CN1395014A

CN1395014A - Light concrete wall body site monolithic construction method

Info

Publication number: CN1395014A
Application number: CN 02134471
Authority: CN
Inventors: 徐派球
Original assignee: Individual
Current assignee: Individual
Priority date: 2002-07-31
Filing date: 2002-07-31
Publication date: 2003-02-05

Abstract

The site integral construction method of light concrete wall body is characterized by that at one side of wall body to be built up several vertical columns are placed, several form are superimposed between every two adjacent vertical columns from bottoms to top, every form can be tightly fixed on the vertical columns by means of connecting components, the steel wire net is placed in the space of wall body to be built up, and at another side of wall body to be built up the columns and forms are also mounted according to identical method, at the same time water pipe and electric pipe are mounted, and the positioning sleeves also are mounted between front and rear forms, then they are fixed ont he two sides forms by mean sof stud bolts and nuts, then the light concrete slurry can be poured into the space between two side forms, after the wall body is set.

Description

Light concrete wall body site monolithic construction method

Affiliated technical field

The present invention relates to the job practices of building field, particularly a kind of light concrete wall body site monolithic construction method is fit to frame structure building and builds the body of wall use.

Background technology

At present, the common employing frame construction of buildings such as building is built, and the body of building a wall again in the framework of steel concrete then forms independent room.In prior art, the most general method is to be built into common brick.Will damage the farmland owing to produce common brick, produce again and pollute, common brick is progressively replaced by the cement wall of bulk.But wall construction is all necessary through following operation: as to make common brick or wallboard by factory, be transported to the building site then, build a wall, use the floating body of wall of mortar at last no matter adopt common brick or other materials for walls to be built into.This shows that the body of wall preparation method ubiquity operation of prior art is many, the engineering time is long, the more high weak point of wasting manpower and material resources and cost.

Summary of the invention

The objective of the invention is to overcome the deficiency of existing body of wall manufacture method, provide the light weight concrete construction body of wall that a kind of job practices is simple, quick, the engineering time is short and operating expenses is lower whole existing job practices of burning.

Task of the present invention realizes by this way: the body of wall position that a. makes by drawing up in the reinforced concrete frame that building has been built is marked two position lines on the ground; B. the two ends of a line and middle equidistant some the columns that are provided with therein; C. stacked from bottom to top some templates between two columns have the grouting mouth on the wherein piece template top that every width of cloth body of wall pushes up most, and each template two ends is fixed on the column with connector; D. in the space of the body of wall made of drawing up, load onto gauze wire cloth; E. load onto column and template in another line by above-mentioned identical method, load onto simultaneously spools such as water power, TV, telephone wire on request, and the center between the every pair of template in front and back loads onto a locating sleeve consistent with thickness of wall body, and this locating sleeve is fixed on two templates with a double-threaded screw and nut; F. in the light weight concrete construction slurry for preparing being poured into space between template from the grouting mouth; G. after body of wall tentatively solidifies, column and template are unloaded, at last the endoporus of locating sleeve is poured into slurry and floatingly just can.

Purpose of the present invention also can adopt following measure to realize:

When manufacturing has the body of wall of window, can adopt typified form reserved window position, and will give and stay the sealing of window periphery steel plate, construct by above-mentioned technology then and just can.

When adopting this technology to make skin, can load onto the column supporting beam in the lower and upper cross-member both sides of wall displacement outside this, so that can construct by supporting upright post, all the other operations are identical with said method.

The employed column of this job practices is made with channel-section steel, is provided with a base plate in its bottom, has a screwed hole at the base plate center and loads onto an adjusting bolt, so that the height of fine setting column makes it to be anchored on up and down between the floor.

From job practices of the present invention as can be known, because the construction of body of wall is to carry out at the scene, used light weight concrete construction slurry can directly ship perfusion from factory, also can adopt the field fabrication of concrete foaming machine, therefore in-site pouring need not to make common brick, masonry block and wallboard and is transported to job site operation such as build a wall, plaster.Compared with the prior art, can save the energy and manpower greatly, shorten Production Time, reduce manufacturing cost, be the ideal job practices of current wall construction.

Description of drawings

Fig. 1 is the schematic diagram of wall construction structure of the present invention;

Fig. 2 is the partial enlarged drawing of Fig. 1 central post 1;

Fig. 3 is along the cutaway view Amplified image of A-A line among Fig. 1.

