CN104641048B - Waffle grid casing Building technology - Google Patents
Waffle grid casing Building technology Download PDFInfo
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- CN104641048B CN104641048B CN201380043055.4A CN201380043055A CN104641048B CN 104641048 B CN104641048 B CN 104641048B CN 201380043055 A CN201380043055 A CN 201380043055A CN 104641048 B CN104641048 B CN 104641048B
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
- E04B1/483—Shear dowels to be embedded in concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B2001/34876—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form with a sloping or barrel roof
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B2001/34876—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form with a sloping or barrel roof
- E04B2001/34884—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form with a sloping or barrel roof creating a living space between several units
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention be related to for blindage, individual and the individual side in six (6) prefabricated, the pre-completed, plug-in type of building or specially designed five (5) of any similar body structure, insulation or the rectangular configuration grid casing 27 of cast-in-place design.The present invention is using the grid being made up of thin-walled 3 or plate 4, and the thin-walled or plate have the indenture of certain pattern on all sides for be referred to as rib 5.The grid casing 27 of the individual sides of type I five (5) is vertically installed up and down, and the grid casing 27 of Type II (6) individual side is horizontally mounted and (forms exceptional space between grid casing 27) to form blindage or building.Present invention aims at pass through lighter but equal firm, height resistance earthquake and hurricane and then less expensive and efficiently optional building system solves the overstocked order of the affordable housing in any country, public or private school and other buildings or blindage.
Description
Waffle grid casing (waffle Box) Building technology is alternative prefabricated or cast-in-place building system,
The system is lighter but equally firmer, has high resistance to earthquake, typhoon and hurricane, less expensive and get easily, and
The technology aims to solve the problem that any national affordable housing, public and private school and other small high-rises, on the middle and senior level or big height
Overstocked order in layer blindage, or architectural engineering.
The name " grid casing " 27 of the present invention is from these meanings below and term.
The casing (noun) as defined in Microsoft's electronic encyclopedia dictionary is " square or rectangular shape object ", " is used
In object or the container ... of dry goods ", " region ... being surrounded ", " small building for being used as blindage ", and " compartment ... ".
The same grid (noun) as defined in Microsoft's electronic encyclopedia dictionary is that " all have certain pattern on both sides
Indenture " or " as pancake waffle iron in ".
In technical term, dividing plate and shear wall (see APA (The Engineered Wood Association,
Www.apawood.org), Design/Construction Guide), as cited in herein, " dividing plate is similar deep, thin
The flat structure unit that beam works ", " however, shear wall is the dividing plate overhang vertically.When it is a series of it is this vertically and horizontally
Dividing plate is properly connected when forming construction unit together and then generates diaphragm structure.When being used in the transverse design in building
When dividing plate and shear wall, the structural system is referred to as " box system ".
The present invention is related to prefabricated or cast-in-place structural formula " grid casing " 27, and it is by concrete or other materials
It is made；With square or rectangular shape, region is defined as blindage or room, with or without wing teat 10,
10a, 10b, with for formed blindage or building or for special-purpose any other like structure a part window
Family 12b, 12c, door 12, the 12d's such as 12a and stair or elevator punches hole.
In addition, the present invention be prefabricated or cast-in-place structural formula " grid " 1,2 (thin-walled 3 or plate 4 formation dividing plate,
All there is the pattern for the indenture for being referred to as rib in the two directions) 5,5a, 5b, 5c, (a series of levels and perpendicular of 5d " casing " 27
Straight baffle is connected together with shear wall for resisting vertical, level, torsion and other constuction loadses) Building technology, the technology
With compared to planar walls or plate lower cost resistance earthquake, typhoon or hurricane.
Grid wall 1 (vertical plane) is thin-walled 3 and rib 5,5a (wall and column in traditional design) combination (Fig. 2 a, 4,5,
6,25,29,29b), grate 2 (horizontal plane) is thin plate 4, rib 5b, 5c (plate in traditional design, beam and/or crossbeam) combination
(Fig. 1,3,4,5,6,7,28,27,31,32), grid wall 1 and grate 2 are engaged with each other to form grid casing 27.
