CN216690318U - Side slope pole setting foundation support and side slope scaffold thereof - Google Patents

Abstract

The utility model relates to the technical field of slope construction support, in particular to a slope upright rod foundation support and a slope scaffold thereof, wherein the slope upright rod foundation support comprises a tension resistant part anchored into a slope and a support part used for mounting an upright rod, the support part comprises a support plate with a V-shaped open slot and a mounting plate mounted in the open slot, one side of the V-shaped open slot of the support plate is mounted on a slope and connected with the tension resistant part, the mounting plate is fixedly connected with the support plate after being adjusted to a horizontal position according to the angle of the slope, and the slope upright rod foundation support can adjust the mounting surface of the upright rod to the horizontal position according to different slope positions, so that the bottom end surface of the upright rod is in contact with the support part, the erection is simple, the bearing capacity is high, the stability is high, and the erection safety of the slope scaffold can be effectively ensured.

Description

Side slope pole setting foundation support and side slope scaffold thereof

Technical Field

The utility model relates to the technical field of slope construction support, in particular to a slope upright rod foundation support and a slope scaffold thereof.

Background

The side slope scaffold is a main carrier for side slope construction operators, construction equipment, construction materials and the like, and the stability of the scaffold is directly related to construction safety and construction quality. How to set up the side slope pole setting is also a key factor influencing the overall stability of the scaffold, in order to improve the setting stability of the pole setting, the prior art generally adopts concrete pouring at the existing setting part to achieve the purpose of slope hardening, so that the bearing capacity of the foundation at the setting part can meet the setting requirement of the scaffold, the mode has not only complicated construction, but also can be used for setting construction after the strength of a pouring surface meets the requirement, and the side slope scaffold is influenced by wind load, construction load and the like, is not stable when being set up, and has the problems of deviation of the pole setting and slippage setting of the concrete surface.

In order to solve the problems, a base installed for a scaffold upright rod is developed on the market, if the patent document with an authorization publication number of CN 203783113U and the name of a base structure of the scaffold upright rod is a patent document with an upper connecting piece and a lower connecting piece, the upper connecting piece is used for connecting the scaffold upright rod, the lower connecting piece is used for connecting anchoring grout, the anchoring grout consists of an anchor rod and grout, and the hole pile is manually chiseled at the upright rod erection part and is injected with the grout after the anchor rod is inserted into the hole pile, so that the base is effectively connected with a slope surface of a side slope, and the erection of the upright rod is completed. When the vertical rod base is used for erecting a slope scaffold, the following problems exist: firstly, the process is more, the slope surface needs to be leveled, a base plate with an upper connecting piece and a lower connecting piece is installed, a hole pile is manually dug, and then an anchor rod is inserted and grouting anchoring is carried out; secondly, the upright stanchion is inserted into the upper connecting piece in the connection mode of the upright stanchion and the base plate of the scaffold, so that the upper connecting piece arranged on the base plate is required to have higher verticality, and further, the anchor rod is inserted into the hole pile in a vertically downward mode, and the difficulty of manually digging the hole pile is higher; thirdly, the horizontal installation of the substrate on the slope also has the problems of void outside and unbalanced stress, which also has adverse effects on the installation stability of the pole.

SUMMERY OF THE UTILITY MODEL

One of the objects of the present invention is at least: to set up among the prior art side slope scaffold in-process, there is the pole setting to set up the problem that difficulty, pole setting basis bearing capacity are weak, provides a side slope pole setting basis support and side slope scaffold thereof, this side slope pole setting basis support includes the tensile piece of anchor income side slope, the tensile piece is connected with adjustable installation face horizontal position's bearing, through the installation face horizontal angle who adjusts the bearing for pole setting bottom terminal surface and bearing contact, not only set up the mode simple, can guarantee moreover that the pole setting acts on domatic load perpendicular to domatic direction, improve pole setting basis bearing capacity, guarantee that side slope scaffold sets up safety.

In order to achieve the above object, the present invention adopts the following aspects.

