CN114108996B - Construction device and method for building filling wall without floor bricks - Google Patents
Construction device and method for building filling wall without floor bricks Download PDFInfo
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- CN114108996B CN114108996B CN202111426028.8A CN202111426028A CN114108996B CN 114108996 B CN114108996 B CN 114108996B CN 202111426028 A CN202111426028 A CN 202111426028A CN 114108996 B CN114108996 B CN 114108996B
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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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
- E04G1/04—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section
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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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
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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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/18—Scaffolds primarily resting on the ground adjustable in height
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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
- E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
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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
- E04G5/00—Component parts or accessories for scaffolds
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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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/001—Safety or protective measures against falling down relating to scaffoldings
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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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/08—Scaffold boards or planks
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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
- E04G5/00—Component parts or accessories for scaffolds
- E04G2005/008—Hoisting devices specially adapted as part of a scaffold system
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
Abstract
The invention discloses a construction device and a construction method for a floor-free brick filled wall, wherein the construction device comprises the following steps: the support column is vertically arranged on the base, the middle beam is connected with the support column in the vertical direction, and the top of the support column is provided with the top beam; the safety protection layer is positioned on the second operation layer; the construction operation layer is positioned on the third operation layer; the bamboo foot plate is positioned on the safety protection layer and the construction operation layer; the hanging basket holes are formed in each working layer, and the protective railing is arranged around the hanging basket holes; the hanging basket moves up and down through the hanging basket hole; the hanging basket is arranged on the hanging basket mounting beam; the hanging basket installation beam is any main body structure beam arranged on the top beam. The bamboo foot plate adopted by the invention is paved with the safety protection layer and the construction operation layer, thereby achieving the effect of sealing and isolation, and being safe and reliable in construction. And the construction operation layer is turned upwards and moved downwards, so that the construction process requirements of the normal filling wall are met to the maximum extent, and the engineering quality is ensured.
Description
Technical Field
The invention belongs to the field of constructional engineering, and relates to a construction device and a construction method for a floor-free brick filled wall.
Background
With the continuous progress of human society and the rapid development of economy, various novel building types are applied, such as intelligent stereo garage engineering, which has the advantages of saving occupied area, saving investment and the like, and has been widely applied. The building generally adopts a steel frame structure, secondary beams are arranged on floors, floors and elevator cabs are not arranged, a fire wall is required to be arranged in the vertical direction according to fireproof requirements to divide the whole building into a plurality of independent fireproof partitions, construction work surfaces are not required for fire wall construction, constructors and construction materials are inconvenient to vertically transport, the construction materials are not stacked on the work surfaces, construction difficulty is high, and potential safety hazards are large.
In the design of the firewall of the intelligent stereo garage at present, a prefabricated fireproof wallboard or a brick is generally adopted to fill the firewall. Prefabricated fire prevention wallboard passes through mill's prefabricated processing, and scene and main part steel construction are connected, and this type wallboard cost is higher, and the support structure that the position often has the main part of preventing hot wall, need be connected prefabricated wallboard and main part Liang Pianxin, has very big influence to main part structure's atress, influences the functional space of building moreover. The brick filling wall is a traditional firewall, convenient to construct and good in fireproof performance, but is used for buildings without floors such as intelligent stereo garage, the construction is disordered at present, and engineering quality and construction safety cannot be effectively guaranteed.
Disclosure of Invention
The invention aims to solve the problems in the prior art, and provides a construction device and a construction method for a floor-free brick filled wall, which can adopt the existing bamboo foot plates to lay a safety protection layer and a construction operation layer on a construction site, furthest meet the construction process requirements of normal filled walls and ensure the engineering quality.
