Progressive construction platform of landing stage downside
Technical Field
The utility model belongs to the field of building construction, and particularly relates to a progressive construction platform at the lower side of a trestle.
Background
In the field of building construction, maintenance of steel structure buildings such as trestle and footpath is an important link for ensuring safety and prolonging service life. These structures typically require periodic inspection and maintenance after construction is complete. In particular, the steel structure of the lower surface of the trestle is more complex in maintenance work due to the fact that the position of the steel structure is special.
The traditional maintenance method comprises the step of using a climbing vehicle, and the method can directly reach the lower surface of the trestle for maintenance. However, this approach is limited by the road under the trestle, especially in narrow or heavy traffic areas, where the use of the climbing vehicle is greatly limited. Furthermore, the use costs of the climbing vehicle are also relatively high, which increases the economic burden of maintenance work.
Another maintenance approach is to use a cradle, which requires lifting in conjunction with the car, which, while reducing the impact on the underlying road, has its limitations. For example, a construction site requires a sufficient space to install the car hoist, and stability and safety of the cradle also requires special attention. In addition, the time schedule of construction also needs to take into account the complexity and time consumption of the hoisting operation.
Therefore, there is a need to design a progressive construction platform for the underside of a trestle.
Disclosure of utility model
The utility model aims to solve the defects in the prior art and provides a progressive construction platform at the lower side of a trestle.
The specific technical scheme adopted by the utility model is as follows:
The utility model provides a progressive construction platform at the lower side of a trestle, which is arranged below the trestle platform and consists of a plurality of parallel trestle steel beams, wherein the progressive construction platform comprises a plurality of lower hanging units, a platform cross beam and a frame plate;
Each lower hanging unit comprises an upper cross beam, an adjusting part, a lower cross beam, a basket bolt, a lower hanging rod and a fixing groove; connecting holes for connecting the adjusting parts are formed in two ends of the upper cross beam and the lower cross beam; the adjusting parts are vertically arranged at two ends of the upper beam and the lower beam, and a plurality of adjusting holes are longitudinally formed in the adjusting parts; the adjusting part is detachably connected with the upper cross beam and the lower cross beam, and the distance between the upper cross beam and the lower cross beam is adjusted by penetrating different adjusting holes and connecting holes through the fixing part so as to be arranged on different trestle steel beams;
The lower cross beam is provided with a connecting piece for connecting a basket bolt, the basket bolt comprises a hook and an adjusting structure, the top and the bottom of the adjusting structure are holes provided with internal threads, the hook is hung on the connecting piece, and the lower part of the hook is fixedly connected to the top of the adjusting structure through threads;
Each platform cross beam comprises a fixing rod and a spandrel girder, a fixing groove for placing the spandrel girder is fixed at the bottom of each lower hanging rod, the spandrel girders are arranged parallel to the trestle girder, a plurality of frame plates are paved on the adjacent spandrel girders and are perpendicular to the spandrel girders, a fixing rod for fixing the frame plates is arranged above each spandrel girder, and the fixing rods are fixedly connected with two ends of the spandrel girders.
Preferably, the upper beam, the adjusting component and the lower beam are made of steel plates, round steel, square steel pipes, angle steel or channel steel.
Preferably, the connecting piece is made of U-shaped round steel.
Preferably, the connecting piece is fixed below the lower cross beam by welding.
Preferably, the fixing groove is a U-shaped groove formed by welding steel plates.
Preferably, a limiting rod for sliding the spandrel girder is arranged between the two vertical plates at the two sides of the fixed groove.
Further, bolt holes are formed in the vertical plates on two sides of the fixing groove, and the spandrel girder is limited in a mode that bolts penetrate into the bolt holes.
Preferably, the frame plate is a wood springboard or a finished scaffold plate.
Preferably, bolt holes are formed in two ends of the fixing rod and the bearing beam, and the fixing rod and the bearing beam are fixedly connected through bolts.
Preferably, a limiting plate for limiting the position of the fixing groove is arranged below the spandrel girder.
Compared with the prior art, the utility model has the following beneficial effects:
(1) The progressive construction platform provided by the utility model can be moved in a mode of forwardly erecting the lower hanging unit, and no additional hoisting equipment is needed in the mode. The construction platform simplifies the operation flow and effectively reduces the construction measure cost.
(2) The components of the progressive construction platform are mainly connected through bolts, and the connection mode is simple and direct, so that the assembly process becomes more convenient and quicker.
