CN203531173U

CN203531173U - Non-bearing thin wall structure

Info

Publication number: CN203531173U
Application number: CN201320691466.1U
Authority: CN
Inventors: 周贞勇; 禹志应
Original assignee: China Construction Fourth Engineering Division Corp Ltd
Current assignee: China Construction Fourth Engineering Division Corp Ltd
Priority date: 2013-11-05
Filing date: 2013-11-05
Publication date: 2014-04-09
Anticipated expiration: 2023-11-05

Abstract

The utility model discloses a non-bearing thin wall structure. A concrete base (5) is arranged at the bottom of a non-bearing thin wall of the structure, brick walls (6) are arranged on the concrete base (5) and are of structures with single bricks laid on edge, a communicating bar (7) and a tie bar (8) are arranged among every four bricks, and wall surfaces (9) are arranged on the surfaces of the concrete base (5) and the brick walls. The non-bearing thin wall is applicable to non-bearing walls with the height smaller than 3.5 meters. The technical cost of the non-bearing thin wall is lower than that of conventional light steel keel hanging net plaster, and the non-bearing thin wall is excellent in strength, waterproof effect, sound insulation effect and the like.

Description

A kind of non-bearing thin-wall structure

Technical field

the utility model relates to a kind of non-bearing thin-wall structure, belongs to construction work thin-wall technical field of construction.

Background technology

in general industry and civilian construction, it is several that the thickness of non-bearing wall engineering routine is generally 120mm, 180mm, 240mm and 370mm.Above-mentioned non-bearing wall, because thickness is thicker, makes house indoor use usable floor area to reduce.House indoor space availability ratio is low.If adopt single brick side to build to reduce the thickness of wall, exist strength of wall body not reach the problem of designing requirement.

Summary of the invention

the purpose of this utility model is, a kind of construction method and structure of non-bearing thin-wall is provided, and in the situation that guaranteeing strength of wall body, reduces the thickness of body of wall.

the technical solution of the utility model:

a kind of non-bearing thin-wall structure of the present utility model is, the non-bearing thin-wall bottom of this structure be concrete pedestal, and concrete pedestal is provided with brick wall, and brick wall is single brick side block structure, between every four layers of brick, be provided with one connection muscle with together with tension rib; Concrete pedestal and brick wall surface are provided with metope.

in aforementioned structure, described connection muscle and tension rib overlap joint, lap-joint's welding or colligation.

in aforementioned structure, the ground in described concrete pedestal is provided with one group of vertical muscle and two-layer horizontal bar.

in aforementioned structure, described brick wall is provided with tube seat and connecting groove, is provided with spool in tube seat; Tube seat and connecting groove are provided with anti-cracking net outward.

compared with prior art, the utility model improves by following measures the intensity that single brick side is built thin-wall: 1, body of wall bottom adopts steel concrete to build mode to improve the steadiness on body of wall basis; 2, in body of wall every four layers of setting be communicated with together muscle with together with tension rib, to improve the intensity of body of wall itself; 3, in construction, control the height of at every turn building a wall, crimp cement mortar being caused to reduce body of wall deadweight; 4, in construction, adopt two-sided hanging wire mode to control masonry quality.On non-bearing thin-wall of the present utility model, can also slot and connect up and the electrical equipments such as combined socket and switch are installed.After the good line of cloth, again to the metope repairing of plastering, before plastering, at tube seat upper berth one deck anti-cracking net, can prevent that metope ash from cracking.Non-bearing thin-wall of the present utility model is applicable to highly be less than the non-bearing wall of 3.5 meters.Lower than conventional lightgage steel joist mesh plaster technical costs, and the intensity of body of wall and waterproof, sound insulation texts are also very good.