In order to achieve the purpose, the invention is realized by adopting the following technical scheme:
a construction apparatus for a floor-less bricked infill wall, comprising: the device comprises a support column, a base, a middle beam, a top beam, a main body structure beam, a safety protection layer, a protection railing, a bamboo foot plate, a hanging basket hole, a construction operation layer, a hanging basket installation beam and a hanging basket;
the support column is vertically arranged on the base, the middle beam is connected with the support column in the vertical direction, and the top of the support column is provided with the top beam;
the middle beam and the top beam are both composed of main body structure beams;
the middle beams are a plurality of layers, the middle beams form an operation layer in the horizontal direction, and each layer of middle beams form an operation layer; the base is buried in the soil, and the ground on the base is a first working layer; the plane of the first layer of intermediate beam is a second layer of operation layer; the plane of the second middle beam is a third working layer; the plane of the third middle beam is a fourth working layer from bottom to top to the top beam, and the plane of the top beam is a top working layer;
the safety protection layer is positioned on the second operation layer; the construction operation layer is positioned on the third operation layer; the bamboo foot plate is positioned on the safety protection layer and the construction operation layer; the hanging basket holes are formed in each working layer, and the protective railing is arranged around the hanging basket holes; the hanging basket moves up and down through the hanging basket hole; the hanging basket is arranged on the hanging basket mounting beam; the hanging basket installation beam is any main body structure beam arranged on the top beam.
The bricked infill wall is located between adjacent support columns.
The construction operation layer adopts the bamboo baseboard to spread entirely, and the bamboo baseboard of construction operation layer lays the edge and is greater than 3000mm apart from the distance of bricked infill wall, and wherein, the bamboo baseboard of construction operation layer includes first bamboo baseboard and second bamboo baseboard, and the one end and the major structure roof beam overlap joint of first bamboo baseboard are apart from the outward flange 100mm of major structure roof beam, and first bamboo baseboard and second bamboo baseboard overlap joint, and second bamboo baseboard overlap joint length surpasss major structure roof beam edge 100mm.
The safety protection layer is fully paved by adopting a bamboo foot plate, and the bamboo foot plate of the safety protection layer is fixed with the middle beam of the first layer by adopting steel wires.
The distance between the side of the lifting hole and the main structure beam is smaller than 200mm, the distance between the side of the lifting hole and the brick filling wall is larger than 1500mm, and the horizontal distance between the circumference of the lifting hole and the hanging basket is controlled to be 300-500 mm.
The maximum load of the construction materials piled on the bamboo foot plate of each working layer is 100kg.
A construction method for a floor-free brick-built infilled wall comprises the following steps:
mounting the base, the middle beam and the top layer Liang Yici at the bottom, the middle part and the top of the support column; fully paving a bamboo foot plate on the second working layer as a safety protection layer, fully paving the bamboo foot plate on the third working layer as a construction operation layer, and simultaneously installing a hanging basket on a hanging basket installation beam; the hanging basket moves up and down through the hanging basket hole; brick filled walls exist between adjacent support columns, and the construction operation layer is turned upwards and moved downwards along with construction, so that the construction of the brick filled walls is completed.
The construction operation layer is turned up and moved down along with the operation surface to finish the construction of the brick filling wall, and the construction operation layer specifically comprises the following steps:
turning up the bamboo foot plate of the construction operation layer to a fourth operation layer for full paving, constructing as the fourth construction operation layer, and constructing to a top operation layer sequentially from bottom to top;
and (3) performing top brick oblique masonry and wall plastering construction of the brick masonry infill wall on the top working layer, and sequentially completing construction of each layer of brick masonry infill wall from top to bottom.
And during the period of constructing the brick filling wall to the top working layer from bottom to top in sequence, the brick filling wall of each layer keeps a top 200mm top brick oblique-laying part, and the brick filling wall of the top working layer is constructed from top to bottom in sequence after being constructed for 14 days.
Compared with the prior art, the invention has the following beneficial effects:
the general building construction materials such as the bamboo foot plate, the hanging basket, the protective railing and the like adopted by the invention have low cost, simple operation and obvious economic benefit. Meanwhile, the bamboo foot plate adopted by the invention is paved with the safety protection layer and the construction operation layer, so that the sealing and isolation effects are achieved, the construction is safe and reliable, the construction process requirements of the normal filling wall are met to the maximum extent through the upturning and the downshifting of the construction operation layer, and the engineering quality is ensured.
