CN217733965U - Hydrophilic platform convenient to construct - Google Patents

Abstract

The utility model discloses a construct convenient hydrophilic platform, include by lower supreme base, reinforced concrete slab and the platform body that sets gradually, the edge of platform body extends to reinforced concrete slab's the outside, the pre-buried a plurality of main side girder steels that have in the reinforced concrete slab, the one end of main side girder steel stretches out to reinforced concrete slab is outer and extend to the border position of platform body still including being used for with a plurality of the main side girder steel link firmly in connecting piece on the base, and locate with the support on the main side girder steel a plurality of times girder steel of platform body. For the post roof beam encorbelment, the construction degree of difficulty is high to conventional hydrophilic platform construction mode, the longer technical problem of time limit for a project, the utility model provides a construct convenient hydrophilic platform, it can effectively shorten the time limit for a project, improves engineering efficiency to the chronogenesis contradiction of embedding the girder steel when effectively having solved the reinforced concrete version of pouring.

Description

Hydrophilic platform convenient to construct

Technical Field

The utility model relates to a landscape construction technical field, concretely relates to convenient hydrophilic platform of construction.

Background

In recent years, the engineering projects are more and more transformed, original underground pipelines exist in most of the transformed project implementation places, the conventional hydrophilic platform construction mode is in cantilever for a column beam, the mode mostly needs to bury the foundation deeply underground, and needs to be constructed through a cofferdam mode, the construction difficulty can be increased, the construction period is long, and the risk of damage to the underground pipelines also exists. In addition, the platform structure mode of the beam column causes poor facade aesthetic property and weak hydrophilicity due to the exposed column.

SUMMERY OF THE UTILITY MODEL

1. Technical problem to be solved by the utility model

To conventional hydrophilic platform configuration mode for the post roof beam encorbelment, the construction degree of difficulty is high, the longer technical problem of time limit for a project, the utility model provides a construct convenient hydrophilic platform, it can effectively shorten the time limit for a project, improves engineering efficiency to bury the chronogenesis contradiction of girder steel when effectively having solved the reinforced concrete version of pouring.

2. Technical scheme

In order to solve the above problem, the utility model provides a technical scheme does:

the utility model provides a hydrophilic platform that construction is convenient, includes base, reinforced concrete slab and the platform body that sets gradually by supreme down, the edge of platform body extends to reinforced concrete slab's the outside, the pre-buried a plurality of main girder steels that have in the reinforced concrete slab, the one end of main girder steel stretches out to the reinforced concrete slab is outer and extend to the border position of platform body still including being used for with a plurality of the main girder steel link firmly in connecting piece on the base, and locate in order to support on the main girder steel a plurality of times girder steel of platform body.

Optionally, the connector is pre-buried within the base.

Optionally, the base comprises a plain soil layer, a gravel cushion layer and a plurality of reinforced concrete beams arranged on the gravel cushion layer from bottom to top in sequence.

Optionally, the edge of the base is densely packed with a plurality of pine piles in a double row.

Optionally, the platform body comprises a keel frame and an anti-corrosion wood board laid on the keel frame.

Optionally, the keel frame is a wood keel or a steel keel.

Optionally, the length of the main square steel beam located outside the reinforced concrete slab is not higher than the length of the main square steel beam located inside the reinforced concrete slab.

Optionally, the length of the main square steel beam located outside the reinforced concrete slab is no greater than half the length of the main square steel beam located inside the reinforced concrete slab.

3. Advantageous effects

Adopt the technical scheme provided by the utility model, compare with prior art, have following beneficial effect:

the hydrophilic platform convenient and fast to construct can effectively avoid the damage of construction to underground protections; cofferdam construction is not needed, so that the construction period can be effectively shortened, and the engineering efficiency is improved; the platform can be constructed conveniently and simultaneously has hydrophilicity; through the structural installation sequence, the time sequence contradiction of embedding the steel beam while pouring the reinforced concrete plate is effectively solved; the facade has no concrete column, and the facade of the appearance is basically wood, so that the facade is more ecological and natural, and the visual attractiveness is effectively improved.

