CN215564745U - Lattice type assembled ladder way - Google Patents

Lattice type assembled ladder way Download PDF

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Publication number
CN215564745U
CN215564745U CN202120874119.7U CN202120874119U CN215564745U CN 215564745 U CN215564745 U CN 215564745U CN 202120874119 U CN202120874119 U CN 202120874119U CN 215564745 U CN215564745 U CN 215564745U
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China
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lattice
steel
ladder
ladder way
frame
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CN202120874119.7U
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Inventor
马斌
陈萌
申晶如
许长和
倪少文
刘述雅
王继然
尤兰兰
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China Gezhouba Group Three Gorges Construction Engineering Co Ltd
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China Gezhouba Group Three Gorges Construction Engineering Co Ltd
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Abstract

The utility model provides a ladder way is assembled to lattice formula, it includes the bearing mechanism who constitutes by four limbs batten lattice column, and bearing mechanism is equipped with the ladder way, and the upper and lower end of ladder way is all connected and is equipped with the rest platform, connects through the node between four limbs batten lattice column, ladder way, the rest platform, connects through the foot guard muffjoint between four limbs lattice column and the four limbs lattice column. The utility model aims to provide an assembled stairway which can be accumulated section by section along with the rise of a construction working face, and has the advantages of simple installation mode, high installation efficiency and good stability in use.