Drawings
For a clearer description of the technical solutions of the embodiments of the present invention, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present invention and should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a construction operation layer layout of a construction apparatus for constructing a filling wall without floor bricks according to the present invention;
FIG. 2 is a cross-sectional view of a construction apparatus for a floorless masonry infill wall of the present invention;
FIG. 3 is a schematic view of the bamboo foot board of the present invention;
FIG. 4 is a perspective view of the construction apparatus for constructing a infill wall without floor tiles of the present invention;
fig. 5 is an operational flow diagram of a method of constructing a floor-less tiled infill wall of the present invention.
Wherein: 1-bricking a filling wall; 2-bamboo foot plate; 3-guard rails; 4-lifting holes; 5-main body structural beams; 6-a safety protection layer; 7, constructing an operation layer; 8-hanging basket; 9-a first bamboo foot plate; 10-a second bamboo foot plate; 11-a base; 12-middle beams; 13-top beam; 14-support columns.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is apparent that the described embodiments are some embodiments of the present invention, but not all embodiments of the present invention. The components of the embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the invention, as presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.
In the description of the embodiments of the present invention, it should be noted that, if the terms "upper," "lower," "horizontal," "inner," and the like indicate an azimuth or a positional relationship based on the azimuth or the positional relationship shown in the drawings, or the azimuth or the positional relationship in which the inventive product is conventionally put in use, it is merely for convenience of describing the present invention and simplifying the description, and does not indicate or imply that the apparatus or element to be referred to must have a specific azimuth, be configured and operated in a specific azimuth, and thus should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and the like, are used merely to distinguish between descriptions and should not be construed as indicating or implying relative importance.
Furthermore, the term "horizontal" if present does not mean that the component is required to be absolutely horizontal, but may be slightly inclined. As "horizontal" merely means that its direction is more horizontal than "vertical", and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.
In the description of the embodiments of the present invention, it should also be noted that, unless explicitly specified and limited otherwise, the terms "disposed," "mounted," "connected," and "connected" should be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art according to the specific circumstances.
The invention is described in further detail below with reference to the attached drawing figures:
referring to fig. 1 and 4, an embodiment of the present invention discloses a construction apparatus for a floor-free brick-laid infill wall, including:
the support column 14 is vertically arranged on the base 11, the middle beam 12 is connected with the support column 14 in the vertical direction, and the top of the support column 14 is provided with the top beam 13; the intermediate beam 12 and the top beam 13 and the support columns 14 constitute an outer frame for a wall construction without floor bricks.
The middle beam 12 and the top beam 13 are both composed of main structure beams 5; the masonry infill wall 1 is constructed between adjacent support columns 14. The middle beams 12 are a plurality of layers, the middle beams 12 form an operation layer in the horizontal direction, and each layer of middle beams 12 form an operation layer of one layer; the base 11 is buried in the soil, and the plane of the ground on the base 11 is a first working layer; the plane of the first middle beam 12 is a second working layer; the plane of the second middle beam 12 is a third working layer; the plane of the top beam 13 is a top working layer from bottom to top to the top beam 13; the middle beam 12 is paved with the bamboo foot plates 2 to construct an operation layer for construction staff to work, so that the safety of the staff is protected.
The safety protection layer 6 is positioned on the second operation layer; the construction operation layer 7 is positioned on the third operation layer; the bamboo foot plate 2 is positioned on the safety protection layer 6 and the construction operation layer 7; the hanging basket holes 4 are formed in each working layer, and the protective railing 3 is arranged around the hanging basket holes 4; the hanging basket 8 moves up and down through the hanging basket hole 4; the hanging basket 8 is arranged on the hanging basket mounting beam; the basket installation beam is any main body structure beam 5 arranged on the top layer beam 13. The constructor moves on each working face through the hanging basket 8, and the protective railing 3 protects the constructor when the constructor is on the hanging basket 8, so that the safety of the constructor is protected.