The utility model provides a slope pole setting foundation support, goes into the tensile piece in the side slope including the anchor to and be used for installing the support of pole setting, this support is including the backup pad that has the V-arrangement open slot and install the mounting panel in the open slot, the V-arrangement open slot one side of backup pad install on domatic and with tensile piece connects, the mounting panel according to domatic angular adjustment for behind the horizontal position with backup pad fixed connection.

By anchoring the tensile member in the side slope and connecting the supporting member serving as the upright rod foundation to the tensile member, the stability and the bearing capacity of the supporting member are improved, and the problem that the upright rod installation is influenced by slipping, instability and the like is avoided; the supporting plate with the V-shaped open slot is adopted, one side of the V-shaped open slot is arranged on the slope surface, on one hand, the contact area between the supporting piece and the slope surface can be increased, the excessive concentration of load is avoided, on the other hand, the supporting piece is subjected to the load and vertically acts on the slope surface direction through the surface of the supporting plate, the bearing capacity is improved, and the safety of building the slope scaffold is ensured; a there is the angle difference in different positions for domatic the installation supporting piece, and the both ends that mounting panel and open slot both sides are connected are fixed behind the domatic angular adjustment connection position for the back on the supporting piece is used for connecting tensile piece, the mounting panel is in the level and sets up the state, guarantees that the pole setting is installed perpendicularly on the supporting piece.

This slope pole setting foundation support simple structure can adjust pole setting installation face to horizontal position according to the domatic position control of difference for pole setting bottom terminal surface and bearing contact, set up the side simple, and bearing capacity is high, and stability is high, and slope scaffold sets up safety.

Further, the tension-resistant piece adopts an expansion bolt or an anchor rod or an anchor bolt.

Preferably, a flange is arranged in the V-shaped opening groove of the supporting plate, and the mounting plate is welded on the flange.

Through set up the flange in V-arrangement open slot, the both ends setting of mounting panel is on the flange, strengthens mounting panel fixed connection position, improves mounting panel bearing capacity, ensures structural security, stability, guarantees slope scaffold and sets up safety.

Preferably, slope pole setting basis support includes domatic bedplate, the backup pad is installed on domatic bedplate.

Through setting up domatic bedplate, make the backup pad install completely on domatic bedplate, ensure that the stress surface of backup pad is whole to laminate with domatic bedplate, avoid the backup pad bottom to have unsettled or stress concentration's problem, guarantee backup pad installation stability.

Furthermore, the slope surface base plate is made of reinforced concrete plates or steel plates, and the mounting surface of the slope surface base plate is mounted on the slope surface in an embedded mode.

Preferably, the bearing part further comprises a reinforcing rib plate, and the reinforcing rib plate is welded on the back side of the V-shaped open slot of the supporting plate and is used for being installed on the slope seat plate to support the supporting plate.

The backup pad is installed behind domatic bedplate, and V-arrangement open slot one side is installed on domatic bedplate, and the opposite side is in unsettled state, through setting up deep floor, protects the backup pad of unsettled one side, avoids the pole setting to take place behind the mounting panel, because stress concentration causes the damage to the unsettled side of backup pad.

Preferably, the slope seat plate is provided with a strip-shaped hole.

The strip-shaped holes are arranged, so that the supporting plate can conveniently adjust the position on the slope base plate, and further the height of the supporting piece can be adjusted.

Preferably, be equipped with spacing bead on the mounting panel, spacing bead with the V-arrangement open slot of backup pad forms and is used for the restriction the pole setting removes the installation space on a large scale.

The both ends fixed connection of mounting panel is in backup pad V-arrangement open slot, and the position of backup pad V-arrangement open slot both sides forms spacingly to mounting panel both ends, sets up spacing bead through the both sides at mounting panel installation face, and further forms spacingly to the both sides position of mounting panel to form spacing installation space all around on the mounting panel, make the pole setting take and establish back on slope pole setting basis support, pole setting removal space is restricted, the location of easy to assemble.

