CN210598061U - Scaffold - Google Patents
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- CN210598061U CN210598061U CN201921171949.2U CN201921171949U CN210598061U CN 210598061 U CN210598061 U CN 210598061U CN 201921171949 U CN201921171949 U CN 201921171949U CN 210598061 U CN210598061 U CN 210598061U
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- bridging
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- sweeping
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Abstract
The utility model discloses a scaffold, which comprises a first vertical bridging, a construction operation layer, a second vertical bridging, a vertical big bridging, a wall connecting piece setting point, a construction berm, a safety barrier, a vertical rod positioning anchor bar, a sweeping rod, a horizontal bridging, a slope surface and an anchor rod; first vertical bridging is connected with the construction operation layer, the construction operation layer is connected with the vertical bridging of second, the vertical bridging of second is connected with vertical big bridging, vertical big bridging is connected with even wall spare setpoint, even wall spare setpoint is connected with the construction packway, the construction packway is connected with safety barrier, safety barrier is connected with pole setting location anchor bar, pole setting location anchor bar is connected with the pole of sweeping the floor, the pole of sweeping the floor is connected with horizontal bridging, horizontal bridging sets up on domatic, the stock setting is on domatic. The utility model discloses the overall stability and the reliability of scaffold frame have been strengthened.
Description
Technical Field
The utility model relates to a slope construction technical field, more specifically relates to a scaffold frame.
Background
Along with the high-speed development of infrastructure in China, the construction of mountain roads is gradually increased, more 'cut' side slopes are exposed in the environment, certain protection projects are required to be arranged on the side slopes for the stability of the side slopes and the comfort of the environment, scaffolds are required in most protection projects, and the existing scaffolds have the problems of poor overall stability and reliability and the like.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art not enough, provide a scaffold frame, strengthened scaffold frame's overall stability and reliability.
The purpose of the utility model is realized through the following technical scheme:
a scaffold comprises a first vertical cross brace, a construction operation layer, a second vertical cross brace, a longitudinal large cross brace, a wall connecting piece setting point, a construction packway, a safety guardrail, a vertical rod positioning anchor bar, a floor sweeping rod, a transverse cross brace, a slope and an anchor rod; first vertical bridging is connected with the construction operation layer, the construction operation layer is connected with the vertical bridging of second, the vertical bridging of second is connected with vertical big bridging, vertical big bridging is connected with even wall spare setpoint, even wall spare setpoint is connected with the construction packway, the construction packway is connected with safety barrier, safety barrier is connected with pole setting location anchor bar, pole setting location anchor bar is connected with the pole of sweeping the floor, the pole of sweeping the floor is connected with horizontal bridging, horizontal bridging sets up on domatic, the stock setting is on domatic.
Further, the first vertical cross brace is spaced 4 spans from the second vertical cross brace.
Furthermore, the construction operation layer is provided with a foot stopping plate.
Furthermore, the vertical distance between the sweeping rod and the bottom surface is 20cm-30 cm.
Furthermore, the setting point of the wall connecting piece is arranged in a three-step and three-span mode.
Furthermore, the foot blocking plate is a 5cm wood springboard.
The utility model has the advantages that:
(1) the utility model discloses a scaffold frame through vertical bridging, construction operation layer, vertical big bridging, even wall spare set point, construction packway etc. has strengthened scaffold frame's overall stability and reliability.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive exercise.
Fig. 1 is a schematic elevation view of the present invention.
Fig. 2 is a schematic side view of the present invention.
In the figure, 001-the first vertical bridging, 002-the construction work layer, 003-the second vertical bridging, 004-the longitudinal big bridging, 005-the wall connecting piece set point, 006-the construction packway, 007-the safety barrier, 008-the vertical rod positioning anchor bar, 009-the ground sweeping rod, 010-the transverse bridging, 011-the slope, 012-the anchor rod.
Detailed Description
The technical solution of the present invention is described in further detail below with reference to the accompanying drawings, but the scope of the present invention is not limited to the following description. Any feature disclosed in this specification (including any accompanying claims, abstract and drawings), may be replaced by alternative features serving equivalent or similar purposes, unless expressly stated otherwise. That is, unless expressly stated otherwise, each feature is only an example of a generic series of equivalent or similar features.
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Before describing the embodiments, some necessary terms need to be explained. For example:
if the terms "first," "second," etc. are used herein to describe various elements, these elements should not be limited by these terms. These terms are only used to distinguish one element from another. Thus, a "first" element discussed below could also be termed a "second" element without departing from the teachings of the present invention. It will be understood that when an element is referred to as being "connected" or "coupled" to another element, it can be directly connected or coupled to the other element or intervening elements may also be present. In contrast, when an element is referred to as being "directly connected" or "directly coupled" to another element, there are no intervening elements present.
