CN2608583Y

CN2608583Y - Beam column structure of low storage residence and joint less device of external wall using cold rolled light steel construction

Info

Publication number: CN2608583Y
Application number: CN 02252349
Authority: CN
Inventors: 萧锦辉
Original assignee: Individual
Current assignee: Individual
Priority date: 2002-09-27
Filing date: 2002-09-27
Publication date: 2004-03-31
Anticipated expiration: 2012-09-27

Abstract

The utility model relates to a joint free device between the beam column structure and the external wall of a cold rolling light steel structured low floors dwelling house; wherein, a support beam and a support pillar as well as a steel bearing plate are made from a cold rolling light type steel. A plurality of stand pillars is arranged in equal distance between the support beam and the support pillar. A plurality of steel ribs are inserted into the stand pillar along the horizontal and vertical directions to form a framework for the external wall, as well as paved onto the ground and the top part of the steel bearing plate. A plurality of extension nets are arranged onto the two laterals of the external wall framework that is formed by the stand pillar and the steel ribs. The support beam, the support pillar, the beam pillar joint, the stand pillar, the steel rib, the water and electricity pipeline, the ground and the steel bearing plate are integrated together with the extension nets to form the external wall, the floor plate and the floor ground. The utility model has the advantages of fast construction, low cost, little castoff and the function of improving the structural strength.

Description

The post and beam structure of the low floor dwelling house of cold rolling lightweight section structure and the non junction device of exterior wall

[technical field]

The utility model relates to a kind of reinforcing bar structure, particularly relates to the post and beam structure of the low floor dwelling house of a kind of cold rolling lightweight section structure and the non junction device of exterior wall.

[background technology]

The existing employed post and beam structure of steel structure building, most use is hot rolled H-shaped, comparatively thick and heavy on structure design, cost is higher, so, construction slowly, therefore, a kind of Building technology that adopts lightweight section as steel structure dwelling house is introduced successively from states such as America and Europe, days, pray the building that enables at low floor, promote speed of application and simplify construction.But, because the lightweight section structure dwelling house technology of states such as U.S., day, be according to local climate and building habit, develop the technology that to be fit to local inhabitation demand, therefore, exhausted major part all is with " dry type is hung the locking mode and constructed ", so, cost is often high, and faces the weather of Taiwan high temperature, humidity, many typhoons, is difficult to adapt to the architectural environment and the social and economic condition in Taiwan.Especially, Taiwan experienced violent earthquake several times in recent years, building shatter-proof is designed to main demand, and lightweight section generally all has moment of flexure intensity and wing plate shearing to transmit disappearances such as deficiency, cause the building quality very different, obtaining of licence for the construction is quite not smooth, and this also is the main cause that present lightweight section structure dwelling house can not effectively be promoted.

[utility model content]

The purpose of this utility model be to provide a kind of construction fast, cost is low, discarded object is few, and can promote the post and beam structure of the low floor dwelling house of cold rolling lightweight section structure of structural strength and the non junction device of exterior wall.

The post and beam structure of the low floor dwelling house of cold rolling lightweight section structure of the present utility model and the non junction device of exterior wall comprise the reinforcing bar structure that constitutes with brace summer, support column and steel board, it is characterized in that:

This brace summer, support column and steel board are a kind of cold rolling lightweight section;

The number column is equidistantly to be fixed between brace summer, support column;

The number reinforcing bar be to be set in the skeleton that forms exterior wall between column with the horizontal direction and the direction of hanging down, and is put at ground and steel board end face the shop;

The number expansion web is configured in the formed exterior wall skeleton of column and reinforcing bar both sides;

Coat brace summer, support column, column beam joint, column, reinforcing bar, water power pipeline, ground and steel board fully with concrete, and be combined into one, constitute exterior wall, floor plates and floor, building with expansion web.

Conclude above-mentionedly, the post and beam structure of the low floor dwelling house of cold rolling lightweight section structure of the present utility model has had following listed advantage and effect with the non junction device reality of exterior wall:

The utility model can cooperate using of column 3, reinforcing bar 4 and expansion web 7 and build worker's method, promote shearing resistance, stretching resistance and the tension stress of building, and eliminate stress, when brace summer 11, support column 12 and the steel board 2 that cold rolling lightweight section is formed is applied in the dwelling house of low floor, can obtain enough structural strengths.And the utility model need not to use template, can directly be in the milk to water in 7 of expansion webs to put, and more generally lay bricks wall, RIII wall of its speed of application is fast, and can reach the purpose fast of constructing.

[description of drawings]

Below by most preferred embodiment and accompanying drawing the post and beam structure of the low floor dwelling house of cold rolling lightweight section structure of the present utility model and the non junction device of exterior wall are elaborated, in the accompanying drawing:

Fig. 1 is a flow chart, and the building construction method of the non junction device of the post and beam structure of the low floor dwelling house of the utility model one cold rolling lightweight section structure and exterior wall is described.