Description

Lattice type assembled ladder way
Technical Field
The utility model belongs to the technical field of construction engineering, particularly relates to an engineering ladder way, and particularly relates to a lattice type steel assembled ladder way.
Background
The necessary traffic facilities and equipment are needed in the construction stage of various engineering construction projects to meet the requirements of personnel and materials for going to and fro from the upper working face and the lower working face, otherwise, the smooth implementation of the projects is influenced. Taking water conservancy and hydropower engineering as an example, a water retaining building is generally formed by pouring concrete in sections and layers, which means that a construction working surface is also formed by lifting each section layer by layer, and necessary traffic facilities and equipment need to be arranged.
According to the construction experience of hydraulic and hydroelectric engineering, not all the surfaces of a retaining structure are perpendicular to the horizontal plane, which is often designed in an anti-floating manner with an inclination angle, which has the following technical drawbacks:
1) the construction lifter widely used in the building engineering can only be arranged on the guide rail frame vertical to the horizontal plane, so that the construction lifter is not suitable for being used on the inclined plane of the water retaining building in the hydraulic and hydroelectric engineering;
2) although the construction elevator has great advantages in work efficiency, carrying capacity and convenience, the equipment is expensive to purchase, lease, install, use, maintain and the like, and is not suitable for projects with small project quantity, short construction period and small height difference of working surface.
For example, construction of piers in bridge construction requires the arrangement of temporary traffic facilities that are simple, easy to use, low in cost, and safe and reliable, and thus construction elevators are not suitable for being equipped on shorter piers.
Disclosure of Invention
The utility model aims to provide an assembled ladder way which can be accumulated section by section along with the rise of a construction working face, and has the advantages of simple installation mode, high installation efficiency and good stability in use.
The utility model provides a ladder way is assembled to lattice formula, it includes the bearing mechanism who constitutes by four limbs batten lattice column, and bearing mechanism is equipped with the ladder way, and the upper and lower end of ladder way is all connected and is equipped with the rest platform, connects through the node between four limbs batten lattice column, ladder way, the rest platform, connects through the foot guard muffjoint between four limbs lattice column and the four limbs lattice column.
Above-mentioned four limbs batten strip lattice column can be used to support its dead weight and live load, and the ladder way forms by ladder frame and step board composite mounting, and the ladder frame comprises 2 parallel channel-section steels, is furnished with on the web of every channel-section steel to bore the bolt hole and is used for fixed step board, and bolted connection is used to the upper and lower end of channel-section steel on the rest platform.
The frame of the step plate is formed by connecting angle steels, the steel bars are connected to the lower edge of the frame as reinforcing pieces, the steel plates are fully paved as components for dispersing live load and are connected to the front of the frame, and then the steel plates are connected with the steel bars below the steel plates.
The four-limb batten strip lattice column is formed by hinging 2 double-limb lattice columns through 4 horizontal batten strips and 2 oblique batten strips to form a four-tube stand column channel with stable gravity center and wide internal space.
The rest platform is formed by combining and connecting channel steel, steel bars and steel plates, and the channel steel is used as a frame of the rest platform; the reinforcing steel bar is used as a reinforcing part and connected to the lower edge of the frame; the steel plate is used as a component for dispersing the live load, is fully paved and connected to the front face of the frame, and then is connected with the steel plate and the steel bars positioned below the steel plate.
The bottom of the rest platform is connected with a plurality of inverted U-shaped connecting buckles, the rest platform and the ladder frame are supported on the horizontal rods of the double-limb lattice columns, a plurality of stiffening plates are arranged at the upper openings of the inverted U-shaped connecting buckles, and the lower openings of the inverted U-shaped connecting buckles are fixed by bolts.
Still include the railing, the railing sets up in the both sides of stairway.
The handrail is formed by processing square steel and connecting and combining the square steel and the bolt.
The lattice column is characterized by further comprising a peripheral dense mesh net, and the peripheral dense mesh net is hung on a vertical face formed by four limbs of the lattice column.
Compared with the prior art, the utility model has the following technical effects:
1) the utility model not only comprises auxiliary components such as the stairway, the rest platform and the like which are convenient for operators to get on and off, but also comprises components such as the railing, the peripheral dense mesh net and the like which can effectively protect the operators and the operation equipment, and the utility model organically combines all the components together and can be well applied to projects such as water conservancy and hydropower, buildings, bridges, subways and the like, namely, the facility can be used as long as the height difference of the construction working surface is not more than the limit installation height of the stairway;
2) the utility model is assembled by four limb batten lattice columns, ladder ways, rest platforms, railings for protecting bearing objects and peripheral dense meshes, can be accumulated section by section along with the rising of a construction operation surface, has simple installation mode, and can better protect people passing through the operation on the basis of stable and reliable use.
Drawings
The utility model is further illustrated by the following examples in conjunction with the accompanying drawings:
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a view taken along line A-A of FIG. 1;
FIG. 3 is a view from the B-B direction of FIG. 1;
FIG. 4 is a schematic structural view of the inverted U-shaped fastener of FIG. 1;
fig. 5 is a schematic view of the foot protector sleeve of fig. 2.
Detailed Description
As shown in fig. 1 to 5, a lattice type steel assembled stairway comprises four limb lacing strip lattice columns 1 for supporting self weight and live load, a stairway 2, a rest platform 3, railings 4 for protecting bearing objects, and a peripheral dense mesh net 5.
In the connection relation, specifically, four limb batten lattice columns 1, a ladder way 2, a rest platform 3, a railing 4 and a peripheral dense mesh net 5 are assembled into standard sections and accumulated section by section, and the butt joints of the upper and lower standard sections of the four limb lattice columns 1 are connected by a foot protection sleeve 6 and fixed by bolts.
Wherein, four limbs are decorated a lattice column 1 and are articulated through 4 horizontal lacing bars 8, 2 oblique lacing bars 9 by 2 two limbs lattice column 7, form the stable, inner space's of focus four tubs of stand channels that open.
Wherein, ladder way 2 is formed by ladder frame and step board 10 aggregate erection, and the ladder frame comprises 2 parallel channel-section steels, joins in marriage on the web of every channel-section steel and bores the bolt hole and be used for fixed step board 10, and bolted connection is used to the upper and lower end of channel-section steel on half space 3.
The frame of the step plate 10 is formed by welding angle steel, the steel bar is welded on the lower edge of the frame as a reinforcing part, the steel plate is fully paved as a component for dispersing live load and is welded on the front surface of the frame, and then the steel plate and the steel bar positioned below the steel plate are welded together.
The rest platform is formed by welding channel steel, steel bars and steel plates in a combined mode, wherein the channel steel is used as a frame of the rest platform; the steel bar is used as a reinforcing piece and welded on the lower edge of the frame; the steel plate is used as a component for dispersing the live load, is fully paved and welded on the front surface of the frame, and then is connected with the steel plate and the steel bar positioned below the steel plate through welding;
the bottom welding of rest platform 3 has 2 reverse U-shaped connector links 11, with rest platform 3 and ladder frame bearing on the horizon bar 12 of two limbs lattice column, the department has 2 stiffening plates on the department of the 11 department of reverse U-shaped connector link wherein, lower punishment department is fixed with the bolt.
The handrail 4 is formed by processing square steel and connecting and combining the square steel through bolts, has the characteristic of repeated disassembly and assembly, is used for protecting the safety of personnel, equipment and materials in a stairway, and has the height not lower than 1.2 m.
The dense mesh net is hung and enclosed on the vertical surface formed by four limbs of the lattice column to protect the safety of people, equipment and materials in the ladder way.
During installation, a triangular supporting frame can be installed on the inclined plane of the water retaining building of the hydraulic and hydroelectric engineering, the supporting frame is arranged in a step shape, and the standard sections of the ladder way are installed until the highest construction working plane.
The reasonable installation number of the standard knots is determined according to the height difference of the construction working face, and the number of the standard knots can be dynamically adjusted along with the increase or decrease of the height difference of the construction working face.
The four-limb batten lattice column, the ladder way, the resting platform, the railing and the foot protection sleeve are made of steel sectional materials, and the specification, the section, the structural size and the accumulated height of the standard sections of the components can not exceed the reasonable range determined by the stress calculation book while meeting the requirements of a construction site.
The utility model not only comprises auxiliary components such as the stairway, the rest platform and the like which are convenient for operators to get on and off, but also comprises components such as the railing, the peripheral dense mesh net and the like which can effectively protect the operators and the operation equipment, and the utility model organically combines all the components together and can be well applied to projects such as water conservancy and hydropower, buildings, bridges, subways and the like, namely, the facility can be used as long as the height difference of the construction working surface is not more than the limit installation height of the stairway;
the utility model is assembled by four limb batten lattice columns, ladder ways, rest platforms, railings for protecting bearing objects and peripheral dense meshes, can be accumulated section by section along with the rising of a construction operation surface, has simple installation mode, and can better protect people passing through the operation on the basis of stable and reliable use.

