CN100460614C - Constituting structure of wall body and its constituting method - Google Patents
Constituting structure of wall body and its constituting method Download PDFInfo
- Publication number
- CN100460614C CN100460614C CNB2003101031013A CN200310103101A CN100460614C CN 100460614 C CN100460614 C CN 100460614C CN B2003101031013 A CNB2003101031013 A CN B2003101031013A CN 200310103101 A CN200310103101 A CN 200310103101A CN 100460614 C CN100460614 C CN 100460614C
- Authority
- CN
- China
- Prior art keywords
- wallboard
- grid
- wall
- standard size
- thickness
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
This invention relates to a wall structure and its method. It does not increase the number of the wainscots, standardizes the construction of the wooden bar design according to the lattice, and simplifies the design of the bar. The characteristics of this invention is that horizontally it joints the wooden wainscots which are divided corresponding to the basic model lattice, and makes use of the bay bolt to construct the wall. Collocate the standard wainscot consistent with the standard dimension of the lattices on the lattices without the corner formed by the vertically intersecting emergence angle and incident angle. Collocate the first wainscot whose thickness is 1/2 more than that of the standard dimension of the lattice and the second wainscot whose thickness is 1/2 less than that of the standard dimension on the corner of the lattice and butt joint the two wainscots.
Description
Technical field
The invention relates to and be applicable to and give system structure dwelling house etc. mainly engages the construction method of the construction structure of the industrialized house body of wall that forms building main body mode and body of wall with wooden slats invention.
Technical background
Industrialized house design a kind of is based on the method by the mesh design of basic module.Body of wall and structure are that size, the kind of main all parts controlled the least possiblely beyond the method, as far as possible freely plan, each system's basic module has various, and the consideration method how grid is held parts equally also is various in addition.
Now advancing one of industrialized housing construction method by such basic module is frame material to be assembled on two faces of square frame shape framework, with the rectangular wooden lath that sticks surfacing, the method for Assembly floor, body of wall etc.
This job practices for example is the floorboards of wood of laying blocking on the concrete foundation of constructing at the scene, the wooden wall lath (hereinafter referred to as wallboard) of 1 layer of installation and 2 layers on it, further make framework, wooden truss, build up roofing slab, the method for building construction.
Above-mentioned in addition each lath (floor, wallboard etc.) fuses with bonding agent and screw etc., on the adjustment mortar above the ground through adjusting (under the wall ground etc.), lay the floor by architrave, simultaneously each wallboard of 1 layer segment is that the stone bolt that stretches out the concrete foundation upper surface is put in the hole below the wallboard, becomes one by fastening bolt and ground.
In such housing construction method, the method that the assembling of wallboard is adopted is to be benchmark with module core and module core crossover location in advance, on ground, separate certain intervals respectively and set the position of burying stone bolt underground, like this stone bolt be placed in set on the ground bury the stone bolt position underground, fixing then, by this stone bolt fixation wall plate.
In the construction of this wooden slats by mesh design, be provided with position and the grid core (module core) of wooden slats are coincide, and because wooden slats itself has thickness, to only use the wooden slats of same module making to carry out the wallboard construction, the bonding station of wallboard (particularly the angle of departure of main body corner part, go into the position at angle) must occur uneven, so have corresponding to uneven problem, prepare the problem of multiple different types of wooden slats.
Summary of the invention
The present invention proposes according to above-mentioned situation, and its objective is provides a kind of wallboard construction structure and its job practices, does not increase the kind of wallboard, makes the wooden slats construction standardization by mesh design, makes its design simplification.
In order to reach this purpose, the feature of body of wall construction structure of the present invention is that the wooden wallboard that separates corresponding to the grid by basic module is engaged on in-plane, utilization is located at the wall constructed body of wall construction structure of ground stone bolt, on the grid of removing beyond the corner part that forms angle of departure by the wallboard square crossing and go into the angle, dispose the modular wall panel of the standard size unanimity of grid therewith, constituting configuration on the grid of corner part than the 1st wallboard of the long 1/2 wallboard thickness of mesh standard size with than the 2nd wallboard vertical butt joint of the short 1/2 wallboard thickness of mesh standard size.
With wallboard construction structure of the present invention, because only in the 2nd wallboard vertical butt joint of the corner part configuration that forms angle of departure by the wallboard square crossing and go into the angle than the 1st wallboard and the short 1/2 wallboard thickness of the long 1/2 wallboard thickness of mesh standard size, generally can adjust the uneven of wallboard at corner part, and because the wallboard of configuration standard size only on other the grid just can carry out the construction of wooden slats with 3 kinds of wallboards.
