CN114108996A - Construction device and method for floor-free brick-built filling wall - Google Patents
Construction device and method for floor-free brick-built filling wall Download PDFInfo
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- CN114108996A CN114108996A CN202111426028.8A CN202111426028A CN114108996A CN 114108996 A CN114108996 A CN 114108996A CN 202111426028 A CN202111426028 A CN 202111426028A CN 114108996 A CN114108996 A CN 114108996A
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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 method for a floor-free brick-built filling wall, which comprises the following steps: the supporting column is vertically arranged on the base, a middle beam is connected to the supporting column in the vertical direction, and a top beam is arranged at the top of the supporting column; the safety protection layer is positioned on the second layer of operation layer; the construction operation layer is positioned on the third layer of operation layer; the bamboo foot plate is positioned on the safety protection layer and the construction operation layer; hanging basket holes are formed in each operating layer, and protective railings are arranged on the periphery of 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 mounting beam is any main 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 having safe and reliable construction. And by turning up and moving down the construction operation layer, 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 of a floor-free brick-built filling wall.
Background
With the continuous progress of human society and the rapid development of economy, various novel building types, such as intelligent stereo garage engineering, have the advantages of floor area saving, investment saving and the like, and have been widely applied. This kind of building generally adopts steel frame construction, has the secondary beam on the floor, but does not have the floor, does not have building, elevator room, according to the fire prevention requirement, need set up in the vertical direction and prevent that hot wall falls into several independent fire prevention subregion with whole building, to preventing the construction of hot wall, does not have the construction operation face, and constructor and construction material transport perpendicularly are inconvenient, and construction material does not stack the place at the operation face, and the construction degree of difficulty is big, and has great potential safety hazard.
In the design of present intelligent stereo garage firewall, prefabricated fire wall board or brick masonry filling firewall are generally adopted. Prefabricated fire prevention wallboard passes through mill's prefabricated processing, and on-the-spot and main part steel construction connection, this type of wallboard cost is higher, and prevents that hot wall position often has the bearing structure of main part, need be connected prefabricated wallboard and main part roof beam off-centre, has very big influence to main structure's atress, influences the functional space of building moreover. Brick infilled wall is a traditional fire wall, convenient construction, and fire behavior is good, nevertheless to the building that does not have the floor such as intelligent stereo garage, the construction is comparatively chaotic at present, and engineering quality and construction ann all can not obtain the powerful guarantee.
Disclosure of Invention
The invention aims to solve the problems in the prior art, and provides a construction device and a construction method of a floor-free brick-built infilled wall, which can lay a safety protection layer and a construction operation layer by adopting the existing bamboo foot plate on a construction site, meet the construction process requirements of a normal infilled wall to the maximum extent, and ensure the engineering quality.
In order to achieve the purpose, the invention adopts the following technical scheme to realize the purpose:
a construction equipment of no floor brick filler wall includes: the device comprises support columns, a base, a middle beam, a top beam, a main structure beam, a safety protection layer, a protection railing, a bamboo foot plate, hanging basket holes, a construction operation layer, a hanging basket installation beam and a hanging basket;
the supporting column is vertically arranged on the base, a middle beam is connected to the supporting column in the vertical direction, and a top beam is arranged at the top of the supporting column;
the middle beam and the top beam are both formed by main structural beams;
the middle beams form 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 operating layer; the plane of the first layer of intermediate beam is a second layer of operation layer; the plane of the middle beam of the second layer is a third layer of operation layer; the plane of the middle beam of the third layer is a fourth operation layer and extends from bottom to top to the top beam, and the plane of the top beam is a top operation layer;
the safety protection layer is positioned on the second layer of operation layer; the construction operation layer is positioned on the third layer of operation layer; the bamboo foot plate is positioned on the safety protection layer and the construction operation layer; hanging basket holes are formed in each operating layer, and protective railings are arranged on the periphery of 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 mounting beam is any main structure beam arranged on the top beam.
The brick infilled wall is located between the adjacent support column.
