CN116335379A

CN116335379A - Construction support system and erecting method thereof

Info

Publication number: CN116335379A
Application number: CN202310245645.0A
Authority: CN
Inventors: 刘威杰; 马瑞成; 邹杨; 王海龙; 陈阳; 马伟; 陈春生; 龙雨
Original assignee: China Railway 20th Bureau Group Corp; Third Engineering Co Ltd of China Railway 20th Bureau Group Co Ltd
Current assignee: China Railway 20th Bureau Group Corp; Third Engineering Co Ltd of China Railway 20th Bureau Group Co Ltd
Priority date: 2023-03-14
Filing date: 2023-03-14
Publication date: 2023-06-27

Abstract

The invention discloses a construction support system and a construction support system erecting method, wherein the construction support system comprises: the cantilever platform is fixed on the cliff wall and is positioned above the first-stage bracket; the second-stage bracket part is arranged above the first-stage bracket; the extending direction of the slope anchor rod is in a horizontal direction, the slope anchor rod is fixed on the cliff rock wall and is positioned above the overhanging platform, the part of the slope anchor rod, which is anchored on the cliff rock wall, is defined as a fixed section, the part of the slope anchor rod, which extends out of the cliff rock wall, is defined as an extending section, the second-stage support comprises a plurality of vertical rods, a plurality of adjustable bases and a plurality of sweeping rods, the plurality of adjustable bases are fixed on the extending section at intervals, one vertical rod is vertically arranged on one adjustable base, and two ends of one sweeping rod are connected with two vertical rods; the fixed steel wire is used for fixing the sweeping rod with the extending section. The technical scheme of the invention can ensure that the construction support system is more stable and is not easy to shake.

Description

Construction support system and erecting method thereof

Technical Field

The invention relates to the technical field of construction brackets, in particular to a construction bracket system and a building method thereof.

Background

In order to carry out slope treatment on dangerous rocks of high and steep slopes, a construction support needs to be erected, the topography of the scarp is complex, the height is large, the gradient is steep, and a large danger exists in the construction process, so that the importance of the construction support with high stability is particularly outstanding.

Disclosure of Invention

The invention mainly aims to provide a construction support system, which aims to improve the stability of a construction support.

In order to achieve the above object, the present invention provides a construction support system provided on a cliff wall, wherein the gradient of the cliff wall is 79 degrees or more and 90 degrees or less, the construction support system comprising:

a first stage support;

the overhanging platform is fixed on the cliff wall and is positioned above the first-stage bracket;

the second-stage bracket is partially arranged above the first-stage bracket;

the slope anchor rod is horizontally arranged in the extending direction, is fixed on the cliff rock wall and is positioned above the overhanging platform, the part of the slope anchor rod, which is anchored on the cliff rock wall, is defined as a fixed section, the part of the slope anchor rod, which extends out of the cliff rock wall, is defined as an extending section, the second-stage support comprises a plurality of vertical rods, a plurality of adjustable bases and a plurality of sweeping rods, the adjustable bases are fixed on the extending section at intervals, one vertical rod is vertically arranged on one adjustable base, and two ends of one sweeping rod are connected with two vertical rods; and

and the fixed steel wire is used for fixing the sweeping rod and the extending section.

In one embodiment, a limiting member is disposed at the end of the extension section to limit the adjustable base and the upright.

In one embodiment, the limiting piece is a limiting steel plate, the limiting steel plate is welded to the end face of the extending section, and the welding end socket is plugged at the end of the extending section.

In one embodiment, the construction support system further comprises a wall connecting member comprising an integrally formed anchoring portion anchored to the cliff wall and an extension portion extending away from a side of the cliff wall and connected to the upright.

In one embodiment, the extension is connected to the uprights of two adjacent rows.

In one embodiment, the wall connecting pieces are a plurality of, and the plurality of wall connecting pieces are distributed according to a horizontal interval of 3m and a vertical interval of 3m.