Fig. 2 is a three-dimensional exploded view, and a preferred embodiment of the non junction device of the post and beam structure of the low floor dwelling house of the utility model one cold rolling lightweight section structure and exterior wall is described.

Fig. 3 one stereogram illustrates the structure situation after this preferred embodiment is in the milk.

Fig. 4 is a sectional view, and the structure situation of this each floor of preferred embodiment is described.

Fig. 5 is a sectional view, and the situation that engages of this preferred embodiment exterior wall and support column corner is described.

Fig. 6 is a sectional view, and the situation that engages of this preferred embodiment brace summer, support column and column is described.

Fig. 7 is a sectional view, and the structure situation on this preferred embodiment exterior wall and floor, building is described.

[specific embodiment]

As Fig. 1, Fig. 2, Fig. 3, the preferred embodiment of the post and beam structure of the low floor dwelling house of the cold rolling lightweight section structure of the utility model and the non junction device of exterior wall mainly is to constitute the reinforcing bar structure with brace summer 11, support column 12 and steel board 2, and it includes several columns 3, number reinforcing bar 4 and number expansion web 7.

This brace summer 11, support column 12 and steel board 2 are a kind of cold rolling lightweight section.

This column 3 is equidistantly to be fixed on 12 of brace summer 11, support columns, and have two separately and section generally be the support 31 of L type, and number links the poles 32 of two supports 31, and each pole 32 is formed with the groove 321 of a V font.

This reinforcing bar 4 is to bridge on the groove 321 of column 3 with horizontal direction, and is set in the skeleton of 3 formation exterior walls of column along the direction of hanging down, and the shop put on ground 5 with steel board 2 end faces.

This expansion web 7 is to wear design according to holding of exterior wall, is configured in column 3 and reinforcing bar 4 formed exterior wall I skeleton both sides.

By this, during construction, each steel board 2 avris taken put at brace summer 11 end faces, make steel board 2 be positioned at

brace summer

11,12 of support columns and can separate each floor near the position of interior avris.Then, be indicated on brace summer 11, the support column 12 according to the correct position of project blue print the desire construction, equidistantly arrange column 3 according to the setting-out position again, and with the lateral surface of column 3 solid weldings at upper and lower adjacent supports beam 11, the neighbouring column that connects 3 then docks solid welding in the mode of full weld.Whereby, can run through each column 3 for number reinforcing bar 4 along continuous straight runs, and bridge on the pole 32 of 31 on two supports, and vertically be set in 3 on column, make reinforcing bar 4 be subject to groove 321 and mutually against and obtain the location, form the skeleton of exterior wall I.And this reinforcing bar 4 is that put on steel board 2 and ground 5 shop, forms the skeleton of each floor plates II and floor, building III.Again water power pipeline 6 is configured in 3 on column.Consult Fig. 4, Fig. 5, Fig. 6, then, carrying design configurations expansion web 7 (for the galvanizing by dipping steel sheet gives punch forming) according to exterior wall I, expansion web 7 is coated on support 31 outsides of column 3, reach the support 31 of wearing this expansion web 7 and column 3 with screw 8 spiral shells, make 7 of expansion webs solid, the air gap in the time of can utilizing mesh to get rid of grouting in column 3, reinforcing bar 4, water power pipeline 6 outsides.Consult Fig. 4, Fig. 5, Fig. 6, Fig. 7, at last, concrete 91 watered put 7 of expansion webs, make concrete 9 except coating brace summer 11, support column 12, column beam joint, column 3, reinforcing bar 4 and water power pipeline 6 fully, and form outside the structure of one with expansion web 7, the gap that also can carry over 4 of ground 5, steel board 2 and reinforcing bars flow to ground 5, steel board 2 surfaces, forms exterior wall I, floor plates II and floor, building III.At last, towards floor plates II and floor, building III surface spraying shotcrete 92, its spraying method is sprayed into predetermined thickness with multi-level mortar gunite method, then floating metope and each floor of making in surface is reached finished surface thickness approximately, capable again powder light, batch soil, paint ... wait ornamental work.

Claims

1, the post and beam structure of the low floor dwelling house of a kind of cold rolling lightweight section structure and the non junction device of exterior wall comprise the reinforcing bar structure that constitutes with brace summer, support column and steel board, it is characterized in that:

2, the post and beam structure of the low floor dwelling house of cold rolling lightweight section structure as claimed in claim 1 and the non junction device of exterior wall, it is characterized in that: this column comprises two separately support and the number poles that link two supports, and each pole is provided with the groove of a V font, and this reinforcing bar bridges on the groove of this column.