The construction operation layer adopts the bamboo sole full spread, and the distance that the edge was laid apart from the brick filler wall to the bamboo sole on construction operation layer is greater than 3000mm, and wherein, the bamboo sole on construction operation layer includes first bamboo sole and second bamboo sole, and the one end and the major structure roof beam overlap joint of first bamboo sole are apart from the outward flange 100mm of major structure roof beam, first bamboo sole and the overlap joint of second bamboo sole, and second bamboo sole overlap joint length surpasss the marginal 100mm of major structure roof beam.
The safety protection layer is formed by fully paving the bamboo foot plates, and the bamboo foot plates of the safety protection layer are fixed with the middle beam of the first layer through steel wires.
The distance between the edge of the hoisting hole and the main structure beam is less than 200mm, the distance between the edge of the hoisting hole and the brick-built filling wall is greater than 1500mm, and the horizontal distance between the periphery of the hoisting hole and the hanging basket is controlled to be 300-500 mm.
The maximum loading capacity of the construction materials stacked on the bamboo foot plate of each working layer is 100 kg.
A construction method of a floorless brick-built infilled wall comprises the following steps:
sequentially installing a base, a middle beam and a top beam at the bottom, the middle part and the top of a support column; fully paving bamboo foot plates on the second layer of operation layer to serve as a safety protection layer, fully paving bamboo foot plates on the third layer of operation layer to serve as a construction operation layer, and meanwhile, installing hanging baskets on hanging basket installation beams; the hanging basket moves up and down through the hanging basket hole; and a brick-built filler wall is arranged between the adjacent support columns, and the construction operation layer is turned upwards and moved downwards along with the construction to complete the construction of the brick-built filler wall.
The construction operation layer turns up and moves down along with the operation face, accomplishes the construction of brick infilled wall, specifically does:
turning up the bamboo foot plates 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 from bottom to top in sequence;
and performing top brick inclined building and wall plastering construction of the brick-built infilled wall on the top operation layer, and sequentially finishing the construction of each layer of brick-built infilled wall from top to bottom.
During the brick infilled wall construction to the top layer operation layer from bottom to top in proper order, the brick infilled wall of every layer remains the oblique building part of top 200mm roof brick, constructs from top to bottom in proper order after the brick infilled wall on top layer operation layer has constructed 14 days.
Compared with the prior art, the invention has the following beneficial effects:
the invention adopts the common building construction materials such as the bamboo foot plate, the hanging basket, the protective railing and the like, has low manufacturing cost and simple operation and has obvious economic benefit. Meanwhile, the bamboo foot plates are adopted to lay the safety protection layer and the construction operation layer, the sealing and isolating effects are achieved, the construction is safe and reliable, the construction process requirements of a normal filling wall are met to the maximum extent through the upturning and the downward moving of the construction operation layer, and the engineering quality is guaranteed.
Drawings
In order to more clearly explain the technical solutions of the embodiments of the present invention, the drawings needed 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 invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a layout view of a construction operation layer of the construction apparatus for a floorless brick-filled wall of the present invention;
fig. 2 is a sectional view of the construction apparatus for a floorless brick-filled wall of the present invention;
FIG. 3 is a schematic view of the bamboo foot plate of the present invention;
FIG. 4 is a perspective view of the construction apparatus for a floorless brick-filled wall of the present invention;
fig. 5 is an operation flowchart of the construction method of the floorless brick-filled wall of the present invention.
Wherein: 1-bricking a filler wall; 2-bamboo foot plate; 3-protective railing; 4-hoisting holes; 5-a main structure beam; 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-a centre beam; 13-a top beam; 14-support column.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of 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 present invention, 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 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 invention.
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 invention, it should be noted that if the terms "upper", "lower", "horizontal", "inner", etc. are used for indicating the orientation or positional relationship based on the orientation or positional relationship shown in the drawings or the orientation or positional relationship which is usually arranged when the product of the present invention is used, the description is merely for convenience and simplicity, and the indication or suggestion that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and thus, cannot be understood as limiting the present invention. Furthermore, the terms "first," "second," and the like are used merely to distinguish one description from another, and are not to 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. For example, "horizontal" merely means that the 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 be further noted that unless otherwise explicitly stated or limited, the terms "disposed," "mounted," "connected," and "connected" should be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; 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 meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
The invention is described in further detail below with reference to the accompanying drawings:
referring to fig. 1 and 4, an embodiment of the present invention discloses a construction apparatus for a floorless brick-filled wall, including:
the supporting column 14 is vertically arranged on the base 11, the middle beam 12 is connected to the supporting column 14 in the vertical direction, and the top layer beam 13 is arranged at the top of the supporting column 14; the centre beams 12 and the top beams 13 and the support columns 14 constitute an outer frame for the construction of a non-floored bricklayed wall.