Accompanying drawing explanation

fig. 1 is construction sequence schematic diagram of the present utility model;

fig. 2 is structural representation of the present utility model.

being labeled as in accompanying drawing: 1-ground, 2-outline line, 3-indulges muscle, 4-horizontal bar, 5-concrete pedestal, 6-brick wall, 7-is communicated with muscle, 8-tension rib, 9-metope, 10-tube seat, 11-connecting groove, 12-spool, 13-anti-cracking net.

The specific embodiment

below in conjunction with accompanying drawing, the utility model is described in further detail, but not as to any restriction of the present utility model.

the utility model is constructed according to the construction method of following a kind of non-bearing thin-wall, and the method is when building the thick non-bearing thin-wall of 60mm by laying bricks or stones, by step shown in Fig. 1, constructs:

step 1, on ground 1 outline line 2 that ejects thin-wall, adopting the ground 1 of bar planting mode in outline line 2 to plant one group of diameter is 6mm, the vertical muscle 3 that spacing is 500mm, the height that vertical muscle 3 bassets is not more than 190mm;

step 2, on vertical muscle 3 welding or colligation horizontal bar 4; The diameter of horizontal bar 4 is 6mm, arranges two-layer up and down; Spacing between two-layer is 60-120mm;

step 3, build the concrete pedestal 5 of thin-wall; The thickness of concrete pedestal 5 is 55mm, is highly 200mm;

step 4, on concrete pedestal 5, build four layers of brick wall 6; Brick wall 6 adopts single brick side to build mode;

step 5, on the 4th layer of brick wall 6, put and be communicated with muscle 7 and tension rib 8; Be communicated with muscle 7 and tension rib 8 overlap joints, lap length is no less than 25cm, and overlapping mode adopts colligation or welding;

step 6, be communicated with muscle 7 and above tension rib 8, building again four layers of brick wall 6; Put one connection muscle 7 and tension rib 8 for every four layers; Building by laying bricks or stones of every day is highly no more than eight layers of brick;

step 7, until thin-wall, build to design height, carry out metope 9 constructions; Wall plastering mortar adopts cement mortar, the rear maintenance 3 days of having plastered;

step 8, within seven days, treat that motar reaches 75% intensity, at metope 9 open pipe grooves 10 and connecting groove 11, at the interior fixed spool 12 of tube seat 10, at the interior link box of connecting groove 11 later; At tube seat 10 and the outer fixedly one deck of connecting groove 11 anti-cracking net 13;

step 9, finally by cement mortar, outside anti-cracking net 13, smear one deck, wall-surface patching is smooth; During repairing, reserve connecting groove 11, so that later mounting receptacle or switch.

while building brick wall 6 by laying bricks or stones in abovementioned steps 4, adopt two-sided hanging wire; Brickwork joint should be with building with jointing, and the jointing degree of depth is 8～10mm, and the depth is consistent.Step 7, before carrying out metope 9 constructions, should clean up metope to increase the adhesive power of metope.In described step 8 degree of depth of tube seat 10 and connecting groove 11 be not more than brick thick 1/3, notch size is not more than 60 * 60mm; Anti-cracking net 13 use wire nails are fixed on metope.Step 9 should be rinsed the dirt quarrel in tube seat 10 and connecting groove 11 well for first water before repairing.

the of the present utility model a kind of non-bearing thin-wall structure building according to said method is, as shown in Figure 2, the non-bearing thin-wall bottom of this structure is concrete pedestal 5, concrete pedestal 5 is provided with brick wall 6, brick wall 6 is that single brick side is built structure, between every four layers of brick, be provided with one connection muscle 7 with together with tension rib 8; Concrete pedestal 5 and brick wall 6 surfaces are provided with metope 9.Described connection muscle 7 and tension rib 8 overlap joints, lap-joint's welding or colligation.Ground 1 in described concrete pedestal 5 is provided with one group of vertical muscle 3 and two-layer horizontal bar 4.Described brick wall 6 is provided with tube seat 10 and connecting groove 11, is provided with spool 12 in tube seat 10; The outer anti-cracking net 13 that is provided with of tube seat 10 and connecting groove 11.

