CN214272774U

CN214272774U - Assembled pipeline and wooden floor construction node

Info

Publication number: CN214272774U
Application number: CN202022338194.XU
Authority: CN
Inventors: 符剑平; 贺肖强; 曹广西
Original assignee: BEIJING GANGYUAN ARCHITECTURAL DECORATION ENGINEERING CO LTD; Jangho Group Co Ltd
Current assignee: BEIJING GANGYUAN ARCHITECTURAL DECORATION ENGINEERING CO LTD; Jangho Group Co Ltd
Priority date: 2020-10-20
Filing date: 2020-10-20
Publication date: 2021-09-24
Anticipated expiration: 2030-10-20

Abstract

The utility model provides an assembled pipeline and wooden floor construction node, floor include floor layer, interface agent, cement mortar bed course, cement mortar screed-coat, cement mortar self-leveling, tiling rubber pad and the timber apron that sets up in order from bottom to top, and pipeline top-down is vertical passes the floor, includes the hoop rubber pad in the pipeline outside through the pipe box parcel, and tiling rubber pad and hoop rubber pad structure are the same all include that the top surface is curved recess for planar arch and cross-section. The utility model discloses outside make full use of rubber pad self deformation characteristic, through reasonable processing, make the section of elastic rubber pad be corrugated, it is to receive pressure when the rubber pad, at first the ripple of rubber pad warp subducts pressure, and after the ripple warp and reaches the deformation limit, the deformation of rubber pad self continues resistance to pressure, the ability of the resistance deformation of full play rubber pad.

Description

Assembled pipeline and wooden floor construction node

Technical Field

The utility model relates to a construction field specifically belongs to an assembled pipeline and wooden floor construction node.

Background

The elastic rubber pad has wide application, such as the hoop of the pipeline, the wall bushing of the pipeline, the wood floor isolation layer, the fixing position of the electromechanical tail end of the suspended ceiling and the like. The conventional elastic rubber pad has a rectangular section, and when the rubber pad is stressed, the deformation of the rubber pad is mainly used for resisting the pressure, so that the deformation resistance is limited.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing an assembled pipeline and wooden floor construction node, the staple bolt department and the limited technical problem of timber apron isolation layer rubber cushion resistance to deformation ability that solve prior art pipeline.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

the utility model provides an assembled pipeline and wooden floor construction node which characterized in that: the floor includes floor layer, interface agent, cement mortar bed course, cement mortar screed-coat, cement mortar self-leveling, tiling rubber pad and timber apron that set up in order from bottom to top, the vertical floor that passes of pipeline top-down includes the hoop rubber pad of wrapping up in the pipeline outside through the pipe box, tiling rubber pad and hoop rubber pad structure are the same all including the top surface for planar arch and cross-section be curved recess.

Further preferably, the protrusions are point-shaped protrusions, and the grooves are point-shaped grooves which are distributed in a matrix manner.

Further, the protrusions are strip-shaped protrusions, the grooves are strip-shaped grooves, and the strip-shaped protrusions and the strip-shaped grooves are alternately arranged to form the corrugated rubber pad.

Furthermore, the cement mortar cushion layer and the cement mortar leveling layer are both formed by paving 1:3 half-dry hard cement sand, the thickness of the cement mortar cushion layer is 20-22 mm, and the thickness of the cement mortar leveling layer is 10-12 mm.

Further, the self-leveling thickness of the cement mortar is 3-5 mm.

In addition, the thickness of the tiled rubber pad is 4-6 mm, and the thickness of the annular rubber pad is 7-10 mm.

More preferably, the wood floor is connected through a mortise and tenon joint structure if the wood board units.

Compared with the prior art the utility model has the following characteristics and beneficial effect:

the utility model discloses outside make full use of rubber pad self deformation characteristic, through reasonable processing, make the section of elastic rubber pad corrugated, it is to receive pressure when the rubber pad, at first the ripple of rubber pad warp subducts pressure, and the ripple warp and reaches after the deformation limit, and the deformation of rubber pad self continues resistance pressure, and the ability of resisting the deformation of full play rubber pad has solved the deformation resistance pressure that conventional elastic rubber pad mainly relied on rubber pad self, resists the limited problem of deformability, in addition, the utility model relates to a pipeline is the assembled pipeline, transports to the job site after finishing installing in advance, carries out on-the-spot quality control and assembly afterwards, has practiced thrift construction cost, has improved the efficiency of construction.

The utility model discloses wear the wall node with the riser at indoor bottom plate, if the wall node is worn to the heating riser, at first install the sleeve pipe or the ferrule of riser in the construction, wrap up corrugated rubber pad in sleeve pipe or ferrule, corrugated rubber pad has heat-resisting, characteristics such as ageing-resistant, corrugated rubber pad winding is on the riser, later do the ground construction, do screed-coat etc. control survival face mark height, make the corrugated rubber pad of timber apron and the corrugated rubber pad of riser be connected, form continuous action's effect, corrugated elastic rubber pad replaces original dampproof course, ground elastic layer atress is more even, the feel is better, the wall sleeve pipe is worn to the pipeline, the elastic rubber pad of pipe box department can increase elastic deformation's effect, there are fine popularization and practical value, can produce good economic benefits after extensive popularization and application.

