixedly connecting the bottom beams and the top beam together from two ends of the bottom beams and the top beam, and the bottom support screw rods are arranged on the frame body; the plurality of bottom support screws penetrate between the two bottom beams and the two anti-scattering clamp plates and upwards support the single wall body; a fixed pulley fixed on the top beam is arranged at a gap between the top beam and the top end of the single wall body;
the supporting structure is suitable for being partially inserted and fixed in a foundation, and the edge vertical beam is hinged to the part of the supporting structure, which is exposed out of the foundation, through a rotating shaft;
the power tool comprises a first winch positioned on one side of the single wall body and a second winch positioned on the other side of the single wall body; the first winch is connected to the fixed pulley through a stay rope, and the second winch is connected to the fixed pulley through a traction rope; the first winch drives the anti-loosening tool and the single wall body to wind through rolling the inhaul cable, the supporting structure topples over towards one side of the first winch, and the second winch controls the anti-loosening tool and the single wall body to wind through unreeling the hauling cable.
Further, the height of the anti-scattering splint is greater than or equal to the height of the single wall body.
Furthermore, the anti-slip device further comprises an anti-slip rod, wherein the anti-slip rod is inserted and fixed in the foundation and is arranged opposite to the supporting structure, and the anti-slip rod is suitable for limiting the single wall body to move towards the direction far away from the supporting structure.
Furthermore, the device also comprises a middle vertical beam positioned between the two groups of edge vertical beams, and the middle vertical beam is fixedly connected between the bottom beam and the top beam.
In the first step, the horizontal distance value between the first winch and the rotating shaft is larger than or equal to the height value of the frame body.
The technical scheme of the application has the following advantages:
1. the application provides a frock of falling of ancient building masonry wall body, because prevent that scattered splint can follow the both sides of monomer wall body and carry the monomer wall body, the framework can fix in the both sides of preventing scattered splint again and prevent scattered splint, and the collet screw rod upwards holds the monomer wall body from the bottom of monomer wall body, so, the monomer wall body is being difficult for scattering putting the in-process, and, with the help of the cooperation of first book winnower and second hoist engine, the speed of falling of steerable monomer wall body, let the monomer wall body at the uniform velocity as far as possible, slowly fall, avoid falling the excessive speed, the monomer wall body scatters because of striking the ground, damaged. After the monomer wall body is laid down, operating personnel is under construction to the monomer wall body subaerial, can avoid the risk that operating personnel high altitude falls, and in addition, operating personnel can follow four directions of monomer wall body and demolish the operation to the monomer wall body simultaneously, compares and only constructs from the top successive layer that is the monomer wall body of erectting the state, and the back is laid down to the monomer wall body to the frock of laying down of ancient building masonry wall body that this embodiment provided, and the efficiency that operating personnel demolishd fragment of brick on the monomer wall body can improve the triple.
2. The application provides a frock of falling of ancient building masonry wall body, the height that highly is greater than or equal to monomer wall body of anti-scatter splint, therefore, can avoid falling monomer wall body in-process, the brick drops out from the top of anti-scatter splint
3. The application provides a frock of falling of ancient building masonry wall body, the horizontal distance numerical value between first hoist engine to the rotation axis is more than or equal to the high numerical value of framework, can avoid monomer wall body to fall the in-process and pound the first hoist engine of damage.
A method for dismantling an ancient building masonry wall comprises the following steps:
s1: partitioning a building wall to obtain a partitioned single wall;
s2: installing a laying-down tool on the monomer wall body after the blocking: the laying-down tool adopts the laying-down tool of the historic building masonry wall;
s3: chiseling off structures between the adjacent single wall bodies to enable the single wall bodies to be arranged independently;
s4: and starting a first winch and a second winch on the laying-down tool, controlling the laying-down speed of the single wall body by means of the first winch and the second winch, and laying down the single wall body on the ground.
Further, the method also comprises the following steps:
s5: transferring the single wall bodies which are laid down to a cutting area;
s6: cutting bricks along the brick joints of the single wall body;
s7: and the bricks are orderly stacked.
Further, in the step S5, after the monomer wall is transferred to the cutting area, the laying-down tool needs to be removed.
Further, in the step S6, before cutting, the single wall body is soaked in the brick joints on the ground to weaken the strength of the brick joints.
Further, in the step S1, the positions of the openings of the columns and the doors and windows in the building wall are blocked, and the height of the blocked single wall is not more than 2m and the length direction is not more than 4m.