Correspondingly, this technical scheme still provides a side slope scaffold, include along the side slope in line, the pole setting of arranging in line to and horizontal pole and vertical horizontal pole, the pole setting is installed at the aforesaid side slope pole setting basis support on, horizontal pole horizontal connection is in the pole setting, vertical horizontal pole sets up on horizontal pole, the partial platform that horizontal pole and vertical horizontal pole overlap joint formed is as operation platform, the operation platform upper berth is equipped with the scaffold board.

By adopting the slope upright rod foundation support with the structure, the upright rods of the slope scaffold are simple to erect, the erecting surface is smooth, and the slope upright rod foundation support has strong bearing capacity and can improve the stability and the safety of the slope scaffold; the pole setting that horizontal pole will the in-line set up connects into whole, and vertical horizontal pole is set up on horizontal pole, connects into whole with two adjacent pole settings on the one hand to form side slope scaffold overall structure, have stronger stability, on the other hand makes horizontal pole and vertical horizontal pole form platform structure, according to actual construction needs, forms smooth and safe operation platform through laying the scaffold board on the platform, is used for personnel's operation, equipment to lay and construction operation.

Preferably, the slope scaffold further comprises a reinforcing diagonal rod, wherein the reinforcing diagonal rod is connected to the vertical rods along the slope direction and is connected with the transverse cross rod or the longitudinal cross rod.

Connect many pole settings through the enhancement down tube to each horizontal row of messenger's scaffold connects into overall structure, improves side slope scaffold stability.

Furthermore, the reinforcing diagonal rod comprises a lower-layer diagonal rod arranged at the bottom of the vertical rod and an upper-layer diagonal rod arranged at the top of the vertical rod.

Preferably, the intersection part of the transverse cross bar and the longitudinal cross bar is provided with a wall connecting anchor bar for tying the slope scaffold, and the other end of the wall connecting anchor bar is anchored into the slope.

Because the stability and the security of side slope scaffold are the key of side slope construction, in order to further guarantee the security of side slope scaffold, through setting up even wall anchor bar, fix side slope scaffold on the side slope through even wall anchor bar, and even wall anchor bar sets up in horizontal cross-bar and vertical cross-bar handing-over department, because this department atress is comparatively concentrated, concreties here and more can improve side slope scaffold's stability.

Preferably, the operating platform outside is provided with guard rail and high skirting pole.

Horizontal pole and the partial platform of vertical horizontal pole overlap joint formation are as operation platform, in order to protect operation platform staff's operation safety, set up in operation platform's the outside and prevent guardrail bar and high kicking the foot pole, can ensure operation platform upper portion and bottom simultaneously and protect safety.

In summary, due to the adoption of the technical scheme, the utility model at least has the following beneficial effects:

1. by anchoring the tensile member in the side slope and connecting the supporting member serving as the upright rod foundation to the tensile member, the stability and the bearing capacity of the supporting member are improved, and the problem that the upright rod installation is influenced by slipping, instability and the like is avoided;

2. the supporting plate with the V-shaped open slot is adopted, one side of the V-shaped open slot is arranged on the slope surface, on one hand, the contact area between the supporting piece and the slope surface can be increased, the excessive concentration of load is avoided, on the other hand, the supporting piece is subjected to the load and vertically acts on the slope surface direction through the surface of the supporting plate, the bearing capacity is improved, and the safety of building the slope scaffold is ensured;

3. the slope used for mounting the supporting piece has angle difference at different positions, and the mounting position of the mounting plate connected with the two sides of the V-shaped open slot is adjusted, so that after the supporting piece is connected to the tensile piece, the mounting plate is in a horizontal arrangement state, and the vertical rod is ensured to be vertically mounted on the supporting piece;

4. flanges are arranged in the V-shaped open slot, and two ends of the mounting plate are arranged on the flanges, so that the fixed connection part of the mounting plate is reinforced, the bearing capacity of the mounting plate is improved, the safety and the stability of the structure are ensured, and the safety of building the slope scaffold is ensured;