The brick filling wall 1 is positioned between the adjacent support columns 14, and the brick filling wall 1 is constructed between the adjacent support columns 14. The construction operation layer 7 adopts the bamboo baseboard 2 to spread entirely, and the distance of construction operation layer 7's bamboo baseboard 2 laying edge to bricked infill wall 1 is greater than 3000mm, and wherein, construction operation layer 7's bamboo baseboard 2 includes first bamboo baseboard 9 and second bamboo baseboard 10, and the one end and the major structure roof beam 5 overlap joint of first bamboo baseboard 9 are apart from the outward flange 100mm of major structure roof beam 5, and first bamboo baseboard 9 and second bamboo baseboard 10 overlap joint, and second bamboo baseboard 10 overlap joint length surpasses major structure roof beam 5 edge 100mm. The bamboo foot plates are paved through the method, so that the stability of connection between the bamboo foot plates can be ensured, and the construction safety is ensured.
The safety protection layer 6 is fully paved by adopting the bamboo foot plate 2, and the bamboo foot plate 2 of the safety protection layer 6 is fixed with the middle beam 13 of the first layer by adopting steel wires. The distance between the side of the lifting hole 4 and the main structure beam 5 is smaller than 200mm, the distance between the side of the lifting hole 4 and the brick filling wall 1 is larger than 1500mm, and the horizontal distance between the circumference of the lifting hole 4 and the hanging basket 8 is controlled to be 300-500 mm. The maximum load of the construction materials piled on the bamboo foot plates 2 of each working layer is 100kg, and the construction materials piled on the bamboo foot plates 2 of each working layer do not exceed the maximum load during construction, so that accidents are prevented, and the smooth construction is ensured.
Referring to fig. 5, the invention discloses a construction method of a floor-free brick filled wall, which comprises the following steps:
the base 11, the middle beam 12 and the top beam 13 are sequentially arranged at the bottom, the middle part and the top of the supporting column 14; fully paving the bamboo foot plates 2 as a safety protection layer 6 on the second working layer, fully paving the bamboo foot plates 2 as a construction operation layer 7 on the third working layer, and simultaneously installing hanging baskets 8 on the hanging basket installation beam; the hanging basket 8 moves up and down through the hanging basket hole 4; the brick filling wall 1 exists between the adjacent support columns 14, and the construction operation layer 7 turns up and moves down along with construction, so that the construction of the brick filling wall 1 is completed.
The construction operation layer 7 turns up and moves down along with the operation surface to finish the construction of the brick filling wall 1, and the concrete steps are as follows:
turning up the bamboo foot plate of the construction operation layer 7 to a fourth operation layer for full paving, and constructing the fourth construction operation layer 7, wherein the construction is sequentially carried out from bottom to top to the top operation layer;
and (3) performing top brick oblique masonry and wall plastering construction of the brick masonry infill wall on the top working layer, and sequentially completing construction of each layer of brick masonry infill wall 1 from top to bottom.
During the period from bottom to top construction to the top working layer, the bricked filling wall 1 of each layer keeps a top 200mm top brick oblique-laying part, and the bricked filling wall 1 of the top working layer is constructed from top to bottom in sequence after construction for 14 days. The construction of the bricked infill wall 1 of each layer is completed sequentially from bottom to top.
First, constructors survey the site, actually measure the arrangement and the spacing of the beam 11, the middle beam 12 and the top beam 13, and review the bearing capacity of the hanging basket installation beam and the base 11, the middle beam 12 and the top beam 13 through calculation.