This application technical scheme has following advantage:
1. the application provides a demolition method of ancient building masonry wall body, behind each monomer wall body of building wall body piecemeal formation, with the help of the frock of falling, can fall monomer wall body safety subaerial, compare and demolish the operation on vertical monomer wall body, demolish the operation on ground, can avoid operating personnel risk that drops, simultaneously, operating personnel can follow four directions of monomer wall body and demolish monomer wall body simultaneously, demolish efficiency and can improve the triple.
2. The application provides a demolition method of ancient building masonry wall body soaks the brickwork joint on ground to demolish again after weakening brickwork joint strength, can minimize and demolish the in-process to the destruction of fragment of brick, improve the reuse rate of fragment of brick.
Drawings
In order to more clearly illustrate the detailed description of the present application or the technical solutions in the prior art, the drawings needed to be used in the detailed description of the present application or the prior art description will be briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present application, and other drawings can be obtained by those skilled in the art without creative efforts.
Fig. 1 is a schematic side view of a laying-down tool of a historic building masonry wall body and a single wall body in cooperation;
fig. 2 is a front schematic view of the combination of the laying tool of the historic building masonry wall and the building wall.
Description of reference numerals:
1. anti-scatter splints; 2. a frame body; 21. a bottom beam; 22. a top beam; 23. an edge vertical beam; 24. a middle vertical beam; 25. a collet screw; 26. a fixed pulley; 3. a support structure; 4. a power tool; 41. a first winding machine; 42. a pull cable; 43. a second hoist; 44. a hauling rope; 5. an anti-slip rod; 6. a rotating shaft; 7. a foundation; 8. building a wall body; 9. a single wall body.
Detailed Description
The technical solutions of the present application will be described clearly and completely with reference to the accompanying drawings, and it is to be understood that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments. All other embodiments obtained by a person of ordinary skill in the art based on the embodiments in the present application without making any creative effort belong to the protection scope of the present application.
In the description of the present application, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed in a particular orientation, and operate, and thus should not be construed as limiting the present application. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present application, it should be noted that, unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, a fixed connection, a detachable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in this application will be understood to be a specific case for those of ordinary skill in the art.
In addition, the technical features mentioned in the different embodiments of the present application described below can be combined with each other as long as they do not conflict with each other.
Example 1
As shown in fig. 1 to fig. 2, the present embodiment provides a laying-down tool for an ancient building masonry wall, which is used for dismantling the ancient building masonry wall, before dismantling, a building wall 8 is firstly divided into a plurality of single walls 9, and then the single walls 9 are dismantled one by one after carrying out labeling. The laying-down tool for the ancient building masonry wall comprises an anti-scattering tool, a supporting structure 3 and a power tool 4.
Prevent loosing frock including being suitable for keeping off respectively at the double-phase offside two of monomer wall body 9 and preventing loosing splint 1 to and be located and prevent loosing splint 1 outside with fixed two framework 2 that prevent loosing splint 1.
The height of the anti-scattering clamp plate 1 is larger than or equal to that of the single wall body 9, so that bricks can be prevented from falling out of the top end of the anti-scattering clamp plate 1 in the process of laying down the single wall body 9.
The frame body 2 comprises two bottom beams 21 respectively positioned at the outer sides of the two anti-scattering splints 1, a top beam 22 positioned above the single wall body 9, two groups of edge vertical beams 23 and a plurality of bottom support screw rods 25, wherein the bottom beams 21 and the top beam 22 are fixedly connected together from the two ends of the bottom beams 21 and the top beam 22; a plurality of bottom support screw rods 25 penetrate between the two bottom beams 21 and the two anti-scattering clamp plates 1 and upwards support the single wall body 9; a fixed pulley 26 fixed on the top beam 22 is arranged at the gap between the top beam 22 and the top end of the single wall body 9. In order to enhance the overall strength of the laying tool of the single wall 9, the frame body 2 further comprises a middle vertical beam 24 located between the two sets of edge vertical beams 23, and the middle vertical beam 24 is fixedly connected with the bottom beam 21 and the top beam 22. Specifically, both ends of the edge vertical beam 23 are welded to the top beam 22 and the bottom beam 21, respectively, and both ends of the middle vertical beam 24 are welded to the top beam 22 and the bottom beam 21, respectively.