5. through the slope pole setting foundation support of this application structure, the slope scaffold pole setting is set up simply, it levels to set up the face, and slope pole setting foundation support bearing capacity is strong, can improve slope scaffold stability and security, the pole setting that the in-line set up is connected into whole to horizontal cross bar, vertical cross bar sets up on horizontal cross bar, connect into whole with two adjacent poles settings on the one hand, thereby form slope scaffold overall structure, stronger stability has, on the other hand makes horizontal cross bar and vertical cross bar form the platform structure, according to actual construction needs, form level and smooth and safe operation platform through laying the scaffold board on the platform, be used for personnel's operation, equipment is laid and is operated with the construction.

Drawings

Fig. 1 is a schematic structural view of a slope upright foundation support (also shown as a partially enlarged view at a in fig. 6) according to the present invention.

Fig. 2 is a schematic structural view of a slope upright foundation support of another slope angle in embodiment 1.

Fig. 3 is a schematic structural view of a slope upright foundation support with a slope seat plate in embodiment 1.

Fig. 4 is a schematic structural view of a slope upright rod foundation support of another slope surface seat plate structure in the embodiment.

Fig. 5 is a schematic structural view of the slope seat plate in fig. 3.

Fig. 6 is a schematic structural view of the side elevation direction of the slope scaffold of the present invention.

Fig. 7 is a structural schematic diagram of the slope scaffold in the direction of the front elevation.

The labels in the figure are:

1-side slope, 2-side slope upright rod foundation support, 21-tensile piece, 22-supporting piece, 221-supporting plate, 221 a-V-shaped open slot, 221 b-flange, 222-mounting plate, 222 a-limit convex rib, 223-reinforcing plate, 23-slope seat plate, 23 a-strip-shaped hole, 3-upright rod, 4-transverse cross rod, 5-longitudinal cross rod, 6-operation platform, 7-reinforcing inclined rod, 71-upper inclined rod, 72-lower inclined rod, 8-side wall anchor bar, 9-guard rail, 10-high skirting rod, 11-longitudinal floor sweeping rod and 12-transverse floor sweeping rod.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings and embodiments, so that the objects, technical solutions and advantages of the present invention will be more clearly understood. It should be understood that the specific embodiments described herein are merely illustrative of the utility model and are not intended to limit the utility model.

Example 1

Figure 1 shows a slope pole foundation support 2 according to an exemplary embodiment of the utility model. The slope upright stanchion base support 2 of the embodiment mainly comprises a tension-resistant member 21 anchored in the slope 1 and a support member 22 for installing the upright stanchion 3, wherein the support member 22 comprises a support plate 221 with a V-shaped opening groove 221a and an installation plate 222 installed in the V-shaped opening groove 221a, one side of the V-shaped opening groove 221a of the support plate 221 is installed on the slope surface of the slope 1 and connected with the tension-resistant member 21, and the installation plate 222 is fixed with the support plate 221 after being adjusted to a horizontal position according to the slope surface angle.

The tension-resistant member 21 is an expansion bolt, an anchor rod or an anchor bolt, in this embodiment, the tension-resistant member 21 is an expansion bolt, a mounting hole is firstly formed in the support plate 221, and the tension-resistant member 21 is fixedly connected with the support plate 221 through a fastener after passing through the mounting hole. When the tensile member 21 is a screw, the support plate 221 can also be welded to the tensile member 21, so as to ensure reliable and firm connection.

The utility model provides a slope pole setting basis support 2 is more obvious one advantage is, mounting panel 222 can adjust according to the domatic angle of side slope 1, thereby guarantee that the installation face of mounting panel 222 is located horizontal position all the time, be convenient for be used for pole setting 3 installation, fig. 1 shows the installation position of mounting panel 222 when the slope angle is 45, when the angle increase of side slope 1 or when reducing, correspond the mounted position of adjusting mounting panel 222, to be illustrated for example for 30 in fig. 2 the slope angle, be 45 for domatic angle, it is connected with backup pad 221 after the right side is increaseed to the left side of mounting panel 222 to correspond, thereby make the installation face level setting of mounting panel 222, be used for installation pole setting 3. Similarly, when the slope angle is increased, the mounting plate 222 is connected to the support plate 221 by being raised to the left and lowered to the right. The connection mode of the mounting plate 222 and the support plate 221 includes welding, bolt connection, and the like, and preferably adopts welding connection, and when the support is removed, the slope upright rod foundation support 2 is cut off.