Secondly, designing the positions of the lifting holes 4 and designing the laying schemes of the safety protection layer 6 and the bamboo foot plate 2 of the construction operation layer 7. The distance between the side of the lifting hole 4 and the main structure beam 5 is smaller than 200mm, the distance between the side of the lifting hole 4 and the brick filling wall 1 is larger than 1500mm, and the horizontal distance between the circumference of the lifting hole 4 and the hanging basket 8 is controlled to be 300-500 mm. The safety protection layer 6 is fully paved on the two layers by adopting the bamboo foot plates 2, is densely paved in the paving range of the bamboo foot plates 2, is firmly bound with the main structural beam 5 by adopting steel wires with the thickness of 2mm, and cannot be dismantled during the whole construction period. The construction operation layer 7 is paved by adopting the bamboo foot plates 2, the paving range of the bamboo foot plates 2 is closely paved, the distance between the paving edge of the bamboo foot plates 2 and a bricked filling wall is larger than 3000mm, the first bamboo foot plates 9 are overlapped with the main body structure beam 5 and are about 100mm away from the outer edge of the main body structure beam 5, the second bamboo foot plates 10 are overlapped with the first bamboo foot plates 9, and the overlapping length exceeds the edge of the main body structure beam 5 by about 100mm.
And thirdly, arranging a protective railing 3 at the position of the ground corresponding to the lifting hole 4, and installing a hanging basket 8 at the position of the top layer corresponding to the lifting hole 4.
Fourthly, a safety protection layer 6 is paved on the two layers of the bamboo foot plates 2, the periphery of the lifting hole 4 is provided with a protection railing 3, and the construction of the two layers of brick filling walls 1 is carried out.
And fifthly, paving a construction operation layer 7 on the three layers by adopting the bamboo foot plates 2, installing the protective rails 3 around and near the hoisting holes 4, and constructing the three-layer brick filling wall 1.
And sixthly, turning up the three-layer bamboo foot plates 2 to four layers of facility operation layers 7, and constructing the four layers of brick filling walls 1 from bottom to top in sequence.
And seventh, performing top brick oblique masonry and wall plastering construction on the brick masonry infill wall 1.
And eighth step, the bamboo foot plate 2 on the top layer is moved downwards to the lower layer facility operation layer 7, the top brick oblique laying and wall plastering construction of the brick filling wall 1 on the lower layer are carried out, and the construction of the brick filling wall is sequentially completed from top to bottom.
In the fourth to eighth steps, the construction materials should be stacked in a dispersed manner, and the maximum weight of the construction materials allowed to be stacked on each layer of bamboo foot plate is 100kg.
In the fourth to eighth steps, when the movable scaffold is erected according to the masonry height of the infill wall, the movable scaffold must be directly or indirectly fixed with the main body structure.
And in the fourth to sixth steps, during the process of constructing the brick filling wall to the top layer sequentially from bottom to top, the brick filling wall 1 of each layer keeps a top 200mm top brick inclined building part, and is constructed sequentially from top to bottom after the top layer brick filling wall is constructed for 14 days.
The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, but various modifications and variations can be made to the present invention by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (9)
1. A construction device for a floor-free brick-laid infilled wall, comprising: the device comprises a support column (14), a base (11), a middle beam (12), a top beam (13), a main body structure beam (5), a safety protection layer (6), a protection railing (3), a bamboo foot plate (2), a hanging basket hole (4), a construction operation layer (7), a hanging basket installation beam and a hanging basket (8);
the support columns (14) are vertically arranged on the base (11), the middle beams (12) are connected in the vertical direction of the support columns (14), and top beams (13) are arranged at the tops of the support columns (14);
the middle beam (12) and the top beam (13) are both composed of main structure beams (5);
the middle beams (12) are in a plurality of layers, the middle beams (12) form an operation layer in the horizontal direction, and each layer of middle beams (12) form an operation layer; the base (11) is buried in the soil, and the ground on the base (11) is a first working layer; the plane of the first middle beam (12) is a second working layer; the plane of the second middle beam (12) is a third working layer; the plane of the third middle beam (12) is a fourth working layer from bottom to top to the top beam (13), and the plane of the top beam (13) is a top working layer;
the safety protection layer (6) is positioned on a second operation layer; the construction operation layer (7) is positioned on a third operation layer; the bamboo foot plate is positioned on the safety protection layer (6) and the construction operation layer (7); the hanging basket holes (4) are formed in each working layer, and the protective guard (3) is arranged around the hanging basket holes (4); the hanging basket (8) moves up and down through the hanging basket hole (4); the hanging basket (8) is arranged on the hanging basket mounting beam; the hanging basket installation beam is any main body structure beam (5) arranged on the top layer beam (13).