The supporting structure 3 is partially inserted and fixed in the foundation 7, and the edge vertical beam 23 is hinged to the part of the supporting structure 3 exposed out of the foundation 7 through the rotating shaft 6. In this way, the frame body 2 can rotate relative to the supporting structure 3,
the power tool 4 comprises a first winch 41 positioned on one side of the single wall body 9 and a second winch 43 positioned on the other side of the single wall body 9; the first winch 41 is connected to the fixed pulley 26 through a guy cable 42, and the second winch 43 is connected to the fixed pulley 26 through a traction rope 44; the first winch 41 drives the anti-scattering tool and the single wall 9 to tilt to one side of the first winch 41 around the supporting structure 3 through the winding cable 42. In order to prevent the first winch 41 from being damaged by falling of the single wall 9, the horizontal distance between the first winch 41 and the rotating shaft 6 is greater than or equal to the height of the frame 2. The second winding machine 43 controls the speed of the anti-scattering tool and the single wall 9 rotating around the supporting structure 3 by unwinding the hauling rope 44.
In order to make a protective measure in the laying process of the single wall body 9 and limit the movement of the single wall body 9 towards the direction far away from the supporting structure 3, the laying tool for the ancient building masonry wall body further comprises an anti-slip rod 5, wherein the anti-slip rod 5 is partially inserted and fixed in the foundation 7 and is arranged opposite to the supporting structure 3, and the laying tool is suitable for limiting the movement of the single wall body 9 towards the direction far away from the supporting structure 3.
In this embodiment, because prevent that the splint 1 that looses can follow monomer wall 9's both sides and carry monomer wall 9, framework 2 can fix again in the both sides of preventing loosing splint 1 and prevent loosing splint 1, and the bottom of collet screw 25 from monomer wall 9 upwards holds monomer wall 9, so, monomer wall 9 is being fallen the in-process and is being difficult for scattering, and, with the help of the cooperation of first winch 41 and second hoist 43, the speed of falling of steerable monomer wall 9, let monomer wall 9 at the uniform velocity as far as possible, slowly fall, avoid falling too fast, monomer wall 9 scatters because of striking the ground, damaged. After laying monomer wall 9 down, operating personnel is under construction to monomer wall 9 subaerial, can avoid the risk that operating personnel high altitude falls, moreover, operating personnel can follow four directions of monomer wall 9 and demolish the operation to monomer wall 9 simultaneously, compare, only construct from the top successive layer that is monomer wall 9 of the state of erectting, the frock of laying down of ancient building masonry wall that this embodiment provided lays down the back with monomer wall 9, the efficiency that operating personnel demolishs the fragment of brick on the monomer wall 9 can improve three times.
The working process of the laying-down tool for the ancient building masonry wall body is introduced as follows:
dividing the building wall 8 into blocks to form each single wall 9, and marking;
placing the anti-scattering splints 1 on two sides of the single wall body 9;
fixing the frame body 2 at two sides of the anti-scattering clamp plate 1, respectively welding two ends of an edge vertical beam 23 of the frame body 2 with a top beam 22 and a bottom beam 21, respectively welding two ends of a middle vertical beam 24 of the frame body 2 with the top beam 22 and the bottom beam 21, simultaneously, a bottom support screw rod 25 penetrates through the bottom beam 21 and the lower part of the anti-scattering clamp plate 1 and is inserted along a brick joint, and then fastening the bottom support screw rod 25 by virtue of a nut, so that the bottom beam 21 fixes the anti-scattering clamp plate 1 from two sides of the anti-scattering clamp plate 1, and simultaneously, the bottom support screw rod 25 supports the single wall body 9 from the lower part of the single wall body 9;
the edge vertical beam 23 is hinged on the supporting structure 3 through a rotating shaft 6;
and starting the first winch 41 and the second winch 43 to slowly lay the single wall body 9 on the ground at a constant speed as much as possible.
Example 2
As shown in fig. 1 to 2, the present embodiment provides a method for dismantling a masonry wall of an ancient building, including the following steps:
s1: partitioning the building wall 8 to obtain a partitioned single wall 9; when the block is formed, the block is formed by the positions of the holes of the columns and doors and windows in the building wall body 8, the height of the single wall body 9 after the block is formed is not more than 2m, and the length direction of the single wall body is not more than 4m, so that inconvenience and risk brought to dismantling work due to overlarge single wall body are avoided;
s2: install the frock of falling on monomer wall body 9 after the piecemeal: the laying-down tool adopts the laying-down tool of the ancient building masonry wall in the embodiment 1;
s3: chiseling off the structure between the adjacent single wall bodies 9 to enable the single wall bodies 9 to be arranged independently;
s4: and starting a first winch 41 and a second winch 43 in the laying tool, controlling the laying speed of the single wall body 9 by means of the first winch 41 and the second winch 43, and laying the single wall body 9 on the ground.