Drawings

Fig. 1 is a schematic structural view of a fabricated pipeline and wood floor construction joint of the present invention;

fig. 2 is a schematic structural diagram of a pipeline according to the present invention;

fig. 3 is a structural diagram of a tiled rubber mat according to the present invention;

fig. 4 is a structural diagram of the circumferential rubber pad according to the present invention.

Reference numerals: 1-floor layer; 2-an interfacial agent; 3-cement mortar cushion layer; 4-cement mortar leveling layer; 5-self-leveling cement mortar; 6-spreading a rubber pad; 7-wood floor; 8-pipe sleeve; 9-a groove; 10-bump; 11-mortise and tenon structure; 12-annular rubber cushion; 13-pipeline.

Detailed Description

In order to make the technical means, innovative features, objectives and functions realized by the present invention easy to understand, the present invention will be further described below.

The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.

The utility model provides an assembled pipeline and wooden floor construction node, as shown in fig. 1 and 2, the floor includes floor layer 1 that sets up in order from bottom to top, interfacial agent 2, cement mortar bed course 3, cement mortar screed-coat 4, cement mortar is from levelling 5, tiling rubber pad 6 and timber apron 7, the vertical floor that passes of pipeline top-down, include the hoop rubber pad 12 of wrapping up in the pipeline 13 outside through pipe box 8, the pipeline of accomplishing in the vertical installation of reservation entrance to a cave of floor layer 1, as shown in fig. 3 and 4, tiling rubber pad 6 and hoop rubber pad 12 structure are the same all includes that the top surface is planar arch 10 and the cross-section is curved recess 9, timber apron 7 is through if the plank unit passes through tenon fourth of the twelve earthly branches structure 11 and connects.

In specific implementation, the protrusions 10 are point-shaped protrusions, and the grooves 9 are point-shaped grooves which are distributed in a matrix.

In specific implementation, the protrusions 10 are strip-shaped protrusions, the grooves 9 are strip-shaped grooves, and the strip-shaped protrusions and the strip-shaped grooves are alternately arranged to form the corrugated rubber pad.

The cement mortar cushion layer 3 and the cement mortar leveling layer 4 are formed by paving 1:3 half-dry hard cement sand, the thickness of the cement mortar cushion layer 3 is 20-22 mm, the thickness of the cement mortar leveling layer 4 is 10-12 mm, the thickness of the cement mortar self-leveling layer 5 is 3-5 mm, the thickness of the tiled rubber pad 6 is 4-6 mm, and the thickness of the circumferential rubber pad 12 is 7-10 mm.

The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims

1. The utility model provides an assembled pipeline and wooden floor construction node which characterized in that: the floor includes floor layer (1), interface agent (2), cement mortar bed course (3), cement mortar screed-coat (4), cement mortar self-leveling (5), tiling rubber pad (6) and timber apron (7) that set up in order from bottom to top, the vertical floor that passes of pipeline top-down includes hoop rubber pad (12) of wrapping up in pipeline (13) outside through pipe box (8), tiling rubber pad (6) and hoop rubber pad (12) structure is the same all includes that the top surface is curved recess (9) for planar arch (10) and cross-section.

2. The fabricated pipe and wood floor construction joint of claim 1, wherein: the bulges (10) are point-shaped bulges, and the grooves (9) are point-shaped grooves which are distributed in a matrix manner.

3. The fabricated pipe and wood floor construction joint of claim 1, wherein: the bulges (10) are strip bulges, the grooves (9) are strip grooves, and the strip bulges and the strip grooves are alternately arranged to form the corrugated rubber pad.

4. The fabricated pipe and wood floor construction joint of claim 1, wherein: the cement mortar cushion layer (3) and the cement mortar leveling layer (4) are both formed by paving 1:3 half-dry hard cement sand, the thickness of the cement mortar cushion layer (3) is 20-22 mm, and the thickness of the cement mortar leveling layer (4) is 10-12 mm.

5. The fabricated pipe and wood floor construction joint of claim 1, wherein: the thickness of the cement mortar self-leveling layer (5) is 3-5 mm.

6. The fabricated pipe and wood floor construction joint of claim 1, wherein: the thickness of the flat rubber pad (6) is 4-6 mm, and the thickness of the annular rubber pad (12) is 7-10 mm.

7. The fabricated pipeline and wood floor construction joint as claimed in any one of claims 1 to 6, wherein: the wood floors (7) are connected through the tenon-and-mortise structures (11) if the wood floor units are connected.