And since in the design only corner part can make up 2 kinds and be different from standard-sized lath, have the advantage that design rule is simplified.
Wish on face of framework of forming trellis with vertical core, horizontal core, to stick the rectangle veneer at least as wallboard.The veneer that such wallboard utilization is pasted on framework and face of this framework can improve the rigidity of wallboard, can make agent structure firm.
Wish that in the present invention the binding material of loading onto 1/2 wallboard thickness on modular wall panel constitutes the 1st wallboard.Adopt such structure to make the easier manufacturing of the 1st wallboard of growing 1/2 wallboard thickness than mesh standard size.
Be characterized as in the construction method of body of wall of the present invention: be body of wall to be cut apart corresponding to grid by basic module, wooden wallboard is engaged on in-plane, utilization is located at the construction method that ground stone bolt is constructed the body of wall that separates like this, prepare the modular wall panel that coincide with the mesh standard size in advance, than the 1st wallboard of the long 1/2 wallboard thickness of mesh standard size with than the 2nd wallboard of the short 1/2 wallboard thickness of mesh standard size, configuration the 1st wallboard and the 2nd wallboard vertical butt joint on the grid that constitutes corner part, configuration standard wallboard on remaining grid.
Adopt words of the present invention, use preprepared 3 kinds of wallboards (modular wall panel, the 1st wallboard, the 2nd wallboard), coincide with the standard size of grid, the corner part and the remainder that are divided into body of wall, can be wall constructed, each wallboard erects by ground stone bolt in addition, so can be fixed on body of wall on the firm ground.
Description of drawings
Fig. 1 represents to be used to illustrate the schematic plan view of body of wall construction structure of the present invention.
1. modular wall panel
2. the 1st wallboard
3. the 2nd wallboard
The specific embodiment
With reference to the accompanying drawings one embodiment of the present of invention are described.
At first the basic consideration method of body of wall construction structure of the present invention is described with reference to Fig. 1.
Make wooden wallboard be provided with the position be arranged to the identical situation of grid core (module core) under problem be: because the thickness of wooden wallboard itself, to only use the wooden slats of same module making to carry out the wallboard construction, the bonding station of wallboard (particularly the angle of departure of main body corner part, go into the position at angle) must occur uneven, so have corresponding to uneven problem, prepare multiple different types of wooden slats.
In the present invention on the grid of removing beyond the corner part that forms angle of departure by the wallboard square crossing and go into the angle, dispose the modular wall panel 1 of the standard size D unanimity of grid therewith, constituting configuration on the grid of corner part than the 1st wallboard 2 of the long 1/2 wallboard thickness of mesh standard size with than the 2nd wallboard 3 vertical butt joint of the short 1/2 wallboard thickness of mesh standard size.
In the example of Fig. 1, modular wall panel 1 usefulness does not have hatched rectangle to represent, grows the rectangle of the 1st wallboard 2 usefulness oblique lines of 1/2 wallboard thickness than mesh standard size and represents, lacks the rectangle of the 2nd wallboard 3 usefulness ordinates of 1/2 wallboard thickness than mesh standard size and represents.
Wallboard shown in Fig. 1 is suitable for use between the rectangular inside and outside veneer of vertical length, and the portraitlandscape by being provided with (upper and lower limit and left and right side with and inboard middle part) core engages the vertically long wooden lath of all-in-one-piece.
Wherein wallboard is a modular wall panel, and for example width is 910mm, highly is 90mm or 120mm for 2578mm or 2730mm, thickness.At wallboard thickness is under the situation of 90mm, and the core width is 30mm; Wallboard thickness is under the situation of 120mm, and the core width is 40mm.
As shown in Figure 1, exterior panel 1,2,3 coincide with the core (core of module) of the grid shown in the dotted line respectively and is connected, between its side core bonding mutually with fixedly connected with following closely (screw etc.).Corner part at outer wall, (lath thickness is to be 45mm under the situation of 90mm to connect the width in half lath thickness about the same at the exterior panel side core end face of one side, lath thickness is to be 75mm under the situation of 120mm) corner part connect the 1st wallboard 2 of material (not expression among the figure), bonding or be fixed on the another side exterior panel 3 side core end faces that intersect vertically with following closely (screw etc.).