In order to achieve the above object, the present invention also provides a method for setting up a construction bracket system for setting up the construction bracket system of any one of the above embodiments, comprising:

erecting a first stage bracket;

setting up a cantilever platform on the cliff wall, wherein the cantilever platform is positioned above the first-stage bracket;

setting up a part of the second-stage bracket on the overhanging platform;

judging whether the gradient of the cliff is smaller than 90 degrees;

if yes, horizontally anchoring the slope anchor rod to the cliff wall;

the other part of the second stage bracket is arranged on the slope anchor rod;

in one embodiment, if so, the step of horizontally anchoring the slope anchor to the cliff wall comprises:

if yes, the back parts of the two channel steels are fixedly spliced to form the slope anchor rod;

and horizontally anchoring the slope anchor rod to the cliff wall.

In one embodiment, the step of stacking another portion of the second stage bracket on the slope anchor includes:

fixing a plurality of adjustable bases on the extension section at intervals, wherein one upright rod is vertically arranged on one adjustable base;

and the upright rod is matched and connected with the second-stage bracket erected on the overhanging platform.

In one embodiment, the step of fixing a plurality of the adjustable bases to the extension section at intervals, after one of the uprights is vertically installed on one of the adjustable bases, includes:

adjusting the adjustable base to enable the upright to be at a preset height;

two sweeping rods above the adjustable base are fixed together with the extending section of the slope anchor rod below by using fixed steel wires.

According to the technical scheme, the slope anchor rod anchored on the cliff wall is used for further supporting the second-stage support, so that the construction support can be better and more stably fixed on the cliff wall, a stable construction environment is provided for workers, and construction safety is guaranteed.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and other drawings may be obtained according to the structures shown in these drawings without inventive effort for a person skilled in the art.

FIG. 1 is a schematic view of an embodiment of a construction rack system according to the present invention;

FIG. 2 is an enlarged view of FIG. 1 at A;

fig. 3 is a flow chart of a method of setting up a construction stent system of the present invention.

Reference numerals illustrate:

reference numerals	Name of the name	Reference numerals	Name of the name
				10	First stage support	40	Slope anchor rod
20	Overhanging platform	50	Cliff wall
				30	Second stage support	60	Wall connecting piece
31	Upright post

The achievement of the objects, functional features and advantages of the present invention will be further described with reference to the accompanying drawings, in conjunction with the embodiments.

Detailed Description

The following description of the embodiments of the present invention will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all 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 all directional indicators (such as up, down, left, right, front, and rear … …) in the embodiments of the present invention are merely used to explain the relative positional relationship, movement, etc. between the components in a particular posture (as shown in the drawings), and if the particular posture is changed, the directional indicator is changed accordingly.

Furthermore, the description of "first," "second," etc. in this disclosure is for descriptive purposes only and is not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In addition, the technical solutions of the embodiments may be combined with each other, but it is necessary to base that the technical solutions can be realized by those skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should be considered to be absent and not within the scope of protection claimed in the present invention.

The invention provides a construction support system which is arranged on a cliff rock wall 50, wherein the gradient of the cliff rock wall 50 is more than or equal to 79 degrees and less than or equal to 90 degrees.

As shown in fig. 1 and 2, in one embodiment, the construction support system includes: a first stage support 10;

the overhanging platform 20 is fixed on the cliff wall 50 and is positioned above the first-stage bracket 10;

a second stage support 30, the second stage support 30 being partially disposed above the first stage support 10;

the slope anchor rod 40, the extending direction of the slope anchor rod 40 is in a horizontal direction, the slope anchor rod 40 is fixed on the cliff rock wall 50 and is positioned above the overhanging platform 20, a part of the slope anchor rod 40 anchored on the cliff rock wall 50 is defined as a fixed section, a part of the slope anchor rod 40 extending out of the cliff rock wall 50 is defined as an extending section, the fixed section and the extending section are integrally formed, the second-stage bracket 30 comprises a plurality of vertical rods 31, a plurality of adjustable bases and a plurality of sweeping rods, the adjustable bases are fixed on the extending section at intervals, one vertical rod 31 is vertically arranged on one adjustable base, and two ends of one sweeping rod are connected with two vertical rods 31; and

Specifically, the construction bracket system refers to various brackets erected for a worker to operate and solve vertical and horizontal transportation. Mainly for constructors to get up and down, or surrounding safety nets to enclose and install components at high altitude, etc. In this application, adopt socket joint formula dish knot formula steel pipe scaffold frame as construction support main part to provide operation platform and safety protection for main part engineering construction. This socket joint formula dish knot formula steel pipe scaffold includes specifically that: the constructional parts such as pole setting, horizon bar, diagonal bar, scaffold board, railing, fender sole, knot string type steel ladder, safety net are more used in the building field, and the description is omitted here.