The middle beam 12 and the top beam 13 are both formed by 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 the middle beams 12 forms an operation 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-layer intermediate beam 12 is a second-layer operation layer; the plane of the second-layer middle beam 12 is a third-layer operation layer; from bottom to top until the top beam 13, the plane of the top beam 13 is a top operation layer; the middle beam 12 is paved with the bamboo foot plates 2 to construct an operation layer for workers to work, so that the safety of the workers is protected.
The safety protection layer 6 is positioned on the second layer of operation layer; the construction operation layer 7 is positioned on a third layer operation layer; the bamboo foot plate 2 is positioned on the safety protection layer 6 and the construction operation layer 7; hanging basket holes 4 are formed in each operating layer, and the protective railings 3 are arranged on the periphery of 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 mounting beam is any main structural beam 5 arranged on the top beam 13. Constructor removes at each working face through hanging flower basket 8, and when preventing guardrail 3 protection constructor on hanging flower basket 8, protection constructor's safety.
The brick infill wall 1 is positioned between the adjacent support columns 14, and the construction of the brick infill wall 1 is performed between the adjacent support columns 14. Construction operation layer 7 adopts bamboo sole 2 full spread, and construction operation layer 7's bamboo sole 2 is laid the edge and is greater than 3000mm apart from the distance of brick infilled wall 1, and wherein, construction operation layer 7's bamboo sole 2 includes first bamboo sole 9 and second bamboo sole 10, the one end and the 5 overlap joints of major structure roof beam of first bamboo sole 9, apart from the outward flange 100mm of major structure roof beam 5, first bamboo sole 9 and the 10 overlap joints of second bamboo sole, and the 10 overlap joints length of second bamboo sole surpasss the 5 marginal 100mm of major structure roof beam. The bamboo foot plates are laid by the method, so that the connection stability between the bamboo foot plates can be ensured, and the construction safety is ensured.
The safety protection layer 6 is formed by fully paving the bamboo foot plates 2, and the bamboo foot plates 2 of the safety protection layer 6 are fixed with the middle beam 13 of the first layer through steel wires. The distance between the edge of each lifting hole 4 and the main structure beam 5 is less than 200mm, the distance between the edge of each lifting hole 4 and the brick-built filler wall 1 is greater than 1500mm, and the horizontal distance between the circumference of each lifting hole 4 and the hanging basket 8 is controlled to be 300-500 mm. The maximum load capacity of the construction materials stacked on the bamboo foot plates 2 of each working layer is 100kg, and during construction, the construction materials stacked on the bamboo foot plates 2 of each working layer do not exceed the maximum load capacity, so that accidents are prevented, and smooth construction is guaranteed.
Referring to fig. 5, the invention discloses a construction method of a floor-free brick-built infilled wall, comprising the following steps:
sequentially installing a base 11, a middle beam 12 and a top beam 13 at the bottom, the middle part and the top of a support column 14; fully paving bamboo foot plates 2 on a second layer of operation layer to serve as a safety protection layer 6, fully paving bamboo foot plates 2 on a third layer of operation layer to serve as a construction operation layer 7, and meanwhile installing hanging baskets 8 on hanging basket installation beams; the hanging basket 8 moves up and down through the hanging basket hole 4; and a brick-built filling wall 1 is arranged between the adjacent supporting columns 14, and the construction operation layer 7 turns upwards and downwards along with the construction, so that the construction of the brick-built filling wall 1 is completed.
The construction operation layer 7 turns up and moves down along with the operation face, accomplishes the construction of brick infilled wall 1, specifically does:
turning up the bamboo foot plates of the construction operation layer 7 to a fourth operation layer for full paving, taking the bamboo foot plates as the fourth construction operation layer 7, constructing, and constructing to a top operation layer from bottom to top in sequence;
and (4) performing inclined building of the top bricks of the brick-built infilled wall and wall plastering construction on the top operation layer, and sequentially completing construction of each layer of the brick-built infilled wall 1 from top to bottom.