Further, the method also comprises the following steps:
s5: transferring the single wall 9 to a cutting area, and certainly, removing the laying tool after transferring to the cutting area so as to conveniently dismantle the single wall 9;
s6: cutting each brick along the brick joints of the single wall body 9, and naturally, before cutting, soaking the brick joints of the single wall body 9 on the ground to weaken the strength of the brick joints; the brick joints are soaked to weaken the strength of the brick joints and then are dismantled, so that damage to the bricks in the dismantling process can be reduced as much as possible, and the reutilization rate of the bricks is improved;
s7: and (5) stacking the bricks in order.
In this embodiment ancient building masonry wall's demolition method, behind each monomer wall 9 of 8 piecemeal formation of building wall, with the help of the frock of falling, can fall monomer wall 9 safety subaerial, compare and demolish the operation on vertical monomer wall 9, demolish the operation on ground, can avoid operating personnel risk of dropping, simultaneously, operating personnel can follow four directions of monomer wall 9 and demolish monomer wall 9 simultaneously, demolish efficiency and can improve the triple.
It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications of the invention are intended to be covered by the present invention.
Claims (10)
1. The utility model provides a frock of falling of ancient building masonry wall body which characterized in that includes:
the anti-scattering tool comprises two anti-scattering clamp plates (1) which are suitable for being respectively blocked at two opposite sides of a single wall body, and a frame body (2) which is positioned at the outer sides of the anti-scattering clamp plates (1) and used for fixing the two anti-scattering clamp plates (1), wherein the frame body (2) comprises two bottom beams (21) which are respectively positioned at the outer sides of the two anti-scattering clamp plates (1), a top beam (22) which is positioned above the single wall body (9), two groups of edge vertical beams (23) which fixedly connect the bottom beams (21) and the top beam (22) together from two ends of the bottom beams (21) and the top beam (22), and a plurality of bottom support screw rods (25); the plurality of bottom support screws (25) penetrate between the two bottom beams (21) and the two anti-scattering clamp plates (1) and upwards support the single wall body (9); a fixed pulley (26) fixed on the top beam (22) is arranged at a gap between the top beam (22) and the top end of the single wall body (9);
the supporting structure (3) is suitable for being partially inserted and fixed in a foundation (7), and the edge vertical beam (23) is hinged to the part, exposed out of the foundation (7), of the supporting structure (3) through a rotating shaft (6);
the power tool (4) comprises a first winch (41) located on one side of the single wall body (9) and a second winch (43) located on the other side of the single wall body (9); the first winch (41) is connected to the fixed pulley (26) through a guy cable (42), and the second winch (43) is connected to the fixed pulley (26) through a traction rope (44); first hoist engine (41) are through the rolling cable (42) drive prevent loosing the frock with monomer wall body (9) wind bearing structure (3) to one side of first hoist engine (41) is emptyd, second hoist engine (43) are through unreeling haulage rope (44) are in order to control prevent loosing the frock with monomer wall body (9) are wound bearing structure (3) pivoted speed.
2. The laying tool for the ancient building masonry wall according to claim 1, characterized in that the height of the anti-scattering clamp plate (1) is greater than or equal to the height of the single wall (9).
3. The laying tool for the ancient building masonry wall according to claim 1, characterized by further comprising an anti-slip rod (5), wherein the anti-slip rod (5) is partially inserted and fixed in the foundation (7), is arranged opposite to the support structure (3), and is suitable for limiting the single wall (9) to move towards a direction away from the support structure (3).
4. The laying tool for the ancient building masonry wall according to claim 1, characterized by further comprising a middle vertical beam (24) positioned between the two sets of edge vertical beams (23), wherein the middle vertical beam (24) is fixedly connected between the bottom beam (21) and the top beam (22).
5. The laying-down tool for the ancient building masonry wall according to claim 1, characterized in that the horizontal distance value between the first winch (41) and the rotating shaft (6) is greater than or equal to the height value of the frame body (2).