(3) According to the utility model, the threaded connection of the lower hanging rod and the threaded connection of the lower hanging rod are adjusted to realize the posture adjustment of the construction platform, so that the platform is ensured to be in a horizontal state. The function enables the platform to adapt to trestle construction with different slopes, and application flexibility of the platform in changeable construction environments is enhanced.
Drawings
Fig. 1 is a schematic view of a progressive construction platform at the lower side of a trestle provided in this embodiment;
fig. 2 is a schematic diagram of a hanging unit provided in this embodiment;
fig. 3 is a schematic view of a platform beam according to the present embodiment;
FIG. 4 is an enlarged view of a portion of the connection between the retainer plate and the retaining groove of FIG. 1;
FIG. 5 is a schematic diagram illustrating the connection between the lower hanging unit and the gallery road platform in this embodiment;
FIG. 6 is a schematic diagram of the connection of the lower hanger bar and the spandrel girder in the present embodiment;
fig. 7 is a schematic diagram of the laying of the shelf board in this embodiment;
FIG. 8 is a schematic view of a hanging unit for removing a construction completed portion in the present embodiment;
Fig. 9 is a schematic view showing pushing of the frame plate in the construction advancing direction in the present embodiment;
FIG. 10 is a diagram of a reinstallation of a lower hitch unit in this embodiment;
In the figure, a lower hanging unit 1, an upper cross beam 1-1, an adjusting part 1-2, a lower cross beam 1-3, a basket bolt 1-4, a lower hanging rod 1-5, a fixing groove 1-6, a connecting piece 1-7, a platform cross beam 2, a fixing rod 2-1, a spandrel girder 2-2, a limiting plate 2-3, a frame plate 3 and a trestle girder 4.
Detailed Description
The utility model is further illustrated and described below with reference to the drawings and detailed description. The technical features of the embodiments of the utility model can be combined correspondingly on the premise of no mutual conflict.
As shown in fig. 1, in a preferred embodiment of the present utility model, a progressive construction platform for the underside of a trestle is provided. The progressive construction platform is arranged below a trestle platform and mainly comprises a plurality of lower hanging units 1, a platform cross beam 2 and a frame plate 3.
The hanging unit 1 provided in this embodiment is shown in fig. 2. Each lower hanging unit 1 comprises an upper cross beam 1-1, an adjusting part 1-2, a lower cross beam 1-3, a basket bolt 1-4, a lower hanging rod 1-5 and a fixing groove 1-6. The two ends of the upper beam 1-1 and the lower beam 1-3 are provided with connecting holes for connecting the adjusting parts 1-2. A plurality of adjusting holes are longitudinally formed in the adjusting part 1-2, and the adjusting part 1-2 is vertically arranged at two ends of the upper beam 1-1 and the lower beam 1-3 by penetrating different adjusting holes in the adjusting part 1-2 and connecting holes at two ends of the upper beam 1-1 and the lower beam 1-3 through fixing pieces. The adjusting part 1-2 is detachably connected with the upper beam 1-1 and the lower beam 1-3, and the distance between the upper beam 1-1 and the lower beam 1-3 is adjusted so as to be arranged on different trestle steel beams 4.
In this embodiment, the upper beam 1-1, the adjusting member 1-2 and the lower beam 1-3 are all made of steel plates. However, according to the actual working conditions, other common steel sections such as round steel, square steel pipes, angle steel or channel steel can be adopted by the person skilled in the art.
As shown in fig. 1, the gallery road platform is composed of a plurality of parallel gallery road steel beams 4. In this embodiment, a plurality of the lower hanging units 1 are arranged on each trestle steel beam 4 at intervals. A connecting piece 1-7 for connecting the basket bolts 1-4 is fixed below the lower cross beam 1-3 of the lower hanging unit 1. In the embodiment, the connecting pieces 1-7 are made of U-shaped round steel, and the U-shaped round steel is fixed below the lower cross beams 1-3 in a welding mode. Other forms of connectors are possible for those skilled in the art, as long as they can be used to connect the hooks on the basket bolts 1-4.