During the period from bottom to top to the top operation layer, the brick filled wall 1 of each layer is reserved with a top 200mm inclined brick part, and the brick filled wall 1 of the top operation layer is constructed from top to bottom in sequence after 14 days. The construction of the brick infilled wall 1 of each layer is completed in turn from bottom to top by the brick infilled wall 1.
Firstly, a constructor surveys a site, measures arrangement and intervals of the beams 11, the middle beams 12 and the top beams 13 actually, and rechecks bearing capacity of the basket mounting beams and the base 11, the middle beams 12 and the top beams 13 through calculation.
And secondly, designing the positions of the hoisting holes 4 and designing the laying scheme of the bamboo foot plates 2 of the safety protection layer 6 and the construction operation layer 7. The distance between the edge of each lifting hole 4 and the main structure beam 5 is smaller than 200mm, the distance between the edge of each lifting hole 4 and the brick-built filler wall 1 is larger than 1500mm, and the horizontal distance between the edge of each 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, densely paved in the paving range of the bamboo foot plates 2, firmly bound with the main structure beam 5 by adopting 2mm steel wires, and cannot be detached in the whole construction period. Construction operation layer 7 adopts bamboo sole 2 to lay, and it is close shop in the range of laying of bamboo sole 2, and the distance that the edge was laid to bamboo sole 2 apart from the brick infilled wall should be greater than 3000mm, and first bamboo sole 9 should be with 5 overlap joints of major structure roof beams, apart from about 100mm of the outward flange of major structure roof beams 5, and second bamboo sole 10 should overlap joint with first bamboo sole 9, and overlap joint length surpasss 5 marginal about 100mm of major structure roof beams.
And thirdly, arranging the protective railing 3 at the position corresponding to the hoisting hole 4 on the ground, and installing a hanging basket 8 at the position corresponding to the hoisting hole 4 on the top layer.
And fourthly, laying a safety protection layer 6 on the second layer by adopting the bamboo foot plates 2, installing the protection railings 3 around the hoisting holes 4, and constructing the second layer brick filling wall 1.
And fifthly, laying a construction operation layer 7 on the three layers by adopting the bamboo foot plates 2, installing protective railings 3 around the hoisting holes 4 and on the adjacent edges, and constructing the three-layer brick-built filling wall 1.
And sixthly, turning up the three layers of bamboo foot plates 2 to four layers of facility operation layers 7, constructing the four layers of brick-built infilled walls 1, and sequentially constructing the four layers of brick-built infilled walls from bottom to top to the top layer.
And seventhly, obliquely building the top bricks of the brick-built filling wall 1 and plastering the wall surface on the top layer.
And eighthly, moving the bamboo foot plate 2 on the top layer down to the facility worker operation layer 7 on the lower layer, obliquely building the top bricks of the brick-built infilled wall 1 on the lower layer and plastering the wall surface, and sequentially finishing the construction of the brick-built infilled wall from top to bottom.
In the fourth to eighth steps, the construction materials should be piled dispersedly, and the maximum weight of the construction materials allowed to be piled on each bamboo foot board is 100 kg.
In the fourth step to the eighth step, when the movable scaffold is set up according to the masonry height of the infilled wall, the movable scaffold must be directly or indirectly fixed with the main structure.
And in the fourth step to the sixth step, during the period from bottom to top of the brick-built infilled wall to the top floor, the inclined-built part of the top brick with the top of 200mm is reserved in the brick-built infilled wall 1 of each floor, and the brick-built infilled wall of the top floor is constructed from top to bottom in sequence after 14 days.