When a construction stand (i.e., scaffold) is erected on a foundation, the construction stand is formed of a plurality of stages of stands because the construction position (cliff wall) is high and steep, and the first stage of stand is directly landed on the foundation and may be called a landing frame. The construction support system is arranged on the first-stage support and can comprise a plurality of stages of supports, and particularly comprises the first support, the second-stage support, the third-stage support and the like, wherein the specific stages can be determined according to the construction height. The first stage support is arranged on the foundation, then, a overhanging platform is fixed on the cliff wall above the first stage support, and the second stage support is arranged on the overhanging platform. Then, fixing a overhanging platform on the cliff wall above the second-stage support, and erecting a third-stage support on the overhanging platform. That is, except that the first stage support (the floor frame) is based on the foundation, other supports at all levels are based on overhanging platforms, so that the stability of the supports at all levels of the construction support system is further improved.

Further, the second stage support may include a second stage support upright, an adjustable base, a longitudinal sweeping rod, and a transverse sweeping rod, where the adjustable base of the second stage support upright is mounted on a foundation platform or in a channel steel, and the second stage support upright is vertically inserted into the adjustable base, and the longitudinal sweeping rod is fixed on the rod by a right angle fastener and has a preset distance from the bottom of the rod. The transverse sweeping rod is fixed on a rod piece which is arranged right below the longitudinal sweeping rod by adopting a right-angle fastener. And then, installing a wall connecting piece, a longitudinal horizontal rod and a transverse horizontal rod, wherein the longitudinal horizontal rod is arranged on the inner side of the vertical rod, the longitudinal horizontal rods can be connected in a butt joint or lap joint mode, and the transverse horizontal rod is fixed on the longitudinal horizontal rod by adopting a right-angle fastener. The transverse horizontal rod is connected with the longitudinal horizontal rod at the upper part, and the longitudinal horizontal rod is connected with the inner side of the upright rod of the second-stage bracket. Further, in one embodiment, each stage of the rack may include: the cantilever platform used as each stage of support has the same structure, and each stage of support and the first stage of support erected on the cantilever platform are respectively provided with a wall connecting piece, a vertical rod, a cross rod and the like. For the sake of brevity, the present disclosure will be described with reference to the first stage support and the second stage support, and the connection manner of the wall connecting member, the upright rod and the transverse rod in the rest of the stages of supports is also referred to the embodiments of the present disclosure.

In the present disclosure, on the first stage support 10, the cantilever platform 20 is initially built, wherein the cantilever platform 20 is in the form of a steel truss and is fixed on the cliff wall 50, specifically, may be anchored and attached to the cliff wall 50 by grouting cement slurry through a drill hole. The second stage support 30 is erected on the overhanging platform 20, and along with the erection of the second stage support 30, if the slope of the upward rock wall is found to be slowed down, the slope anchor 40 can be anchored at the slope anchor, and the slope slowing can be the condition that the slope is changed from 90 degrees to less than 90 degrees. Then, based on the slope anchor 40, a part of the upright 31 of the second stage support 30 is erected on the slope anchor 40. In this embodiment, the overhanging platform 20 is set above the first stage support 10, the main body of the second stage support 30 is set on the overhanging platform 20, and the other parts of the second stage support 30 are set on the slope anchor 40. The second support is supported by the slope anchor rod 40 and the overhanging platform 20 together, so that the second-stage support 30 is more stable.

In one embodiment, as shown in fig. 1 and 2, the construction support systems are arranged in a hierarchical manner along the vertical direction of the rock wall, the height of a single-stage support can be 24m, and the upper and lower adjacent support structures are separated and stressed relatively independently. The separation of the upper and lower adjacent support structures mainly means that after the first stage support is erected on the foundation platform, namely, the floor support, the overhanging platform 20 starts to be anchored on the cliff wall 50 above the floor support, and the overhanging platform 20 is used as the basis of the second stage support, in other words, the second stage support is erected on the overhanging platform 20. Then, above the second stage support, the overhanging platform is continuously anchored on the cliff wall 50, and is taken as the basis of the third stage support, in other words, the second stage support is erected on the overhanging platform 20, and the like, a construction support system with a proper height is erected all the time for construction by constructors. Because the brackets positioned above are not directly erected on the lower-stage brackets between the two adjacent-stage brackets, but are erected on the overhanging platform 20, and the overhanging platform 20 is anchored on the cliff wall 50, the upper-stage and lower-stage adjacent-stage brackets are ensured to be separated from each other and stressed relatively independently.