On issue in prior art or on May 19th, 2005 it is entitled " A Modular Wall Panel for Fence,
Housing, or Building Unit " Philippine utility model registration No.2-2001-000254, producer is Philippine
Mandaluyong City Claude Edwin Andrews, required precasting modular panel is laid by level, together
When joint between casting concrete.Identical modular panel is laid one by one, and some of panels have slip feather
To realize certain height or length.Please note this in the prior art panel indenture exactly around periphery edge.
Philippine utility model registration No.2-2001-000254 is effective model and generally had to building industry
There is good contribution.This invention of grid casing 27 limits very specific thin-walled 3 or plate 4 (otherwise referred to as epidermis), carries
A series of indentures (being referred to as rib 5) (Fig. 2,29) extended in many directions (not only in edge).
Grid casing 27 has the individual face (type I) in five (5) (Fig. 1,2,3,4,25,26) or the individual face in six (6) (Type II) (figure
27,27a, 28,29,29a, 29b), depending on situation.All faces of grid casing 27 are all designed to the structure of carrying building
(vertical, level, reverse etc.) load.The shape of grid casing 27 can be square or rectangle.
Rib 5,5a, 5b, 5c (sometimes referred to as flange or chord member (chord)) shape is rectangle or trapezoidal easily to remove
Form (Fig. 2,2a, 29,29b).Rib 5 to 5d arrangement mode can be vertical, levels, diagonally, vertical or horizontal.
The use of quantity, structure that the size and spacing of rib 5,5a, 5b, 5c and its reinforcing member pass through floor, the chi in room
Very little, blindage or the subregion of building and other design factors are dominated, and are the products of structure design.Strict rib (does not intersect
Component) design is firm, and grid 1 for the load on a direction, 2 (vertical, level, diagonally, vertical or horizontal structure
Part) (Fig. 7,7a, 34) design be firm for the load in both direction.In the same APA design guidances being mentioned, also
Point out that " dividing plate works in the way of similar to deep beam or crossbeam, and wherein panel is used as " web ", resistance shearing, and dividing plate side
Edge component performs the function of " flange ", resists bending stress.
Rib 5,5a, 5b, 5c is redesigned for unique or specific purposes sometimes.Sleeper beam (corbel) 7,7a, 7b, 7c
(Fig. 3,4,5,7,9,10,11,12,13,16,38,39,40) is, for example, the rib being modified, and will optionally be used to keep and carry
Upper grid casing 27, plate 2 or wall 1.
Rib or sleeper beam 7 have to 7d to be used to fixing, the hole 15,15a of lifting and connection, 15b, 15c, 15d.It, which also has, uses
In installing or fixed dowel or pin 17,17a (Fig. 9,10,12,13,16,38,39,42), for carrying 14b and for V shape
Lifting 14c pod 14,14a, 14b, 14c (Fig. 9,10,12,13).
Some ribs or sleeper beam 7 have welded plate 16 (Figure 10,12,40,43,44) and the angular plate 16a of welding (Figure 40,43,
44), for being attached to each other, to obtain the structural intergrity of blindage or building.
Moreover, some ribs or sleeper beam 7,7a, 7b, 7c are also provided with lifting cylinder/bolt 13a (figures for lifting purpose
Or lifting bolt 13b (Figure 46) 18).They also have is used to being aligned in installation process, better quality control and speed
Target 22 and matching conduit 23 vertically and horizontally.
On the lower part of grid casing 27, rib is developed to install these sleeper beams 7,7a, 7b, 7c be notch 8,9 (Fig. 3,
4,5,6,17,31,32,45).It is used as sleeper beam 7a, 7b, 7c matching element, (Fig. 4,5,7,8,9,11,16,17), notch 8,9
With hole 15,15a, 15b, 15c, 15d, (Fig. 5,7,9,11,16,17,38,39), welded plate 16 (Figure 10,12), with most preferably
Prepare these grid casings 27 of the integrated structure box system for blindage or building.