Drawings

Fig. 1 is a schematic structural diagram of a hydrophilic platform convenient and fast to construct according to an embodiment of the present invention;

2. a reinforced concrete slab; 3. a platform body; 4. a main square steel beam; 5. a connecting member; 6. a square steel beam; 7. a plain soil layer; 8. a gravel cushion layer; 9. a reinforced concrete beam; 10. pine piles; 11. a keel frame; 12. an anti-corrosion wood board; 13. and (5) coating a wood board.

Detailed Description

In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention will be further described in detail with reference to the accompanying drawings and the following detailed description. It should be understood that the detailed description and specific examples, while indicating the scope of the invention, are intended for purposes of illustration only and are not intended to limit the scope of the invention.

It will be understood that when an element is referred to as being "secured to," "disposed on," "secured to," or "disposed on" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. Further, when one element is considered to be "fixedly connected" to another element, the two elements may be fixed by way of detachable connection, or may be fixed by way of non-detachable connection, such as socket connection, snap connection, integrally formed fixation, welding, etc., which can be realized in the prior art, and thus are not cumbersome. When an element is perpendicular or nearly perpendicular to another element, it is desirable that the two elements are perpendicular, but some vertical error may exist due to manufacturing and assembly effects. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only and do not represent the only embodiments.

Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used herein in the description of the invention is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.

The references to "first" and "second" in the present invention do not denote any particular quantity or order, but rather are merely used to distinguish one name from another.

With reference to fig. 1, the hydrophilic platform convenient for construction according to this embodiment includes a base, a reinforced concrete slab 2, and a platform body 3, which are sequentially disposed from bottom to top, the base includes a plain soil layer 7, a gravel cushion layer 8, and a plurality of reinforced concrete beams 9 disposed on the gravel cushion layer 8, the plurality of reinforced concrete beams 9 are disposed on the gravel cushion layer 8 in a criss-cross manner, when the cushion layer 8 is laid, the plain soil layer 7 needs to be tamped first, and the reinforced concrete beams 9 are directly poured on the gravel cushion layer 8, the edge of the platform body 3 extends to the outer side of the reinforced concrete slab 2, a plurality of main square steel beams 4 are disposed in the reinforced concrete slab 2, one end of the main square steel beam 4 extends out of the reinforced concrete slab 2 and extends to the edge of the platform body 3 to support the overhanging portion of the platform body 3 through the extending main square steel beam 4, a plurality of secondary square steel beams 6 for supporting the platform body 3 are disposed on the main square steel beam 4 to adapt to the gap between the main square steel beam 4 and the platform body 3, and the main square steel beams 4 are fixedly connected to the main square steel beams 2 via the main steel beam 2, and the main square steel beam 4 are fixedly connected to the base, and the reinforced concrete slab 2, the base, the reinforced concrete slab 5, and the base are fixed to the base, and the main square steel beams 5, and the base, and the reinforced concrete slab 2, and the base are disposed on the foundation in advance; this convenient hydrophilic platform of construction realizes encorbelmenting through the girder steel that stretches out, reinforcing hydrophilicity to through reinforced concrete slab's dead weight balance structure part of encorbelmenting, guaranteed the stability of structure part of encorbelmenting, and through the installation sequence of structure, the time sequence contradiction of burying the girder steel when having effectively solved the reinforced concrete version of pouring makes the construction more convenient.

As the utility model discloses an alternative, connecting piece 5 is the angle steel, connecting piece 5 and main square steel roof beam 4's connected mode is bolted connection, certainly, connecting piece 5 also can be other metal connecting pieces that have on the market, the latter half of connecting piece 5 pre-buried in reinforced concrete roof beam 9, the first half stretch out to reinforced concrete roof beam 9 outside and with main square steel roof beam 4 links firmly.

