CN101476362A - Integral wall production method - Google Patents
Integral wall production method Download PDFInfo
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- CN101476362A CN101476362A CNA2008102496947A CN200810249694A CN101476362A CN 101476362 A CN101476362 A CN 101476362A CN A2008102496947 A CNA2008102496947 A CN A2008102496947A CN 200810249694 A CN200810249694 A CN 200810249694A CN 101476362 A CN101476362 A CN 101476362A
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- wall body
- wall
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- general frame
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Abstract
The invention relates to a method for manufacturing an integrated wall body, which is characterized by comprising the following steps: connecting an enclosing board (1) and an enclosing board (2) which are then enclosed into an overall frame for accommodating the wall body; arranging fastening bolts (6) inside the enclosing boards; connecting adjacent fastening bolts through adjusting nuts (4), so that the tension degree of the overall frame is adjusted; pre-embedding a steel wire gauze rack (12) into the wall body and taking the steel wire gauze rack (12) as a wall body reinforcement; casting wall body materials from the upper end of the overall frame to the inside of the overall frame; and disassembling all the enclosing boards after the wall body materials are formed. The method has the advantages that: firstly, a base, the wall body, a roof, required water pipes and wire holes can be integrally manufactured at a time, so that the building efficiency is high, the labor hour is saved, and the anti-seismic performance is good; secondly, the wall body has beautiful appearance and style and smooth metope; and thirdly, all the cracked materials such as waste residue, cement and bricks can be taken as filler, so that the method saves resources, is environment-friendly and reduces the building cost.
Description
Technical field:
The present invention relates to the manufacture method of building, particularly a kind of preparation method of integral wall.
Background technology:
Body of wall is the most basic structure link in building construction, and the quality that body of wall makes up directly influences the whole shock resistance in house and steadiness etc.The common brick method of building wall in the past promptly adopts a brick, a brick up to build, and way causes inefficiency on the one hand in this, and employed on the other hand brick will burn through the baking of brickkiln, transportation, the land occupation resource, and the wall thermal insulating of made is very poor.In order to address this problem, development in recent years some utilize the insulation blocks of material such as flyash, it has solved the problem of energy-saving heat preserving to a certain extent, but can't avoid defectives such as inefficiency, cost height.
Summary of the invention:
Purpose of the present invention is exactly the preparation method of a kind of new integral wall that designs in order to overcome the deficiency that has house building method now.
For achieving the above object, the present invention has adopted following technical scheme:
A kind of preparation method of integral wall, it is characterized in that may further comprise the steps: surround the general frame that contains body of wall after coaming plate is connected through connector, to the inner cast wall material of general frame, after the materials for wall typing, remove all coaming plates from the general frame upper end open.
In order further to improve technique scheme, can increase following technical scheme: be provided with fastening bolt in the coaming plate, and adjacent fastening bolt is by adjusting the nut connection, to regulate the tensioner degree of general frame.Be embedded with steel wire net rack in the body of wall as the body of wall reinforcing rib.
In the technique scheme, described coaming plate can adopt and comprise steel form, plank or the plate of carving characters etc. all have the rectangular slab of certain intensity, and its length should be suitable with the body of wall height.Described connector can adopt connectors such as hinge, angle bar.After surrounding the integral wall framework, with horizontal fastening bolt and longitudinally fastening bolt penetrate the integral wall framework, fastening bolt one end connects with nut, two adjacent fastening bolts respectively with have right-and-left threaded adjusting nut and be connected, when when a side is rotated adjusting nut, straining fastening bolt simultaneously, when the backward rotation adjusting nut, then loosen fastening bolt.
In order to strengthen the intensity of body of wall, can when surrounding the integral wall framework, put into steel wire net rack, again the materials for wall of needs cast, as doing the material of filler after the fragmentations such as waste residue, cement concrete, fragment of brick, concrete, cast enters in the general frame.
The invention has the advantages that: but 1, base, body of wall, roofing and will with water pipe wire hole disposable integral create, the method of unitary construction body of wall has replaced the out-of-date methods that the several years builds a wall with bricks, building efficient height, saving working hour, firmly performance and anti-seismic performance are good.2, the body of wall outward appearance is made according to each class template, can reach the characteristics that building is flexible, attractive in fashion, metope is smooth.3, the material of fragmentations such as waste residue, cement, fragment of brick all can be made filler, economizes on resources, environmental protection, and reduces the cost that builds a house.
Description of drawings
Fig. 1 utilizes the inventive method to make the body of wall vertical view;
Fig. 2 is that the K of Fig. 1 is to lateral view;
Fig. 3 is the I portion enlarged drawing of Fig. 1;
Fig. 4 is the II portion enlarged drawing of Fig. 1;
Fig. 5 is the III portion enlarged drawing of Fig. 1;
Fig. 6 is the IV portion enlarged drawing of Fig. 1;
Fig. 7 is the V portion enlarged drawing of Fig. 1.