Then, the connector of these matchings, similar pod 14,14a, 14b, 14c, dowel or pin 17,17a, welded plate 16,
Angular plate 16a, bolt 18,18a, 18b and hole 15b, 15c are welded, then by fixation (Fig. 9,11,16,37), be in the milk (Fig. 9,
38) (Figure 40), is soldered, (Figure 11,39) is tightened, is painted or seals 21 (Fig. 9,11,38,39,40) etc., it is not right to prevent
It is accurate and corrode and ensure the structural intergrity (Figure 21,37) of blindage or building.
It is referred to as the optional spy of wing teat 10,10a, 10b (Figure 27,28,29) or gallery 8 or plate 4 with specific purposes
Levy and be integrally added on the turning of casing.After being installed according to the process described in part below, (the figure of exceptional space 24
21,27a, 36,37) the wall overcover needed for or being received around other spaces of grid casing 27, plate, gallery or balcony or even
Other living space, without live extra assignment.
For window 12b, 12c, door 12,12a and stair or elevator 12,12a, 12b, 12c, 12d's etc. punches hole by simultaneously
Enter in manufacturing process, form a part for special purposes for grid casing 27.
The weight for being designed to the structure casing of grid 1,2 is lighter than utilization traditional planar wall and column or plate and beam or horizontal stroke
Those of beam design, because between rib 5,5a, 5b, 5c being hollow space (Fig. 2,29).Connect the wall 3 or plate 4 of each rib (sometimes
Referred to as crust) it is generally thinner.In addition, term grid 1,2 (Fig. 2,28) fully illustrates the quality of this reduction.
The quality or volume or weight being reduced need thinner structural elements, including ground 26, and less or smaller
Steel reinforcer or similar structures, therefore blindage or build it is less expensive.
Other prior arts are worth referring to, because it is for understanding that the present invention is useful.
Philippine patents number 24939, are announced, entitled " Shelter Components and December 26 nineteen ninety
Stocking Process for Multi-Storey Building ", inventor：Cesar V.Canchela, Quezon City, greatly
Manila city (Metro Manila), Philippine is claimed in project 1, " with the modular pre- of unlimited longitudinal end
The body of the similar rectangular shape of reinforced concrete processed ", " body has flat bottom wall ", " a pair of relative flat sidewalls ",
" a pair of post components stretched out spaced apart ", " supporting member of a pair of opposing " and " planar top ".It is described existing
Fig. 1 and 2 of technology also illustrates this claim.
The special technique feature of the plane box of flat surfaces with strap end portion column piece is different from grid casing 27；Grid
Casing 27 has is referred to as rib 5 to the thin-walled 3 and plate 4 of 5d indenture with certain pattern.
Plane box has column piece, and grid casing 27 does not have.Plane box has flat wall, and grid casing 27 has
There is the thin-walled 3 with the vertical of certain pattern, horizontally or diagonally rib 5.Plane box is closed on top plate and bottom plate, and grid casing
27 closure and may open wide all right, it is assumed that for the peripheral sleeper beam 7,7a of the structural intergrity of grid casing 27,7b, 7c, 7d or
The rib of notch 8,9 or other is retained.Grid casing 27 with unlimited plate 12d is used for stairwell, ventilation shaft, elevator, pipe
Groove, porch or similar, and the plane box closed is without these features.Plane box and grid casing 27 are in form and outward appearance
On be different from.
Other research is in http:Carried out on //patentscope.wipo.int/search/en/search.jsf, according to
Being displayed without any result and the present invention has the similarity even slightly.
The grid board slot being for example described below is related to groove.
Http://patentscope.wipo.int/search/en/detail.jsfDocld=WO2005056936＆
Re cNum=l＆maxRec=l＆office=＆prevFilter=＆sortOption=＆queryStr ing=FP%3A%
28waffle+box+concrete%29＆tab=PCTDescription
International application no PCT/AU2004/001728, inventor Stephen Cordell, entitled " Slab Tank ".
The Building technology of grid casing 27 is consistent in its purpose, is resisted for providing lighter but equal firm, height
Typhoon, hurricane and earthquake, it is less expensive, and faster building method, to solve any national affordable housing, it is public and
Overstocked order in private school and other blindages or architectural engineering.