6. A method for dismantling a masonry wall of an ancient building is characterized by comprising the following steps:
s1: partitioning the building wall (8) to obtain a partitioned single wall (9);
s2: the block-divided monomer wall body (9) is provided with a laying tool: the laying tool adopts the laying tool of the historic building masonry wall body in any one of the claims 1-5;
s3: chiseling off structures between the adjacent single wall bodies (9) to enable the single wall bodies (9) to be arranged independently;
s4: and starting a first winch (41) and a second winch (43) on the laying tool, controlling the laying speed of the single wall body (9) by means of the first winch (41) and the second winch (43), and laying the single wall body (9) on the ground.
7. The method for demolishing a masonry wall of a historic building according to claim 6, further comprising the steps of:
s5: transferring the single wall (9) laid down to a cutting area;
s6: cutting bricks along the brick joints of the single wall body (9);
s7: and (5) stacking the bricks in order.
8. The demolition method of the ancient building masonry wall according to claim 7, characterized in that in the step of S5, after the monomer wall (9) is transferred to the cutting area, the laying tool needs to be removed.
9. The demolition method of the ancient building masonry wall according to claim 7 wherein, in the step of S6, the single wall (9) is soaked in the brick joint on the ground to weaken the strength of the brick joint.
10. The demolition method of the ancient building masonry wall according to claim 6, characterized in that in the step of S1, the building wall (8) is divided into blocks at the hole positions of the columns, the doors and the windows, and the height of the divided single wall is not more than 2m and the length direction is not more than 4m.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211070791.6A CN115306180A (en) | 2022-09-01 | 2022-09-01 | Laying-down tool for ancient building masonry wall and dismantling method thereof |
| DE202023104497.2U DE202023104497U1 (en) | 2022-09-01 | 2023-08-09 | Tool for toppling the wall of ancient buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211070791.6A CN115306180A (en) | 2022-09-01 | 2022-09-01 | Laying-down tool for ancient building masonry wall and dismantling method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN115306180A true CN115306180A (en) | 2022-11-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211070791.6A Pending CN115306180A (en) | 2022-09-01 | 2022-09-01 | Laying-down tool for ancient building masonry wall and dismantling method thereof |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN115306180A (en) |
| DE (1) | DE202023104497U1 (en) |
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| CN110388092A (en) * | 2019-07-31 | 2019-10-29 | 上海建工集团股份有限公司 | A kind of construction method of historical building wall reparation |
| CN210794112U (en) * | 2019-08-15 | 2020-06-19 | 山东鑫鑫住工装配建筑有限公司 | Portal wallboard bears device with transportation |
| CN111362168A (en) * | 2020-03-16 | 2020-07-03 | 国网江苏省电力有限公司营销服务中心 | Lodging type device for overturning extra-high voltage direct current transformer calibration equipment |
| CN213573164U (en) * | 2020-09-30 | 2021-06-29 | 厦门闽园集团有限公司 | Ancient building clear water wall body migration bottom reinforcing apparatus |
| CN214740171U (en) * | 2021-05-21 | 2021-11-16 | 浙江风土工程设计有限公司 | Ancient building wall body hoist and mount migration device |
-
2022
- 2022-09-01 CN CN202211070791.6A patent/CN115306180A/en active Pending
-
2023
- 2023-08-09 DE DE202023104497.2U patent/DE202023104497U1/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103017538A (en) * | 2012-12-24 | 2013-04-03 | 四川启明星铝业有限责任公司 | Integral lifting tool for anode roasting fire wall |
| CN110388092A (en) * | 2019-07-31 | 2019-10-29 | 上海建工集团股份有限公司 | A kind of construction method of historical building wall reparation |
| CN210794112U (en) * | 2019-08-15 | 2020-06-19 | 山东鑫鑫住工装配建筑有限公司 | Portal wallboard bears device with transportation |
| CN111362168A (en) * | 2020-03-16 | 2020-07-03 | 国网江苏省电力有限公司营销服务中心 | Lodging type device for overturning extra-high voltage direct current transformer calibration equipment |
| CN213573164U (en) * | 2020-09-30 | 2021-06-29 | 厦门闽园集团有限公司 | Ancient building clear water wall body migration bottom reinforcing apparatus |
| CN214740171U (en) * | 2021-05-21 | 2021-11-16 | 浙江风土工程设计有限公司 | Ancient building wall body hoist and mount migration device |
Also Published As
| Publication number | Publication date |
|---|---|
| DE202023104497U1 (en) | 2023-09-04 |
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