The slope pole setting foundation support 2 of this embodiment both can be used to the scaffold frame and also can be used to the support of side slope position and set up, as long as the operating mode occasion that needs realize the support through the pole setting, all can adopt slope pole setting foundation support. By installing the mounting plate 222 in the V-shaped opening groove 221a of the supporting plate 221 and adjusting the connection position of the left end and the right end of the mounting plate 222 according to the slope angle, and fixedly attaching one side of the V-shaped opening groove 221a of the supporting plate 221 to the slope 1, the load of the supporting member 22 transmitted by the vertical rod 3 acts on the slope surface direction perpendicularly through the plate surface of the supporting plate 221, so that the bearing capacity is improved, and the safety of the support foundation is ensured.

As a preferred embodiment in this embodiment, a flange 221b is disposed in the V-shaped opening groove 221a of the supporting plate 221, the mounting plate 222 is welded to the flange 221b, the supporting member 22 is made of a steel structure, the supporting plate 221 is a steel plate bent to form the V-shaped opening groove 221a, the flange 221b is integrally connected to the inside of the V-shaped opening groove 221a and extends to two sides of the V-shaped opening groove 221a, the mounting plate 222 is also made of a steel plate, two ends of the mounting plate are provided with bevel openings, the bevel openings at two ends of the mounting plate 222 are welded to the flange 221b, and the flange 221b is disposed on the supporting plate 221, so that not only can the connection strength of the mounting plate 222 be improved, but also the structural strength of the supporting plate 221 can be enhanced. Because the mounting plate 222 is connected in the V-shaped opening groove 221a, the two ends of the mounting plate are limited by the support plate 221, and the two sides of the mounting surface of the mounting plate 222 are provided with the limiting convex ribs 222a, so that the limiting convex ribs 222a and the V-shaped opening groove 221a of the support plate 221 form a mounting space for limiting the vertical rod 3 to move in a large range.

Fig. 3 and 4 show a preferred structure of the foundation support 2 with a slope seat plate 23, the slope seat plate 23 is installed on the slope of the side slope 1, the slope seat plate 23 is connected with the tensile member 21, the support plate 221 is installed on the slope seat plate 23, the slope seat plate 23 can be either a concrete structure or other material structure, when a concrete structure is adopted, the tensile member 21 can be anchored in the slope seat plate 23 by anchor bolts, the support plate 221 is installed on the slope seat plate 23, as shown in fig. 4, the slope seat plate 23 adopts a right-angled triangular prism structure, both side faces of a right angle are embedded in the side slope 1, the other side is arranged outside the slope for installing the support member 22, the slope seat plate 23 can also be made of steel plate, and the structure can be adjusted, as shown in fig. 3, when the slope seat plate 23 adopts a steel plate structure, the lower surface of the slope base plate is arranged on a slope (or embedded), the slope base plate 23 is welded or bolted with the tensile piece 21, the support plate 221 is bolted on the slope base plate 23, preferably, a strip-shaped hole 23a is formed in the slope base plate 23 and used for adjusting the position of the support plate 221 on the slope base plate 23 and further adjusting the height of the support piece 22, and the structure of the slope base plate 23 with the strip-shaped hole 23a is shown in fig. 5.

As another preferred embodiment of this embodiment, the bearing part 22 further includes reinforcing rib plates 223, the reinforcing rib plates 223 are welded on the back sides of the V-shaped open slots 221a of the bearing plate 221, and are used for being mounted on the sloping surface seat plate 23 to further support the bearing plate 221, when the bearing part 22 is not provided with the sloping surface seat plate 23, the reinforcing rib plates 223 also support the bearing plate 221 through a side slope, and the reinforcing rib plates 223 preferably adopt triangular rib plates, the number of which is two, and the reinforcing rib plates are respectively disposed on two sides of the back sides of the V-shaped open slots 221 a.