The specific embodiment:
As shown in Figure 1, the preparation method of a kind of integral wall provided by the invention may further comprise the steps:
One, with the outer general frame in coaming plate 1 besieged city, with coaming plate 2 besieged city internal layer general frames, to cut apart indoor wall.Described coaming plate can adopt steel form, surrounds the general frame that contains body of wall after connecting through connector.Described connector is divided into three kinds, and first is to adopt hinge 5 to connect between two steel forms, uses screw 5a to be connected on the steel form, can be referring to Fig. 5.Second adopts angle steel 7, angle steel 8 respectively for inside and outside turning connects, and is connected on the steel form by screw 7a, 8a, as shown in Figure 3, Figure 4.The 3rd for running through the fastening bolt 6 of general frame, and as Fig. 1, shown in Figure 6, fastening bolt 6 outer ends connect with nut 6a, and inner two adjacent fastening bolts connect by adjusting nut 4, to regulate the tensioner degree of general frame.Adjusting nut 4 has right-and-left threaded, when can strain the fastening bolt at two ends simultaneously when a side is rotated adjusting nut 4, when the backward rotation adjusting nut, then loosens fastening bolt.
Two,, in general frame, be embedded with steel wire net rack 9 as the body of wall reinforcing rib as Fig. 1, shown in Figure 7.
Three, as shown in Figure 2, can in general frame, preset Door/window brace member 10, treat body of wall typing back dismounting Door/window brace member 10.
Four, after above-mentioned preparation finishes, to the inner cast wall material 3 of general frame, after the materials for wall typing, remove fastening bolt earlier, remove all coaming plates again, remove Door/window brace member at last from the general frame upper end open.The materials for wall of being poured into a mould can adopt building debriss such as concrete, foam concrete and brickbat.
Claims (3)
1, a kind of preparation method of integral wall, it is characterized in that may further comprise the steps: surround the general frame that contains body of wall after coaming plate is connected through connector, to the inner cast wall material of general frame, after the materials for wall typing, remove all coaming plates from the general frame upper end open.
2, the preparation method of a kind of integral wall according to claim 1 is characterized in that being provided with fastening bolt in the coaming plate, and adjacent fastening bolt is by adjusting the nut connection, to regulate the tensioner degree of general frame.
3, the preparation method of a kind of integral wall according to claim 1 and 2 is characterized in that being embedded with in the body of wall steel wire net rack as the body of wall reinforcing rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008102496947A CN101476362A (en) | 2008-12-31 | 2008-12-31 | Integral wall production method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008102496947A CN101476362A (en) | 2008-12-31 | 2008-12-31 | Integral wall production method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101476362A true CN101476362A (en) | 2009-07-08 |
Family
ID=40837137
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2008102496947A Pending CN101476362A (en) | 2008-12-31 | 2008-12-31 | Integral wall production method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101476362A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102182260A (en) * | 2011-03-29 | 2011-09-14 | 洛阳师范学院 | Composite armored thermal insulation wall of foamed concrete and construction method thereof |
| CN103998696A (en) * | 2011-10-18 | 2014-08-20 | 塞尔吉奥·埃里韦托·达·科斯塔 | Masonry blocks shaped in moulds |
| CN106193387A (en) * | 2016-08-31 | 2016-12-07 | 柳州市杰特建材有限责任公司 | Cast-in-place combined wall |
| CN117552554A (en) * | 2024-01-12 | 2024-02-13 | 中国二十二冶集团有限公司 | Counterforce wall loading hole module combined installation construction structure and construction method thereof |
-
2008
- 2008-12-31 CN CNA2008102496947A patent/CN101476362A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102182260A (en) * | 2011-03-29 | 2011-09-14 | 洛阳师范学院 | Composite armored thermal insulation wall of foamed concrete and construction method thereof |
| CN103998696A (en) * | 2011-10-18 | 2014-08-20 | 塞尔吉奥·埃里韦托·达·科斯塔 | Masonry blocks shaped in moulds |
| CN106193387A (en) * | 2016-08-31 | 2016-12-07 | 柳州市杰特建材有限责任公司 | Cast-in-place combined wall |
| CN117552554A (en) * | 2024-01-12 | 2024-02-13 | 中国二十二冶集团有限公司 | Counterforce wall loading hole module combined installation construction structure and construction method thereof |
| CN117552554B (en) * | 2024-01-12 | 2024-04-02 | 中国二十二冶集团有限公司 | Counterforce wall loading hole module combined installation construction structure and construction method thereof |
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| PB01 | Publication | ||
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20090708 |