Embodiment

during Specific construction, as shown in Figure 1, first need to measure unwrapping wire.When flooring non-bearing thin-wall is measured unwrapping wire by structure construction, main shaft control line carries out, and guarantees that the horizontal range between each axis is equal and upright.During plane control, on flooring, eject the position line of water power reserved opening on wall body line, the door and window hole position line, metope, the position of corresponding constructional column and end face beam slab adopts the method for hanging vertical line to control.Through checking, with red paint, at position diagonally opposing corners such as box outs, retouch out triangle after errorless and control sign, with tamper-proof.While highly controlling, should control according to building elevation 1.0m line, on vertical wall or post, should mark the position line of concrete pedestal, each road connection muscle, tension rib and lintel, guarantee that same floor absolute altitude equates.The tension rib of body of wall connects and arranges, along the every four layers of brick setting of body of wall short transverse together.The tension rib of body of wall is when concrete wall column position, and accurate for guaranteeing the position of tension rib, tension rib all adopts bar planting mode, and the connection muscle in thin-wall and tension rib adopt overlap joint connected mode, and lap length is no less than 25cm.At concrete floor face, build 200mm high, the pedestal concrete that 55mm is thick, the vertical reinforcement of one row's diameter 6mm is set by spacing@500mm along length and width direction in concrete, adopt the setting of bar planting method, vertical muscle up and down again each level establish with the horizontal reinforcement of a diameter 6mm and fix with the vertical colligation of vertical muscle.The brick wall form of building by laying bricks or stones is that single brick side is built, and 1 φ, 6 levels connection reinforcing bars and tension rib is set in mortar seam every four layers of brick thin-wall integral body is strengthened, and building by laying bricks or stones of every light is highly no more than eight layers of brick.Body of wall should be with building with jointing, and the jointing degree of depth is 8～10mm, and the depth is consistent, and metope cleaning is clean.The necessary two-sided hanging wire of masonry panel if when body of wall is longer, can be established several branch line points in the middle of a logical line.Little line will be strained, and every layer of brick all wanted threading level watching, makes horizontal joint uniformity, straight smoothness; Build the appropriate to the occasion employing right-hand side of the thick furred wall of brick hanging wire, can guarantee that brick wall two sides is smooth, for controlling depth of plastering, lay the foundation.Wall plastering mortar adopts cement mortar, after having plastered, and maintenance 3 days.After 7 days, wall plastering mortar reaches 75% of intensity, could at metope, adopt the mode of snap the line location fluting, and end box and the pipelines such as switch, socket, indoor consumer unit are installed.Wall plastering mortar reaches after some strength, and after metope adopts snap the line location, with groover fluting, notch size is not more than 60mm * 60mm.After pipeline installs, first water is rinsed the dirt quarrel in groove well, wire nail stickfast one deck anti-cracking net for outside, then the repairing work of plastering.

Claims

1. a non-bearing thin-wall structure, it is characterized in that: the non-bearing thin-wall bottom of this non-bearing thin-wall structure is concrete pedestal (5), concrete pedestal (5) is provided with brick wall (6), brick wall (6) is that single brick side is built structure, is provided with one connection muscle (7) and tension rib (8) together between every four layers of brick; Concrete pedestal (5) and brick wall (6) surface are provided with metope (9).

2. non-bearing thin-wall structure according to claim 1, is characterized in that: described connection muscle (7) and tension rib (8) overlap joint, lap-joint's welding or colligation.

3. non-bearing thin-wall structure according to claim 1, is characterized in that: the ground (1) in described concrete pedestal (5) is provided with one group of vertical muscle (3) and two-layer horizontal bar (4).

4. non-bearing thin-wall structure according to claim 1, is characterized in that: described brick wall (6) is provided with tube seat (10) and connecting groove (11), is provided with spool (12) in tube seat (10); The outer anti-cracking net (13) that is provided with of tube seat (10) and connecting groove (11).