Example 2

Fig. 6 and 7 show a slope scaffold according to an exemplary embodiment of the present invention, which includes uprights 3 arranged in rows and columns along a slope, and a transverse cross bar 4 and a longitudinal cross bar 5, wherein the uprights 3 are mounted on a slope upright foundation support 2, the slope upright foundation support 2 adopts the structure of embodiment 1, the transverse cross bar 4 is horizontally connected to the uprights 3, the longitudinal cross bar 5 is erected on the transverse cross bar 4, the transverse cross bar 4 and the longitudinal cross bar 5 are overlapped to form a platform, in order to improve the structural stability of the platform, part of the platform is used as an operating platform 6, and a scaffold board is laid on the operating platform 6.

In the embodiment, the row pitch (longitudinal pitch) of the upright posts 3 is set to be 1.2-1.8m, the row pitch (row pitch) of the upright posts 3 is set to be 1.5-2.0m, the upright posts 3 adopt single vertical pipes, the step pitch of the transverse cross rods 4 is set to be 1.0-1.5m, the step pitch of the longitudinal cross rods 5 is also set to be 1.0-1.5m, the longitudinal cross rods 5 are arranged on the upright posts, the number of the transverse cross rods 4 in lap joint is 2-3, in order to ensure the integral stability of the slope scaffold, the transverse cross rods 4 and the longitudinal cross rods 5 are erected at intervals along the slope direction, so that a platform structure is formed, and after scaffold plates are erected on partial platforms, an operation platform is formed and is used for personnel operation, equipment placement and construction operation. The transverse cross bar 4, the longitudinal cross bar 5 and the vertical bar 3 are all steel pipes with the type phi 48 multiplied by 3.5, the above embodiment is used for illustration, and related parameters can be adjusted according to actual working conditions in actual application.

As a preferred embodiment in this embodiment, the slope scaffold further includes a reinforcing diagonal rod 7, the reinforcing diagonal rod 7 is connected to the plurality of vertical rods 3 along the slope direction and is connected to a part of the transverse cross rod 4 or the longitudinal cross rod 5, a wall connecting anchor bar 8 for tying the slope scaffold is disposed at an intersection of the transverse cross rod 4 and the longitudinal cross rod 5, the other end of the wall connecting anchor bar 8 is anchored in the slope 1, the wall connecting anchor bar 8 is preferably a grouting anchor bar, the reinforcing diagonal rod 7 includes an upper diagonal rod 71 and a lower diagonal rod 72, the distance from the lower diagonal rod 72 to the slope surface is 0.15-0.3 m, and the vertical distance from the upper diagonal rod 71 to the lower diagonal rod 72 is 1.2-2 m. In order to ensure the safety of personnel and equipment on the operating platform 6, a protective railing 9 and a high skirting rod 10 are arranged on the outer side of the operating platform 6, the height of the protective railing 9 is set to be 1.0-1.5m, and the height of the high skirting rod 10 is set to be about 30 cm.

In order to further improve the use safety of the side slope scaffold, the outer side of the side slope scaffold is sealed by using a dense mesh type safety net, and the safety net is fixed on the inner side of a vertical rod of an outer row of the scaffold.