Build up inside panel 4,5,6 respectively from the inner face of exterior panel 1,2,3, just with respect to each core, build up inside panel 4,5,6 respectively from the width that departs from half exterior panel 1 thickness of slab (lath thickness is to be 45mm under the situation of 90mm, and lath thickness is also to be 45mm under the situation of 120mm).In an embodiment, build up inside panel 4,5,6 from the exterior panel 1 connecting portion inner face that forms Fig. 1 right side wall.Inside panel also has and the essentially identical structure of exterior panel, in the example of Fig. 1, inside panel 4 is and the identical modular wall panel of the length dimension of grid, inside panel 5 is the 1st wallboard 2 than the long 1/2 wallboard thickness of mesh standard size, and inside panel 6 is the 2nd wallboard 3 than the short 1/2 wallboard thickness of mesh standard size.
Between these external these inside panels 4,5,6 bonding with fixedly connected the side core with nail (screw etc.), simultaneously the connecting portion inner face of exterior panel 1 bonding with fixedly connected inside panel 6 side cores with following closely (screw etc.).
It is to be used on the face direction in conjunction with wooden wallboard 1,2,3, the construction method that erects by ground fot screw simultaneously basically that the body of wall of the exterior panel 1,2,3 of employing said structure is constructed.
Wherein as exterior panel in factory etc., produce the modular wall panel 1 that coincide with the standard size of grid in advance, than the 1st wallboard 2 of the long 1/2 wallboard thickness of mesh standard size, than the 2nd wallboard 3 of the short 1/2 wallboard thickness of mesh standard size.
The 1st wallboard 2 and the 2nd wallboard 3 are configured to coincide with the core of module on the grid of body of wall corner part, and butt joint mutually, can configuration standard wallboard 1 on remaining grid.
Adopt such structure, use preprepared 3 kinds of wallboards (modular wall panel the 1, the 1st wallboard the 2, the 2nd wallboard 3), coincide with the standard size D of grid, the corner part and the remainder that are divided into body of wall, can be wall constructed, each wallboard erects by ground stone bolt in addition, so can be fixed on body of wall on the firm ground.
In the above-described embodiments, be 910mm with the mesh standard dimension D, this standard size is not limited to 910mm in the present invention, and 1000mm and other size also can certainly.The configuration that purposes and body of wall are arranged again also is arbitrarily, much less can appropriate change to other concrete fine structures etc.
As mentioned above, adopt words of the present invention, wallboard construction structure that provides and its job practices do not increase the kind of wallboard, can make the construction standardization by the wooden slats of mesh design, and designed regular is simplified.
Claims (4)
1. body of wall construction structure is characterized by: the wooden wallboard that separates corresponding to the grid by basic module is engaged on in-plane, utilize that to be located at ground stone bolt wall constructed; On the grid of removing beyond the corner part that forms angle of departure by the wallboard square crossing and go into the angle, dispose the modular wall panel of the standard size unanimity of grid therewith, be configured on the grid of corner part to make than the 1st wallboard of the long 1/2 wallboard thickness of mesh standard size with than the 2nd wallboard vertical butt joint of the short 1/2 wallboard thickness of mesh standard size constituting.
2. body of wall construction structure as claimed in claim 1 is characterized in that, wallboard sticks the rectangle veneer at least on a face of the framework of forming trellis with vertical core, horizontal core.
3. body of wall construction structure as claimed in claim 1 is characterized in that, loads onto the binding material of 1/2 wallboard thickness on modular wall panel.