The various terms appearing in this application are used for the purpose of describing particular embodiments only and are not intended as limitations on the invention, except where the context clearly dictates otherwise, the singular is intended to include the plural as well.
When the terms "comprises" and/or "comprising" are used in this specification, these terms are intended to specify the presence of stated features, integers, steps, operations, elements, and/or components, but do not preclude the presence and/or addition of one or more other features, integers, steps, operations, elements, components, and/or groups thereof.
As shown in fig. 1 and 2, a scaffold comprises a first vertical bridging 001, a construction work layer 002, a second vertical bridging 003, a longitudinal large bridging 004, a wall connecting piece setting point 005, a construction packway 006, a safety guard bar 007, a vertical rod positioning anchor rib 008, a sweeping rod 009, a transverse bridging 010, a slope 011 and an anchor rod 012; first vertical bridging 001 is connected with construction operation layer 002, construction operation layer 002 is connected with the vertical bridging 003 of second, the vertical bridging 003 of second is connected with vertical big bridging 004, vertical big bridging 004 is connected with even wall spare setpoint 005, even wall spare setpoint 005 is connected with construction packway 006, construction packway 006 is connected with safety barrier 007, safety barrier 007 is connected with pole setting location anchor bar 008, pole setting location anchor bar 008 is connected with pole 009 of sweeping the floor, pole 009 of sweeping the floor is connected with horizontal bridging 010, horizontal bridging 010 sets up on domatic 011, stock 012 sets up on domatic 011.
Further, the first vertical cross brace 001 is spaced 4 spans from the second vertical cross brace 003. Further, the construction work layer 002 is provided with a foot stopping plate. Further, the vertical distance between the floor sweeping rod 009 and the bottom surface is 20cm-30 cm. Further, the wall connecting piece set point 005 is arranged in a three-step and three-span manner. Furthermore, the foot blocking plate is a 5cm wood springboard.
Example 1
As shown in fig. 1, a person skilled in the art can use the present invention as a scaffold, which is provided with a first vertical bridging 001, a construction work layer 002, a second vertical bridging 003, a vertical large bridging 004, a wall connecting piece setting point 005, a construction berm 006, a safety barrier 007, a vertical positioning anchor rib 008, a sweeping rod 009, a horizontal bridging 010, a slope 011 and an anchor rod 012; first vertical bridging 001 is connected with construction operation layer 002, construction operation layer 002 is connected with the vertical bridging 003 of second, the vertical bridging 003 of second is connected with vertical big bridging 004, vertical big bridging 004 is connected with even wall spare setpoint 005, even wall spare setpoint 005 is connected with construction packway 006, construction packway 006 is connected with safety barrier 007, safety barrier 007 is connected with pole setting location anchor bar 008, pole setting location anchor bar 008 is connected with pole 009 of sweeping the floor, pole 009 of sweeping the floor is connected with horizontal bridging 010, horizontal bridging 010 sets up on domatic 011, stock 012 sets up on domatic 011.
In this embodiment, the scaffold is a double-row fastener steel pipe scaffold, is erected along a slope and is parallel to a slope, and has a transverse distance of 1.5m, a longitudinal distance of 1.5m and a step distance of 1.8 m; the vertical distance between the vertical rod in the scaffold and the slope is 30cm, and the scaffold is classified according to the platform according to the support operation procedure. In order to increase the overall stability of the scaffold, the scaffold is provided with a reliable wall connecting piece, the wall connecting piece is connected with the scaffold and the slope surface through phi 12 round steel by adopting a spline rod screw (a fastening wire buckle), the corresponding position on the slope surface is provided with a dowel, the dowel is made of phi 22 or phi 25 deformed steel bars and is inserted into the rock mass by 40-50 cm, and if the rock mass is broken, the depth is properly increased to 1 m. The area of the wall connecting rod of the scaffold is set to be 5.4 multiplied by 4.5m2 (three steps and three spans, the height can be properly adjusted according to the erection height of the bent, but the height does not exceed the height of one excavation platform). The gap between the edge of the laid wood springboard and the wall surface is 20cm, the gap between the edge of the laid wood springboard and the foot blocking board is less than 10cm, when the side scaffold board is not attached to the vertical rod, the wood springboard is reliably fixed, and the wood springboard is reliably connected. Setting one vertical cross brace in every 4 spans, and setting a longitudinal large cross brace from the step 2; the operation layer is provided with foot blocking plates, safety guardrails and safety protective nets, the foot blocking plates are 5cm wood gangboards, and the wall connecting points are arranged in a three-step and three-span mode. The framework size of the scaffold is 1.5m in transverse distance, 1.5m in longitudinal distance and 1.8m in step distance; erecting upright posts at the foundation part of the scaffold to prevent the upright posts from sliding, and arranging a 60cm high safety guardrail at the bottoms of the outer upright posts of the scaffold; the transverse cross braces are arranged at two ends of the scaffold, and are arranged in the middle of the scaffold in every 5 spans way; the vertical distance between the floor sweeping rod and the bottom surface is 20cm-30 cm; two-layer springboard should be laid on scaffold frame operation layer, and the lower floor is used for the construction operation, and the safety protection layer is regarded as to the upper strata, keeps off sole and safety protection net and protection railing and all should follow the layer setting.