Example 3

The embodiment provides a construction step for building a side slope scaffold, which mainly comprises the following steps:

A. foundation treatment, namely treating the slope surface of the side slope 1, removing loose stones, compacting the slope surface, and hardening concrete on the soil slope surface, wherein the hardened thickness of the concrete is not less than 10 cm;

B. positioning the elastic wires and the upright stanchions 3, straightening by using a steel tape, positioning the elastic wires of each row and each column of the upright stanchions 3, separating the upright stanchions, and mounting the slope upright stanchion foundation supports 2;

C. placing and installing the floor sweeping rods, as shown in FIG. 6, installing a transverse floor sweeping rod 12 and a longitudinal floor sweeping rod 11 according to the line snapping positions;

D. erecting and installing the upright stanchions 3 one by one, and fastening the upright stanchions 3 with the transverse sweeping pole 12 and the longitudinal sweeping pole 11;

E. installing a first layer of transverse cross rods 4 (fastening the transverse cross rods 4 with the upright rods 3), erecting first layer of longitudinal cross rods 5 on the first transverse cross rods 4, then erecting second layer of transverse cross rods 4, and erecting second layer of longitudinal cross rods 5 on the second transverse cross rods 4;

F. constructing side wall anchor bars 8 with a first layer height along the slope surface in the upward direction, and additionally arranging a cross brace when necessary;

G. an operation platform 6 with a first layer height is erected, firstly, a protective railing 9 and a high skirting rod 10 are erected, and a scaffold sheet is laid, so that the safe and reliable operation platform 6 is formed;

H. hanging safety nets and sequentially erecting the safety nets to the designed height.

The foregoing is merely a detailed description of specific embodiments of the utility model and is not intended to limit the utility model. Various alterations, modifications and improvements will occur to those skilled in the art without departing from the spirit and scope of the utility model.

Claims (10)

1. The utility model provides a slope pole setting basis support, characterized in that, including anchor tensile piece (21) in slope (1) to and be used for installing support piece (22) of pole setting (3), this support piece (22) including have backup pad (221) of V-arrangement open slot (221a) and install mounting panel (222) in V-arrangement open slot (221a), install on domatic and with tensile piece (21) are connected V-arrangement open slot (221a) one side of backup pad (221), mounting panel (222) according to domatic angular adjustment for the horizontal setting after with backup pad (221) fixed connection.

2. The slope pole foundation support of claim 1, wherein a flange (221b) is provided in the V-shaped opening groove (221a) of the support plate (221), and the mounting plate (222) is welded to the flange (221 b).

3. The slope pole foundation support of claim 1, wherein the slope pole foundation support (2) comprises a slope surface seat plate (23), and the support plate (221) is mounted on the slope surface seat plate (23).

4. The foundation support according to claim 3, wherein the supporting member (22) further comprises a reinforcing rib plate (223), and the reinforcing rib plate (223) is welded to the back side of the V-shaped opening groove (221a) of the supporting plate (221) and is used for being mounted on the slope surface base plate (23) to support the supporting plate (221).

5. The foundation support of claim 3, wherein the slope base plate (23) is provided with a strip-shaped hole (23 a).

6. The foundation support according to any one of claims 1 to 5, wherein the mounting plate (222) is provided with a limiting rib (222a), and the limiting rib (222a) and the V-shaped opening groove (221a) of the support plate (221) form a mounting space for limiting the movement of the upright (3) in a wide range.

7. A side slope scaffold, characterized by, include along the side slope in line, the pole setting (3) of arranging in a row, and horizontal pole (4) and longitudinal beam (5), the pole setting (3) is installed on the side slope pole setting foundation support (2) of one of claims 1-6, horizontal pole (4) is connected on pole setting (3), longitudinal beam (5) set up on horizontal pole (4), the partial platform that horizontal pole (4) and longitudinal beam (5) overlap joint formed is as operation platform (6), operation platform (6) are laid and are equipped with the scaffold board.

8. A slope scaffold according to claim 7, further comprising a reinforcement diagonal (7), said reinforcement diagonal (7) being connected to a plurality of uprights (3) in the slope direction and to some of said transverse (4) or longitudinal (5) crossbars.

9. The slope scaffold according to claim 7, wherein the intersection of the transverse cross bar (4) and the longitudinal cross bar (5) is provided with a wall connecting anchor bar (8) for tying the slope scaffold, and the other end of the wall connecting anchor bar (8) is anchored into the slope (1).

10. A scaffolding according to any of claims 7-9, characterized in that outside the operating platform (6) there are arranged guard rails (9) and high skirting bars (10).

Images