The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (9)
1. The utility model provides a no floor brick filler wall's construction equipment which characterized in that includes: the hanging basket comprises supporting columns (14), a base (11), a middle beam (12), a top beam (13), a main 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 mounting beam and a hanging basket (8);
the supporting column (14) is vertically arranged on the base (11), a middle beam (12) is connected to the supporting column (14) in the vertical direction, and a top beam (13) is arranged at the top of the supporting column (14);
the middle beam (12) and the top beam (13) are both formed by main structural beams (5);
the middle beams (12) are arranged 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 layer of operation layer; the plane of the first layer of intermediate beam (12) is a second layer of operation layer; the plane of the second layer of intermediate beam (12) is a third layer of operation layer; the plane where the third-layer middle beam (12) is located is a fourth-layer operation layer and extends from bottom to top to the top-layer beam (13), and the plane where the top-layer beam (13) is located is a top-layer operation layer;
the safety protection layer (6) is positioned on a second layer of operation layer; the construction operation layer (7) is positioned on a third layer of 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 operating layer, and the protective handrails (3) are arranged on the periphery of 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 mounting beam is any main body structure beam (5) arranged on the top layer beam (13).
2. The construction equipment for a floorless brick infill wall as claimed in claim 1, further comprising a brick infill wall (1), the brick infill wall (1) being located between adjacent support columns (14).
3. The construction device of the non-floor brick infilled wall as claimed in claim 2, characterized in that the construction operation layer (7) is fully paved with bamboo foot plates (2), the distance between the bamboo foot plate laying edge of the construction operation layer (7) and the brick infilled wall (1) is greater than 3000mm, wherein the bamboo foot plates (2) of the construction operation layer (7) comprise 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 structure beam (5) and is 100mm away from the outer edge of the main structure beam (5), the first bamboo foot plate (9) is lapped with the second bamboo foot plate (10), and the lapping length of the second bamboo foot plate (10) exceeds 100mm of the edge of the main structure beam (5).
4. The construction equipment of a non-floor brick infilled wall according to claim 1, characterized in that the safety protection layer (6) is fully paved with bamboo feet (2), the bamboo feet (2) of the safety protection layer (6) being fixed with the intermediate beams (13) of the first layer by using steel wires.
5. The construction device of the non-floor brick infilled wall as claimed in claim 2, characterized in that the distance from the edge of the lifting hole (4) to the main structure beam (5) is less than 200mm, the distance from the edge of the lifting hole (4) to the brick infilled wall (1) is more than 1500mm, and the horizontal distance from the periphery of the lifting hole (4) to the hanging basket (8) is controlled to be 300-500 mm.
6. The apparatus for constructing a non-floored brick-filled wall as claimed in claim 1, wherein the maximum loading capacity of the construction material stacked on the bamboo foot plate (2) of each working floor is 100 kg.
7. A method of constructing a non-floored, brick-laid infilled wall according to any one of claims 1 to 6, comprising:
sequentially installing a base (11), a middle beam (12) and a top beam (13) at the bottom, the middle part and the top of a support column (14); fully paving bamboo foot plates (2) on a second layer of operation layer to serve as a safety protection layer (6), fully paving bamboo foot plates (2) on a third layer of operation layer to serve as a construction operation layer (7), and meanwhile installing hanging baskets (8) on hanging basket installation beams; the hanging basket (8) moves up and down through the hanging basket hole (4); a brick-built filling wall (1) is arranged between the adjacent supporting columns (14), and the construction operation layer (7) turns upwards and downwards along with the construction to finish the construction of the brick-built filling wall (1).
8. The construction method of the non-floor brick infilled wall according to claim 7, characterized in that the construction operation layer (7) turns up and down along with the working face to complete the construction of the brick infilled wall (1), specifically:
turning up the bamboo foot plates of the construction operation layer (7) to a fourth operation layer for full paving, taking the bamboo foot plates as the fourth construction operation layer (7), and constructing the bamboo foot plates to a top operation layer from bottom to top in sequence;
and (3) obliquely building the top bricks of the brick-built infilled wall and plastering the wall surface on the top operation layer, and sequentially finishing the construction of each layer of the brick-built infilled wall (1) from top to bottom.
9. The method for constructing a non-floor brick infilled wall according to claim 8, characterized in that during the sequential bottom-up construction of the brick infilled wall (1) to the working storey, the brick infilled wall (1) of each storey retains the top 200mm of inclined-laid portion of the top bricks, and is sequentially constructed from top to bottom 14 days after the completion of the construction of the brick infilled wall (1) of the working storey.
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)
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