2. Construction equipment for a floor-less bricked infill wall according to claim 1, characterized in that it further comprises bricked infill walls (1), said bricked infill walls (1) being located between adjacent support columns (14).
3. The construction device for the floor-free bricked infill wall according to claim 2, wherein the construction operation layer (7) is laid fully by adopting the bamboo foot plate (2), the distance between the laying edge of the bamboo foot plate of the construction operation layer (7) and the bricked infill wall (1) is larger than 3000mm, the bamboo foot plate (2) of the construction operation layer (7) comprises a first bamboo foot plate (9) and a second bamboo foot plate (10), one end of the first bamboo foot plate (9) is lapped with the main body structure beam (5), the distance between the one end of the first bamboo foot plate and the outer edge of the main body structure beam (5) is 100mm, the lapping length of the second bamboo foot plate (10) exceeds the edge of the main body structure beam (5) by 100mm.
4. Construction equipment for a floor-free bricked infill wall according to claim 1, characterized in that the safety protection layer (6) is laid fully with bamboo foot plates (2), the bamboo foot plates (2) of the safety protection layer (6) being fixed with the intermediate beams (12) of the first layer by using steel wires.
5. The construction device of the floor-free bricked infill wall according to claim 2, wherein the distance between the side of the hanging basket hole (4) and the main structural beam (5) is smaller than 200mm, the distance between the side of the hanging basket hole (4) and the bricked infill wall (1) is larger than 1500mm, and the horizontal distance between the hanging basket hole (4) and the Zhou Juanju hanging basket (8) is controlled to be 300-500 mm.
6. Construction equipment for a floor-less bricked infill wall according to claim 1, characterized in that the maximum load of construction material piled up on the skirting board (2) of each working layer is 100kg.
7. A method of constructing a floor-free masonry infill wall based on any one of claims 1 to 6, comprising:
the base (11), the middle beam (12) and the top beam (13) are sequentially arranged at the bottom, the middle part and the top of the supporting column (14); fully paving a bamboo foot plate (2) as a safety protection layer (6) on the second working layer, fully paving the bamboo foot plate (2) as a construction operation layer (7) on the third working layer, and simultaneously installing a hanging basket (8) on a hanging basket installation beam; the hanging basket (8) moves up and down through the hanging basket hole (4); brick filling walls (1) exist between adjacent support columns (14), and a construction operation layer (7) turns upwards and moves downwards along with construction to finish the construction of the brick filling walls (1).
8. The construction method of the floor-free bricked infill wall according to claim 7, wherein the construction operation layer (7) is turned up and moved down along with the working surface to complete the construction of the bricked infill wall (1), specifically:
turning up the bamboo foot plate of the construction operation layer (7) to a fourth operation layer for full paving, and constructing the fourth construction operation layer (7) from bottom to top to the top operation layer;
and (3) performing top brick oblique masonry and wall plastering construction of the brick masonry infill wall on the top working layer, and sequentially completing construction of each layer of brick masonry infill wall (1) from top to bottom.
9. The method for constructing a floor-free bricked infill wall according to claim 8, wherein during the construction of the bricked infill wall (1) to the top working layer from bottom to top in sequence, the bricked infill wall (1) of each layer retains a top 200mm top brick oblique-laid portion, and is constructed from top to bottom in sequence after the construction of the bricked infill wall (1) of the top working layer is completed for 14 days.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111426028.8A CN114108996B (en) | 2021-11-26 | 2021-11-26 | Construction device and method for building filling wall without floor bricks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111426028.8A CN114108996B (en) | 2021-11-26 | 2021-11-26 | Construction device and method for building filling wall without floor bricks |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114108996A CN114108996A (en) | 2022-03-01 |
| CN114108996B true CN114108996B (en) | 2023-06-06 |
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Family Applications (1)
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| CN202111426028.8A Active CN114108996B (en) | 2021-11-26 | 2021-11-26 | Construction device and method for building filling wall without floor bricks |
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