In this application, after the pole setting 31 of the second support adopts adjustable base screw rod height-adjusting to put in place on the extension section of domatic stock 40, still can adopt the bifilar 8# galvanized steel wire that accords with general purpose low carbon steel wire (YB/T5294) to fix 2 sweep bars (vertical or horizontal) and the extension section of below horizontal stock of adjustable base screw rod top 1 way, just so firmly fix domatic stock 40.

In one embodiment, one of the ramp anchors 40 includes two channels with the back of the two channels fixedly spliced. Such a slope anchor 40 is robust, low cost, and easy to obtain materials. Specifically, the channel steel can be Q235 steel which accords with hot rolled section steel GB/T706-2016, and No. 8 channel steel.

In one embodiment, the center defining the position where the extension supports the adjustable base is a support point that is no more than 0.08m from the cliff wall 50. In this embodiment, the supporting point is spaced from the cliff wall 50 by a distance of not more than 0.08m, so that the slope anchor 40 can be stably fixed to the cliff wall 50, thereby making the second stage bracket 30 installed above more stable.

In one embodiment, a limiting member is disposed at the end of the extension section to limit the adjustable base and the upright 31. And a limiting piece is arranged at the end of the extending section and used for limiting the upright posts 31 and the bases of the upright posts 31, so that the upright posts 31 and the bases of the upright posts 31 are prevented from sliding out of the cliff wall 50 to punch out the end of the horizontal anchor rod and support to fall down. Wherein, the distance of the supporting point to the cliff rock wall 50 is not more than 0.08m, and the limit piece at the end of the extending section and the wing plates at two sides of the channel steel are matched, so that the vertical rod 31 can be effectively prevented from slipping and shaking, and the vertical rod 31 is more stable. Specifically, in one embodiment, the limiting piece is a limiting steel plate, the limiting steel plate is welded to the end face of the extending section, and the welding end socket is plugged at the end of the extending section. The limiting steel plate is easy to obtain and low in cost, the limiting steel plate is welded on the end face of the extending section, and the welding end socket is plugged at the end of the extending section, so that the upright rod 31 can be well limited.

As shown in fig. 1 and 2, in one embodiment, the construction support system further comprises a wall connecting member 60, the wall connecting member 60 comprising an integrally formed anchoring portion anchored to the cliff wall 50 and an extension portion extending away from a side of the cliff wall 50 and connected to the upright 31. The wall connecting piece 60 is used for fixing the vertical rod 31, further fixing the construction support system, and supporting the second-stage support 30 by matching with the slope anchor rod 40 and the overhanging platform 20, so that the construction support system is more stable.

Specifically, in practical construction, the wall connecting piece 60 can be anchored on the rock wall by adopting a Q235 horizontal steel pipe with the outer diameter of 48.3mm and the thickness of 2.5 mm. In one embodiment, the extension is connected to the uprights 31 of two adjacent rows. Making the connection of the wall links 60 more secure.

Specifically, the wall connecting member 60 and the two rows of support uprights 31 at corresponding positions can be connected by adopting two sets of right-angle fasteners, and the connection point is arranged below the plate fastening main node of the uprights 31 and is not more than 0.3m away from the plate fastening main node of the uprights 31.

As shown in fig. 1 and 2, in one embodiment, the wall connecting pieces 60 are plural, and the distribution of the plural wall connecting pieces 60 on the rock wall surface is arranged according to the longitudinal horizontal spacing of 3.0m and the vertical spacing of 3m. The longitudinal two ends of the bracket are encrypted and arranged: the horizontal spacing is 1.5m, and the vertical spacing is 1.5m. The wall links 60 are positioned from the first horizontal bar of each stage of the bottom layer of the rack. The setting can make this construction bracket system more firm like this, be difficult for rocking.