Grid casing 27 in its vertical wall have be used for window 12b, 12c and door 12,12a punch opening (Fig. 5,6,
30,31,32).One door opening 12a (is closed, but can opened afterwards) (Fig. 2,25) more or less status in casting cycle
At the intermediate span of longer upright side walls, it is specified for sideways room extended use (Figure 22,23,24).This expands
Open up minimum half (1/2) size (Figure 24) equivalent to grid casing 27, equivalent to one grid casing 27 (Figure 23) or suitable
In most two grid casings 27 (Figure 22), to allow occupant, user or buyer that there are more extensions to select.
Some grid casings 27 (Figure 27 f) have punches opening 12d for plate, for stairwell, ventilation shaft, elevator,
Tube seat, porch or similar.Opening can correspondingly redesign size, it is assumed that peripheral sleeper beam or notch or other ribs be retained with
Keep the structural intergrity of grid casing 27.
Other grid casing 27 is manufactured with limited wall or even without wall (Figure 27 e) on a front and rear side,
It is used for the option of bigger window and door to give designer.In addition to this design option, such grid casing 27 is most
It is suitable for large-scale production, because free and open end features have paved road for the dismounting quickly and readily of internal structure
Road.This also make it that grid casing 27 is lighter.
In some cases, the positioning of grid casing 27 can vertically be carried out with other grid casings 27, to keep covering
The structural intergrity of body or building in two lateral directions.Such hybrid position requires some spies of grid casing 27
Levy and be suitable for.
In addition, causing these grid casing 27 (without antetheca or rear wall) (figures because its antetheca and rear wall has been removed
27e, 27f) lack necessary lateral framework in the case of, structural engineer can in system integrated cast-in-place structural elements
Part, such as wall, beam etc., to complete blindage feasible in structure or building.
The grid casing 27 of the individual side Type II of the individual side type I in five (5) or six (6) is described in paragraph above
Characteristic feature.
The grid casing 27 of the individual sides of type I five (5) and the grid casing 27 of the individual side of Type II six (6) have different
Installation process.The two processes present invention requires protection.
A. type I grid casing 27 (5 sides, bottom plate open wide, package unit is vertical up and down)
Type I grid casing 27 has the individual side in five (5).Bottom plate keeps opening wide.This opening is designed to be installed to phase
The upper plate of same type I grid casing 27.They are vertically installed (Figure 20) up and down.
Type I grid casing 27 (Fig. 1,2,3,4,5,6,7) is when being located in time width in any portion of blindage or building
On degree and length in different but height identical (Figure 26).Type I grid casing 27 by from ground 26 or bottom with linear progressive
Mode is installed, until these casings reach highest platform (Figure 20,21)；Therefore, each casing row must have identical width,
Length and height.The user of the present invention can be selected with another width and length in a certain other parts of blindage or building
Degree but height identical type I grid casing 27, but must comply with straight from ground 26 or bottom installation identical grid casing 27
The general rule (Figure 20,21) of highest platform is reached to it.
In blindage or building the flexible of design is provided using the user that is practiced as of different type I grid casings 27
Property.It is suggested, however, that in any portion of building use identical grid casing 27, with save building model cost and from
Benefit in the operation of large-scale production.
A series of grates 2 being pre-designed or grid wall 1 (Figure 27 d) are necessarily mounted at these types I grid casing 27
Around, to complete the structure box system of blindage or building.The detail specifications of standard connector, such as dowel or pin 17 to 17b,
Bolt 18 welded plate 16 and welds angular plate 16a to 18b, be user result in therefrom to select.
B. (6 sides, package unit is level to Type II grid casing 27, is had between grid casing 27 extra
Space 24)
Type II grid casing 27 has the individual side in six (6).They all have phase in all parts of blindage or building
Same width, length and height (Figure 36,37).