The turnbuckle is also called a turnbuckle of a rope, and is a common component in building construction. As shown in fig. 2, the present embodiment provides a basket bolt 1-4 including an upper hanger and a lower adjusting structure. The top and the bottom of the adjusting structure are holes provided with internal threads. The hooks are hung on the connecting pieces 1-7, and the lower parts of the hooks are fixed on the top of the adjusting structure through threaded connection. The upper part of the lower hanging rod 1-5 is provided with external threads, and is fixed at the bottom of the adjusting structure through threaded connection. Through adjusting the threaded connection of lower peg and basket bolt, realize construction platform's gesture adjustment, ensure that the platform is in the horizontality. A fixing groove 1-6 is fixed at the bottom of each lower hanging rod 1-5.
As shown in FIG. 3, each platform beam 2 provided in this embodiment includes a fixing rod 2-1 and a spandrel girder 2-2, wherein the spandrel girder 2-2 is arranged parallel to a trestle girder 4 and is placed in a fixing groove 1-6 at the bottom of a lower hanging unit 1 arranged on the trestle girder 4. A plurality of frame plates 3 are paved on the adjacent spandrel girder 2-2, and the frame plates 3 are paved perpendicular to the arrangement direction of the spandrel girder 2-2. For fixing the shelf plate 3, a fixing rod 2-1 is provided above each spandrel girder 2-2. The fixing bars 2-1 are placed parallel to the spandrel girder 2-2. Bolt holes are formed in two ends of the fixing rod 2-1 and the spandrel girder 2-2, and the fixing rod is fixed in a bolt connection mode.
Since the spandrel girder 2-2 is generally a square steel pipe, the fixing groove 1-6 is a U-shaped groove formed by welding steel plates or directly adopts channel steel in the embodiment. In order to limit the spandrel girder 2-2, a limit rod is arranged between the vertical plates at the two sides of the fixed groove 1-6. Specifically, bolt holes are formed in the vertical plates on the two sides of the fixing groove 1-6, and the spandrel girder 2-2 is limited by arranging bolts.
It should be noted that, the frame plate 3 may be a wood springboard or a finished scaffold plate. The wood springboard is a common temporary turnover material in the field of building construction. It is used mainly in scaffold and operation frame to provide one smooth surface for the worker to walk, transport material and perform construction. The specification and the size of the wood springboard can be determined according to the actual requirements of the field by a person skilled in the art.
As shown in fig. 4, a limiting plate 2-3 for limiting the position of the fixing groove 1-6 is also arranged below the spandrel girder 2-2. The size of the limiting plate 2-3 is matched with the fixing groove 1-6, so that the spandrel girder 2-2 is prevented from sliding.
In another preferred embodiment of the present utility model, a construction method using the progressive construction platform is provided, which specifically includes:
(1) As shown in fig. 5, the lower hanging units 1 are arranged on the trestle steel beam 4 of the trestle platform, so that a plurality of lower hanging units 1 are arranged in the transverse direction and the longitudinal direction of the trestle platform.
(2) As shown in fig. 6, the spandrel girder 2-2 is placed in the fixing groove 1-6 of the lower hanging unit 1, each spandrel girder 2-2 is arranged parallel to the trestle girder 4, and after the placement is completed, bolts penetrate through the vertical plates on two sides of the fixing groove 1-6 to form bolt holes, so that the spandrel girder 2-2 is limited.
(3) As shown in fig. 7, a wooden springboard is laid over the spandrel girder 2-2 in a direction perpendicular to the direction of the spandrel girder 2-2. A fixing rod 2-1 is arranged above each spandrel girder 2-2, the fixing rods 2-1 are fixedly connected with two sides of the spandrel girder 2-2 through bolts, and the timber springboard between the spandrel girder 2-2 and the fixing rods 2-1 is tightly fixed. After the installation is completed, maintenance work of the bottom surface of the trestle platform can be carried out.
(4) As shown in fig. 8, after the maintenance work of the bottom surface of the rear trestle platform is completed, the lower hanging unit 1 at the corresponding position is removed.
(5) As shown in fig. 9, the wooden diving board is pushed in the construction advancing direction by one construction interval.
(6) As shown in fig. 10, the lower hanging unit 1 at the corresponding position is reinstalled by the overhanging wood springboard in the construction advancing direction, so that the advancing of the side progressive construction platform is realized. And so on until the maintenance work of the bottom surface of the trestle platform is completed.
The above embodiment is only a preferred embodiment of the present utility model, but it is not intended to limit the present utility model. Various changes and modifications may be made by one of ordinary skill in the pertinent art without departing from the spirit and scope of the present utility model. Therefore, all the technical schemes obtained by adopting the equivalent substitution or equivalent transformation are within the protection scope of the utility model.