In one embodiment, in which the wall-connecting member 60 may be anchored to the cliff wall 50 by drilling a grout, the anchor hole diameter is 90mm, the anchor hole depth (anchoring length) is 800mm, and the anchor hole grouting is of grade 42.5 Portland cement. Before the rock wall is drilled and anchored, loose covers such as surface floating soil, vegetation root systems, weathered stripped rock layers and the like are cleaned, until the complete hard rock wall is exposed, and the depth of the anchor holes is calculated from the surface of the complete hard rock wall. Reasonable value of the depth of the horizontal steel pipe anchor hole of the wall connecting piece 60 is determined through a field drawing test, the drawing test is carried out by referring to technical rules of full framing prepressing of steel pipes (JGJ/T194-2009), and specific processes and parameters are executed according to the reviewed construction scheme special for construction brackets. Technical specifications for rock-soil anchor rods and shotcrete support engineering (GB 50086-2015).

The invention also provides a construction support system setting up method, as shown in fig. 3, for setting up the construction support system, comprising the following steps:

step S1: erecting a first stage bracket;

step S2: setting up a cantilever platform on the cliff wall, wherein the cantilever platform is positioned above the first-stage bracket;

step S3: setting up a part of the second-stage bracket on the overhanging platform;

step S4: judging whether the gradient of the cliff is smaller than 90 degrees;

step S5: if yes, horizontally anchoring the slope anchor rod to the cliff wall;

step S6: the other part of the second stage bracket is arranged on the slope anchor rod;

in this embodiment, when the gradient of the cliff wall 50 becomes less than 90 degrees, it is indicated that the gradient of the cliff wall 50 is slowed down, and at this time, for the purpose of stabilizing the construction support system, a slope anchor 40 is anchored to the cliff wall 50 at this point, the slope anchor 40 is used as a foundation for the upright 31, a plurality of adjustable bases are fixed to the extension sections at intervals, and one upright 31 is vertically installed to one of the adjustable bases.

Then, the support can be continuously erected under the cooperation of the upright posts 31 and the upright posts 31 erected on the overhanging platform 20. The second support is supported by the slope anchor rod 40 and the overhanging platform 20 together, so that the second-stage support 30 is more stable.

In one embodiment, step S5: if yes, the step of horizontally anchoring the slope anchor rod to the cliff wall comprises the following steps:

step S51: if yes, the back parts of the two channel steels are fixedly spliced to form the slope anchor rod;

step S52: and horizontally anchoring the slope anchor rod to the cliff wall.

In this embodiment, the slope anchor is formed by fixedly splicing the back portions of two channel steel, and such slope anchor 40 is strong and durable, has low cost, and is made of a material which is convenient to obtain. Specifically, the channel steel can be Q235 steel which accords with hot rolled section steel GB/T706-2016, and No. 8 channel steel.

In one embodiment, step S6: the second stage bracket is arranged on the slope anchor rod, and the second stage bracket comprises:

step S61: fixing a plurality of adjustable bases on the extension section at intervals, wherein one upright rod is vertically arranged on one adjustable base;

step S62: and the upright rod is matched and connected with the second-stage bracket erected on the overhanging platform.

In this embodiment, the pole setting interval is installed on adjustable base, can height-adjusting, the constructor operation of being convenient for.

In one embodiment, step S61: fixing a plurality of adjustable bases on the extension section at intervals, wherein one upright rod is vertically arranged on one adjustable base, and the following steps comprise:

step S611: adjusting the adjustable base to enable the upright to be at a preset height;

step S612: two sweeping rods above the adjustable base are fixed together with the extending section of the slope anchor rod below by using fixed steel wires.

In this embodiment, after the height of the upright rod 31 of the second bracket on the extension section of the slope anchor rod 40 is adjusted in place by adopting the adjustable base screw, 2 sweeping rods (longitudinal or transverse) above the adjustable base screw and the extension section of the lower horizontal anchor rod can be fixed for 1 channel by adopting the double-strand 8# galvanized steel wire conforming to the general purpose low carbon steel wire (YB/T5294), so that the slope anchor rod 40 is firmly fixed.