The specific embodiment

As shown in Figure 1-Figure 3, column 1 usefulness channel-section steel used in the present invention is made, with 60 ^#Channel-section steel is suitable, and it is highly looked the body of wall height and sets, and is generally 2.8 meters, at its bottom weldering lastblock base plate 2 with threaded hole, and loads onto flat head bolt 3 and just can after straightening.

Template 4 of the present invention with adopt thickness be 2～3 millimeters, highly be 400 millimeters, width be 800 millimeters steel plate for well, can be used as on-gauge plate, also can make an amendment according to actual conditions.Have the locating hole of 12 millimeters of φ at the center of template 4, and respectively be provided with one by being connected and fastener that bolt 5, spring 6, briquetting 7 and nut 8 are formed in its two ends and the contact position of column 1.

When manufacturing had the body of wall on window and doorway, the template of shape manufacturing respective shapes just could on request.

Be used for grouting and template, have the grout hole 9 of 40 millimeters of φ in the top.

Embodiment one: build the internal partition wall of no window, with reference to Fig. 1, its operation is as follows:

On the ground of framework of plan construction wall by its position and thickness two position lines that draw.

2. some root posts 1 are put by template 4 width and equidistant the erecting of body of wall length in the two ends of a position line and centre therein, and by the flat head bolt 3 of regulating its bottom column 1 vertically are anchored on up and down between the floor.

3. between two columns 1, load onto template 4 from bottom to top, and press on column 1 briquetting 7 template 4 is fixing by bolt 5, spring 6 and the nut 8 at template 4 two ends.And a template that will have grout hole is arranged at the place, top of this width of cloth body of wall.

4. in planning to build the space of making body of wall, be gauze wire cloth 10 and the spools such as water power, TV and phone that 1.8～2.4 braided steel wire forms with cement nail dress lastblock diameter.

5. in another setting-out, column 1 and template 4 are installed by the 3rd step, meanwhile, between the locating hole of two templates 4 in front and back, place a locating sleeve that equates with thickness of wall body 11, and be fixed on two templates 4 by a double-threaded screw 12 and two nuts 13.

6. the slurry of light weight concrete construction slurry that light weight concrete construction factory is shipped or field by using concrete foaming machine preparation pours into the light weight concrete construction slurry from pushing up most spaces that have 4 of grouting mouthful 9 past two cheek boards.

7. after the light weight concrete construction slurry solidifies, unload lower bolster 4 and column 1, pour into slurry and floating getting final product at locating sleeve 11 at last.

Embodiment two, build the body of wall that window is arranged.

Its operation is substantially the same manner as Example 1, just loads onto the template of the system of giving when mounting template 4 on request, and just can with the steel plate sealing at the window periphery.

Embodiment three, the construction of buildings outer wall body.The supporting beam made from angle bar is loaded onto at edge before construction on lower and upper cross-member, between last lower deck carline column is installed then, and all the other operations are identical with embodiment one.

In the accompanying drawing: 14 is the floor, and 15 is vertical beam.

Claims

1. light concrete wall body site monolithic construction method, it is characterized in that this job practices comprises: the body of wall position that a. makes by drawing up in the reinforced concrete frame that building has been built is marked two position lines on the ground; B. the two ends of a line and middle equidistant some the columns that are provided with therein; C. stacked from bottom to top some templates between two columns have the grouting mouth on the wherein piece template top that every width of cloth body of wall pushes up most, and each template two ends is fixed on the column with connector; D. in the space of the body of wall made of drawing up, load onto gauze wire cloth; E. load onto column and template in another line by above-mentioned identical method, load onto simultaneously spools such as water power, TV, telephone wire on request, and the center between the every pair of template in front and back loads onto a locating sleeve consistent with thickness of wall body, and this locating sleeve is fixed on two templates with a double-threaded screw and nut; F. in the light weight concrete construction slurry for preparing being poured into space between template from the grouting mouth; G. after body of wall tentatively solidifies, column and template are unloaded, at last the endoporus of locating sleeve is poured into slurry and floatingly just can.

2. job practices according to claim 1 is characterized in that when manufacturing has the body of wall of window, is to adopt typified form reserved window position, and seals with steel plate at the reserved window periphery.

3. job practices according to claim 1 is characterized in that loading onto the column bearing cross beam in the lower and upper cross-member both sides of this exterior wall when making the exterior wall of building, and then column is installed.

4. job practices according to claim 1 is characterized in that described column makes with channel-section steel, is provided with a base plate in its bottom, has a screwed hole at the base plate center, and loads onto one and regulate bolt.