CN103510616A - Method for constructing flexible or thin-wall materials - Google Patents
Method for constructing flexible or thin-wall materials Download PDFInfo
- Publication number
- CN103510616A CN103510616A CN201210208006.9A CN201210208006A CN103510616A CN 103510616 A CN103510616 A CN 103510616A CN 201210208006 A CN201210208006 A CN 201210208006A CN 103510616 A CN103510616 A CN 103510616A
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- Prior art keywords
- thin
- flexibility
- walled
- walled material
- socket
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Abstract
A method for constructing flexible or thin-wall materials is characterized in that flexible or thin-wall materials are used for being wrapped into a contour shape, the wrapped flexible or thin-wall materials are filled with backfill materials, and pull-connection materials are used for enabling the opposite sides of the flexible or thin-wall materials to be connected in a pulling mode at certain intervals inside the wrapped flexible or thin-wall materials, so that the wrapped flexible or thin-wall materials can form a stable shape.
Description
Technical field
A kind of flexibility or thin-walled material construction method.
Background technology
The current brick in architecture industry application, steel concrete, building block etc. are all rigid materials, raw material, the energy that need of production consumption is a large amount of, and after building demolition, produce a large amount of building wastes, environment is caused to great impact.
Summary of the invention
A kind of flexibility or thin-walled material construction method, it is characterized in that utilizing the coated contour shape that becomes of flexibility or thin-walled material, fill backfilling material in it, and use and socket material and socket offside flexibility or thin-walled material at interval of certain distance in inside, can form stable shape.During construction, first excavate ground, lay the flexibility or the thin-walled material that are positioned at bottom, and reserve sufficient length in both sides, front and back, then pour backfilling material into, and use and socket flexibility or the thin-walled material that material sockets offside at a certain distance, form one deck, and then on the basis of this layer, continue backfill backfilling material, re-use and socket flexibility or the thin-walled material that material sockets offside, reconstruct one deck, so repeatedly, until reach, build height or the shape requiring; Described flexibility or thin-walled material have larger tensile strength, for forming the profile of every layer of hard shoulder; The contour shape that described flexibility or thin-walled material are overmolding to is that center of gravity is partial to acting surface or can be from firm shape; The described material that sockets is positioned at offside flexibility or thin-walled material, and the two ends that socket material respectively connect flexibility or thin-walled material; Described at interval of certain distance, use and socket flexibility or the thin-walled material that material sockets offside, refer to according to height, the tensile strength that sockets material and calculate obtained numerical value; Described backfilling material can be soil, building waste, article shaped.
Accompanying drawing explanation
Fig. 1 is a typicalness schematic diagram of flexible construction method work progress
Shown in Fig. 1,, for forming flexibility or the thin-walled material of outline, 2. for socketing material, be 1. 3. backfilling material, in figure, constructed to the 3rd layer.
Claims (7)
1. a flexibility or thin-walled material construction method, it is characterized in that utilizing the coated contour shape that becomes of flexibility or thin-walled material, fill backfilling material in it, and use and socket material and socket offside flexibility or thin-walled material at interval of certain distance in inside, can form stable shape.
2. flexibility according to claim 1 or thin-walled material construction method, is characterized in that: described flexibility or thin-walled material have larger tensile strength, for forming the profile of every layer of hard shoulder.
3. flexibility according to claim 1 or thin-walled material construction method, is characterized in that: the contour shape that described flexibility or thin-walled material are overmolding to is that center of gravity is partial to acting surface or can be from firm shape.
4. flexibility according to claim 1 or thin-walled material construction method, is characterized in that: the described material that sockets is positioned at offside flexibility or thin-walled material, and the two ends that socket material respectively connect flexibility or thin-walled material.
5. flexibility according to claim 1 or thin-walled material construction method, it is characterized in that: described at interval of certain distance, use and socket flexibility or the thin-walled material that material sockets offside, refer to according to height, the tensile strength that sockets material and calculate obtained numerical value.
6. flexibility according to claim 1 or thin-walled material construction method, is characterized in that: described backfilling material can be soil, building waste, article shaped.
7. flexibility according to claim 1 or thin-walled material construction method, it is characterized in that: during construction, first prefabricated flexibility or thin-walled material are laid, then by backfilling material backfill, and by the flexibility of offside or thin-walled material, with socketing material, socket, form one deck, so repeatedly, form needed shape, between every layer, also use to socket material and socket, make it stable.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210208006.9A CN103510616A (en) | 2012-06-21 | 2012-06-21 | Method for constructing flexible or thin-wall materials |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210208006.9A CN103510616A (en) | 2012-06-21 | 2012-06-21 | Method for constructing flexible or thin-wall materials |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103510616A true CN103510616A (en) | 2014-01-15 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210208006.9A Pending CN103510616A (en) | 2012-06-21 | 2012-06-21 | Method for constructing flexible or thin-wall materials |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103510616A (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1916298A (en) * | 2005-08-15 | 2007-02-21 | 达隆有限公司 | Wall structures and method for constructing the structure |
| US20070110522A1 (en) * | 2005-08-31 | 2007-05-17 | Kim Hun S | Retaining wall constructed using sandbags |
| CN103362138A (en) * | 2012-03-28 | 2013-10-23 | 青岛天力建筑加固工程有限公司 | Flexible or thin-wall-material self-load-bearing retaining wall construction process |
-
2012
- 2012-06-21 CN CN201210208006.9A patent/CN103510616A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1916298A (en) * | 2005-08-15 | 2007-02-21 | 达隆有限公司 | Wall structures and method for constructing the structure |
| US20070110522A1 (en) * | 2005-08-31 | 2007-05-17 | Kim Hun S | Retaining wall constructed using sandbags |
| CN103362138A (en) * | 2012-03-28 | 2013-10-23 | 青岛天力建筑加固工程有限公司 | Flexible or thin-wall-material self-load-bearing retaining wall construction process |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140115 |