As the alternative of the utility model, in order to prevent the plain soil in the base from running off due to the washing of water flow at any time, a plurality of pine piles 10 are densely arranged at the edge of the base.

As the utility model discloses an alternative, platform body 3 includes keel frame 11, and lays in anticorrosive plank 12 on the keel frame 11, keel frame 11 is wood joist or steel joist, for the proof strength, preferably steel joist, keel frame 11's purpose is for guaranteeing platform body 3's intensity, and lay in anticorrosive plank 12 on keel frame 11 is then for the corresponding view of environment on every side, and more ecological nature has effectively improved the pleasing to the eye degree of vision.

As an alternative of the present invention, the length of the main square steel beam 4 outside the reinforced concrete slab 2 is not higher than the length of the main square steel beam 4 inside the reinforced concrete slab 2, specifically speaking, the length of the main square steel beam 4 outside the reinforced concrete slab 2 is not higher than the length of the main square steel beam 4 inside the reinforced concrete slab 2, so as to better pass through the self-weight balance cantilever structure of the reinforced concrete slab, especially under the condition of cantilever structure load, if the main square steel beam 4 is located the length of the reinforced concrete slab 2 outside is too long, it is easy to bend and deform when bearing gravity, so that there is a great safety hazard, although it is possible to improve its bearing capacity by providing a support structure at the bottom of the cantilever structure, so that the whole visual beauty is greatly affected.

As the utility model discloses an alternative, still include simultaneously the cladding in the cladding plank 13 of platform body 3 and 4 edges of owner square steel roof beam, cladding plank 13 is anticorrosive template, through above-mentioned structural design for whole outward appearance facade is timber basically, and is more ecological nature.

The present invention and its embodiments have been described above schematically, and the description is not limited thereto, and what is shown in the drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. Therefore, if the person skilled in the art receives the teaching of the present invention, without departing from the inventive spirit of the present invention, the person skilled in the art should also design the similar structural modes and embodiments without creativity to the technical solution, and all shall fall within the protection scope of the present invention.

Claims (8)

1. The utility model provides a construction convenient hydrophilic platform which characterized in that: the platform comprises a base, a reinforced concrete slab and a platform body which are sequentially arranged from bottom to top, wherein the edge of the platform body extends to the outer side of the reinforced concrete slab, a plurality of main steel beams are pre-embedded in the reinforced concrete slab, one ends of the main steel beams extend out of the reinforced concrete slab and extend to the edge position of the platform body, and the platform further comprises a connecting piece used for fixedly connecting the main steel beams on the base and a plurality of secondary steel beams arranged on the main steel beams for supporting the platform body.

2. The hydrophilic platform convenient for construction according to claim 1, wherein: the connecting piece is pre-buried in the base.

3. The hydrophilic platform convenient for construction according to claim 1, wherein: the base includes by supreme plain soil layer, the rubble bed course that sets gradually down, and locates a plurality of reinforced concrete roof beams on the rubble bed course.

4. The hydrophilic platform for facilitating construction according to claim 3, wherein: and a plurality of pine piles are densely arranged at the edge of the base in a double-row mode.

5. The hydrophilic platform for facilitating construction according to claim 1, wherein: the platform body comprises a keel frame and an anti-corrosion wood board laid on the keel frame.

6. The hydrophilic platform for facilitating construction according to claim 5, wherein: the keel frame is a wood keel or a steel keel.

7. The hydrophilic platform convenient for construction according to any one of claims 1-6, wherein: the length of the main square steel beam positioned outside the reinforced concrete slab is not higher than the length of the main square steel beam positioned inside the reinforced concrete slab.

8. The hydrophilic platform convenient for construction according to claim 7, wherein: the length of the main square steel beam positioned outside the reinforced concrete slab is not higher than half of the length of the main square steel beam positioned inside the reinforced concrete slab.

Images