In other technical features in this embodiment, those skilled in the art can flexibly select the technical features according to actual situations to meet different specific actual requirements. However, it will be apparent to one of ordinary skill in the art that: it is not necessary to employ these specific details to practice the invention. In other instances, well-known components, structures or parts are not described in detail in order to avoid obscuring the present invention, and the technical scope of the present invention is defined by the claims.
In the description of the present invention, unless otherwise expressly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are used in a generic sense as is understood by those skilled in the art. For example, the components may be fixedly connected, movably connected, integrally connected, or partially connected, mechanically connected, electrically connected, directly connected, indirectly connected through an intermediate medium, or connected inside two elements, and the like, and for those skilled in the art, the specific meanings of the above terms in the present invention can be understood according to specific situations, that is, the expression of the language and the implementation of the actual technology can flexibly correspond, and the expression of the language (including the drawings) of the specification of the present invention does not constitute any single restrictive interpretation of the claims.
Modifications and variations may be made by those skilled in the art without departing from the spirit and scope of the invention, which should be limited only by the claims appended hereto. In the previous description, numerous specific details were set forth in order to provide a thorough understanding of the present invention. However, it will be apparent to one of ordinary skill in the art that: it is not necessary to employ these specific details to practice the invention. In other instances, well-known techniques, such as specific construction details, operating conditions, and other technical conditions, have not been described in detail in order to avoid obscuring the present invention.
Claims (6)
1. A scaffolding, comprising: the construction method comprises the following steps of firstly, arranging a first vertical bridging (001), a construction operation layer (002), a second vertical bridging (003), a longitudinal large bridging (004), a wall connecting piece setting point (005), a construction sidewalk (006), a safety guardrail (007), a vertical rod positioning anchor bar (008), a sweeping rod (009), a transverse bridging (010), a slope surface (011) and an anchor rod (012); first vertical bridging (001) is connected with construction operation layer (002), construction operation layer (002) is connected with vertical bridging (003) of second, vertical bridging (003) of second is connected with vertical bridging (004), vertical bridging (004) is connected with even wall spare setpoint (005), even wall spare setpoint (005) is connected with construction packway (006), construction packway (006) is connected with safety barrier (007), safety barrier (007) is connected with pole setting location anchor muscle (008), pole setting location anchor muscle (008) is connected with pole sweeping pole (009), pole sweeping pole (009) is connected with horizontal bridging (010), horizontal bridging (010) sets up on domatic (011), stock (012) sets up on domatic (011).
2. A scaffolding according to claim 1, wherein the first vertical cross brace (001) is spaced 4 spans from the second vertical cross brace (003).
3. A scaffold according to claim 1, characterized in that the construction work layer (002) is provided with skirting boards.
4. A scaffolding according to claim 1, wherein the sweep bar (009) is at a vertical distance of 20cm-30cm from the bottom surface.
5. A scaffolding according to claim 1, wherein the wall connecting member set points (005) are in a three step three span arrangement.
6. A scaffold according to claim 3, wherein the footpads are made of 5cm wooden springboards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921171949.2U CN210598061U (en) | 2019-07-24 | 2019-07-24 | Scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921171949.2U CN210598061U (en) | 2019-07-24 | 2019-07-24 | Scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210598061U true CN210598061U (en) | 2020-05-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921171949.2U Active CN210598061U (en) | 2019-07-24 | 2019-07-24 | Scaffold |
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| CN (1) | CN210598061U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855828A (en) * | 2021-02-03 | 2022-08-05 | 贵州建工集团第三建筑工程有限责任公司 | Construction method for high slope management of hidden danger of geological features of land |
-
2019
- 2019-07-24 CN CN201921171949.2U patent/CN210598061U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855828A (en) * | 2021-02-03 | 2022-08-05 | 贵州建工集团第三建筑工程有限责任公司 | Construction method for high slope management of hidden danger of geological features of land |
| CN114855828B (en) * | 2021-02-03 | 2024-04-19 | 贵州建工集团第三建筑工程有限责任公司 | Construction method for land block geological hidden danger high slope treatment |
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