Claims (9)

1. The utility model provides a ladder way is assembled to lattice formula which characterized in that: the novel multifunctional ladder comprises a bearing mechanism consisting of four-limb batten lattice columns (1), wherein the bearing mechanism is provided with a ladder way (2), the upper end and the lower end of the ladder way (2) are respectively connected with a rest platform (3), the four-limb batten lattice columns (1), the ladder way (2) and the rest platform (3) are connected through nodes, and the four-limb lattice columns (1) are connected with the four-limb lattice columns through foot protection sleeves (6).
2. The lattice-type spliced ladder way as claimed in claim 1, wherein: four limbs are decorated strip lattice column (1) and can be used to support its dead weight and live load, and ladder way (2) are formed by ladder frame and step board (10) aggregate erection, and the ladder frame comprises the channel-section steel of 2 parallels, is furnished with on the web of every channel-section steel to bore the bolt hole and is used for fixed step board (10), and bolted connection is used on rest platform (3) for the upper and lower end of channel-section steel.
3. The lattice-type spliced ladder way as claimed in claim 2, wherein: the frame of the step plate (10) is formed by connecting angle steels, the steel bars are connected to the lower edge of the frame as reinforcing parts, the steel plates are fully paved as live load dispersing members and connected to the front of the frame, and then the steel plates are connected with the steel bars below the steel plates.
4. A lattice-spliced ladder as claimed in any one of claims 1 to 3, characterized in that: the four-limb batten strip lattice column (1) is formed by hinging 2 double-limb lattice columns (7) through 4 horizontal batten strips (8) and 2 oblique batten strips (9) to form a four-tube stand column channel with stable gravity center and wide internal space.
5. The lattice-type spliced ladder way as claimed in claim 1, wherein: the rest platform (3) is formed by combining and connecting channel steel, steel bars and steel plates, and the channel steel is used as a frame of the rest platform; the reinforcing steel bar is used as a reinforcing part and connected to the lower edge of the frame; the steel plate is used as a component for dispersing the live load, is fully paved and connected to the front face of the frame, and then is connected with the steel plate and the steel bars positioned below the steel plate.
6. The lattice-type spliced ladder way as claimed in claim 5, wherein: the bottom of the rest platform (3) is connected and provided with a plurality of inverted U-shaped connecting buckles (11), the rest platform (3) and the ladder frame are supported on the horizontal rods (12) of the double-limb lattice columns, a plurality of stiffening plates are arranged at the upper openings of the inverted U-shaped connecting buckles (11), and the lower openings of the inverted U-shaped connecting buckles are fixed by bolts.
7. The lattice-spliced stairway as claimed in claim 1 or 2 or 3 or 5 or 6, wherein: the guardrail device is characterized by further comprising railings (4) which are arranged on two sides of the stairway (2).
8. The lattice-type spliced ladder way as claimed in claim 7, wherein: the handrail (4) is formed by processing square steel and connecting and combining the square steel and the bolt.
9. The lattice-type spliced ladder way as claimed in claim 1 or 2, wherein: the four-limb three-dimensional grid column is characterized by further comprising a peripheral dense mesh net (5), wherein the peripheral dense mesh net (5) is hung on a vertical face formed by four limbs of the grid column.
CN202120874119.7U 2021-04-26 2021-04-26 Lattice type assembled ladder way Active CN215564745U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120874119.7U CN215564745U (en) 2021-04-26 2021-04-26 Lattice type assembled ladder way

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120874119.7U CN215564745U (en) 2021-04-26 2021-04-26 Lattice type assembled ladder way

Publications (1)

Publication Number Publication Date
CN215564745U true CN215564745U (en) 2022-01-18

Family

ID=79857444

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120874119.7U Active CN215564745U (en) 2021-04-26 2021-04-26 Lattice type assembled ladder way

Country Status (1)

Country Link
CN (1) CN215564745U (en)

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