In actual construction, the method can be applied to the position of the scarp at the outlet of the Gong beach tunnel of the first-term engineering of the unitary highway from Peng Shui to the unitary highway, dangerous rock bodies are arranged on the scarp part, the scarp is in an understable state, and under the influence of adverse factors such as storm, vibration and the like, the whole dumping damage is likely to happen, and if the new dangerous rock bodies are further developed, the new dangerous rock bodies are formed. To ensure the overall stability of the cliff rock wall, reinforcement and protection of the cliff rock wall is therefore required. First, a bracket needs to be erected so that workers can stand on the scaffold to reinforce and protect the cliff wall. However, the height of the scarp at the place reaches 190m, the coverage width is 85.5m, the gradient is close to 90 degrees, the traditional construction support is difficult to erect on the scarp of hundreds of meters, and potential safety hazards such as instability and the like are easy to exist after the construction support is erected. In the technical scheme of the invention, the foundation platform comprises multiple steps, can adapt to the complex environment at the scarp slope feet and provides stable support for the upper support. The cantilever support is anchored on the cliff and is tightly connected with the cliff wall, so that a stable working environment is provided for constructors. The cantilever support structure is stable, so that the construction environment is safer and more stable. The second stage support is erected on the cantilever frame and separated from the first stage support structure, and the stress is relatively independent. The first-stage support and the second-stage support are structurally separated, and are relatively independent in stress, so that the burden of the second-stage support cannot be increased due to the arrangement of the second-stage support, and the second-stage support is safer. And, the construction process is carried out, the first-stage bracket can be dismantled, and the construction of the upper-stage bracket can not be influenced. The satisfactory material of the first stage scaffold is then used to set up the upper scaffold. Saving building materials, realizing recycling of materials and reducing cost. The slope anchor rod anchored on the cliff wall is used for further supporting the second-stage support, so that the construction support can be better and more stably fixed on the cliff wall, a stable construction environment is provided for workers, and construction safety is guaranteed.

The foregoing description is only of the preferred embodiments of the present invention and is not intended to limit the scope of the invention, and all equivalent structural changes made by the description of the present invention and the accompanying drawings or direct/indirect application in other related technical fields are included in the scope of the invention.

Claims

1. A construction support system, characterized in that the construction support system is provided on a cliff rock wall, wherein the gradient of the cliff rock wall is 79 degrees or more and 90 degrees or less, the construction support system comprising:

a first stage support;

the second-stage bracket is partially arranged above the first-stage bracket;

2. The construction support system of claim 1, wherein a stop is provided at the end of the extension to stop the adjustable base and the upright.

3. The construction support system of claim 2, wherein the stop is a stop steel plate welded to an end face of the extension, and the weld head is plugged at an end of the extension.

4. A construction support system according to any one of claims 1 to 3, further comprising a wall connecting member comprising an integrally formed anchoring portion anchored to the cliff wall and an extension portion extending away from a side of the cliff wall and connected to the upright.

5. The construction support system of claim 4, wherein the extension is connected to two adjacent rows of the uprights.

6. The construction support system of claim 5, wherein the plurality of wall links are arranged in a plurality of horizontal spacing of 3m and a plurality of vertical spacing of 3m.

7. A method of erecting a construction scaffolding system, characterized in that the method of erecting a construction scaffolding system is used to build a construction scaffolding system according to any one of claims 1 to 6, comprising:

erecting a first stage bracket;

setting up a part of the second-stage bracket on the overhanging platform;

judging whether the gradient of the cliff is smaller than 90 degrees;

if yes, horizontally anchoring the slope anchor rod to the cliff wall;

and the other part of the second stage bracket is arranged on the slope anchor rod.

8. The method of setting up a construction support system according to claim 7, wherein if so, the step of horizontally anchoring the slope anchor to the cliff wall comprises:

and horizontally anchoring the slope anchor rod to the cliff wall.

9. A method of erecting a construction scaffolding system according to claim 7 or 8 wherein the step of erecting a further portion of the secondary scaffolding onto the slope anchor comprises:

10. The method of erecting a construction scaffolding system according to claim 9 wherein said step of securing a plurality of said adjustable bases to said extension section at intervals, a said upright being mounted upright on a said adjustable base comprises:

adjusting the adjustable base to enable the upright to be at a preset height;

the sweeping rod above the adjustable base is fixed with the extending section of the slope anchor rod below by a fixed steel wire.