4. a body of wall construction method is characterized in that, corresponding to the grid by basic module body of wall is cut apart, and wooden wallboard is engaged on in-plane, and utilization is located at ground stone bolt and constructs the body of wall that separates like this; Prepare the modular wall panel that coincide with the mesh standard size in advance, than the 1st wallboard of the long 1/2 wallboard thickness of mesh standard size with than the 2nd wallboard of the short 1/2 wallboard thickness of mesh standard size, on the grid that constitutes corner part, be configured to make the 1st wallboard and the 2nd wallboard vertical butt joint, configuration standard wallboard on remaining grid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101031013A CN100460614C (en) | 2003-10-31 | 2003-10-31 | Constituting structure of wall body and its constituting method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101031013A CN100460614C (en) | 2003-10-31 | 2003-10-31 | Constituting structure of wall body and its constituting method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1611684A CN1611684A (en) | 2005-05-04 |
| CN100460614C true CN100460614C (en) | 2009-02-11 |
Family
ID=34756527
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2003101031013A Expired - Fee Related CN100460614C (en) | 2003-10-31 | 2003-10-31 | Constituting structure of wall body and its constituting method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100460614C (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0473340A (en) * | 1990-07-16 | 1992-03-09 | Misawa Homes Co Ltd | Wooden unit |
| FR2680189A1 (en) * | 1991-08-05 | 1993-02-12 | Lambert Yves | Modular panel wall |
| JPH09228514A (en) * | 1996-02-21 | 1997-09-02 | Terada Hide | Wall panel for framing construction method |
| DE10025767A1 (en) * | 2000-05-26 | 2001-12-06 | Wolfgang Hupp | Building kit for a half-timbered house uses a unified grid for timbers in a standard length and cross section to be locked together by plywood boards using natural materials throughout |
| JP2002339365A (en) * | 2001-05-14 | 2002-11-27 | Tenryu Ind Co Ltd | Vegetation panel and vegetation construction method using it |
| DE20023168U1 (en) * | 2000-05-26 | 2003-03-06 | Hupp, Wolfgang, 53940 Hellenthal | Building kit for a half-timbered house uses a unified grid for timbers in a standard length and cross section to be locked together by plywood boards using natural materials throughout |
-
2003
- 2003-10-31 CN CNB2003101031013A patent/CN100460614C/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0473340A (en) * | 1990-07-16 | 1992-03-09 | Misawa Homes Co Ltd | Wooden unit |
| FR2680189A1 (en) * | 1991-08-05 | 1993-02-12 | Lambert Yves | Modular panel wall |
| JPH09228514A (en) * | 1996-02-21 | 1997-09-02 | Terada Hide | Wall panel for framing construction method |
| DE10025767A1 (en) * | 2000-05-26 | 2001-12-06 | Wolfgang Hupp | Building kit for a half-timbered house uses a unified grid for timbers in a standard length and cross section to be locked together by plywood boards using natural materials throughout |
| DE20023168U1 (en) * | 2000-05-26 | 2003-03-06 | Hupp, Wolfgang, 53940 Hellenthal | Building kit for a half-timbered house uses a unified grid for timbers in a standard length and cross section to be locked together by plywood boards using natural materials throughout |
| JP2002339365A (en) * | 2001-05-14 | 2002-11-27 | Tenryu Ind Co Ltd | Vegetation panel and vegetation construction method using it |
Non-Patent Citations (2)
| Title |
|---|
| 扩大模数及其网格在工业化住宅设计中的应用. 李耀培.建筑学报，第8期. 1982 |
| 扩大模数及其网格在工业化住宅设计中的应用. 李耀培.建筑学报，第8期. 1982 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1611684A (en) | 2005-05-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA1226412A (en) | Modular building system and building modules therefor | |
| US10584485B2 (en) | Constructing multi-story buildings using stacked structural steel wall trusses | |
| US20120131878A1 (en) | Modular building construction | |
| JP2008503670A (en) | Isolated concrete formwork system with variable length wall connections | |
| EP1445391B1 (en) | Assembly of prefabricated components for making floor slabs, floors and walls with exposed wood beams | |
| US11920346B2 (en) | Module and method for producing a module, a building wall and a building | |
| KR101850948B1 (en) | Eco-mold module and construction method of wooden building using the same | |
| CN107060104B (en) | Assembled steel frame concrete box type unit structure system and construction method thereof | |
| CN214941252U (en) | Hidden corbel assembly type concrete beam column anti-seismic node structure | |
| KR100736752B1 (en) | Connection structure of i-slabs and asymmetric slimflor beam | |
| KR101173688B1 (en) | Modular unit system with floor heating plate | |
| CN100460614C (en) | Constituting structure of wall body and its constituting method | |
| KR101281849B1 (en) | Modular unit with connector and floor heating plate | |
| KR101571847B1 (en) | Floor structure of modular unit and modular unit of using it | |
| CN103334441A (en) | Road slope protecting structure and construction method thereof | |
| WO2023099942A1 (en) | Walls, blocks and prefabricated double-sided slabs for use in vandad landscape | |
| CN2672186Y (en) | Construction structure of wall | |
| KR102283455B1 (en) | The Compacted Light Gauge Steel Wall for Building and Manufacturing Method Thereof | |
| KR20200007830A (en) | Wall module joining cellular concrete in laminated structural steel wall frame | |
| KR20130034386A (en) | Modular unit with connector and floor heating plate | |
| KR101440556B1 (en) | Floor structure of modular building | |
| KR200423642Y1 (en) | Connection structure of i-slab using u-bar | |
| JP2009030226A (en) | Ventilation construction method for exterior wall | |
| US20190203468A1 (en) | Method for assembling building elements and building thus produced | |
| KR100687133B1 (en) | I-slab using slim precast composite slab deck |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090211 Termination date: 20151031 |
|
| EXPY | Termination of patent right or utility model |