Type II grid casing 27 is positioned horizontally, and consistent space (Figure 27 a) is spaced apart, so as to be formed between them
One exceptional space 24 or room or unit.The center of each thin-walled 3 of grid casing 27 and the level at the center of exceptional space 24
Apart from equal (Figure 36,37).As general rule, the center line of thin-walled 3 is from ground 26 (Figure 45) or bottom until highest platform
In line.Type II grid casing 27 has identical length, width and height (Figure 27 b).
In the aspect of adjacent next upper, the installation of Type II grid casing 27 must be from most left or most right volume
Top starts and is increasingly towards other end progress (Figure 27 a) external space 24 straight.Grid wall 1 and grid wallboard 29 are by optionally
An outer end (Figure 27 c) is incorporated into, to complete floor or the aspect of blindage or building.Type II grid casing 27 is horizontally mounted
Repeated in the aspect of adjacent next upper, until the structure box system of blindage or building is done
(Figure 27 a, 36,37).
Meaned using this process that is horizontally mounted for Type II grid casing 27 when installation " X " individual grid casing 27
When, result is generation " 2X " individual usable casing or space (Figure 36,37), while end grid wall 1 and combined type grid wallboard
29 (Figure 36) are introduced in a certain outer end, to complete the structure box system of blindage or building.As precast construction system, plus
The construction period of the upper this specific process being horizontally mounted, blindage or building is with using traditional approach (post, beam, plate, wall system)
The building of progress compares much shorter.
Assuming that user's selection design middle corridor type blindage or building (Figure 27 a) (the two grid casings face each other of the present invention
It is right, with public gallery), being horizontally mounted for that a line grid casing 27 facing to first row be alternate；Skeleton case
Body 27 is facing to exceptional space 24 or exceptional space 24 facing to grid casing 27 (Figure 27 a).The type of gallery 6 with extension
II grid casing 27 (Figure 27,27b) is best suited for this design.
Usage type II grid casing 27 saves the cost of building model and enjoyed and obtained from the operation of large-scale production
The benefit obtained.
Moreover, prior art mentioned earlier is used for gallery-type blindage or building, such as hair using similar installation process
Bright Fig. 1, one (1) row shown in 2,5,6 and 9.Same prior art is to understanding that the present invention is useful, and it is given way to root
More preferable or improved according to the purpose of the present invention is horizontally mounted process, for by it is a kind of lighter but it is equal it is firm, highly support
Anti-Typhoon, hurricane and earthquake and then it is less expensive and faster optional building system come solve any national economy fit
With the overstocked order in room, public and private school and other blindages or architectural engineering.
Philippine patents number 24939, in bulletin on December 26 nineteen ninety, entitled " Shelter Components and
Stocking Process for Multi-Storey Building”；Inventor：Cesar V.Canchela, Quezon City, greatly
Manila city, Philippine, claim is as follows：
Claim 5：" stacking process of blindage part according to claim 4, wherein, in two blindage parts
Shoulder segments above blindage part be installed include being oppositely disposed at the base portion office of one blindage part
The anchor bolt of multiple downward projections spaced apart, which is suitable for fiting snugly into, is arranged on the flat of described two blindage parts
The multiple embedded metal pipes spaced apart of correspondence above the wall of surface side.”
Claim 6：" stacking process of blindage part according to claim 4, wherein, in two blindage parts
Shoulder segments above a blindage part be installed also include being arranged on the opposite flat sidewall of one blindage part
On the embedded steel pole of the upright angled bending with the metallic plate fastened in a fixed manner be suitable for solderably
Corresponding angle metallic plate is fastened to, the corresponding angle metallic plate is fastened to the embedded blindage portion in a fixed manner
The generally V-shaped steel pole of interconnection on the shoulder segments of part ".
Claim 5 and 6 is supported all with Fig. 3 of the invention, 4,5,6 and 7.
While it seem that in terms of the installation process of both plane box (prior art) and grid casing 27 (present invention)
With similarity, both there is space, etc. between casing and the neighbouring casing of top, but deposited between the two technologies
Obviously distinguishing, be summarized as follows：
1. although installation process is looked like, the prior art is not all solved in the description and by accompanying drawing
Or explanation, in the upward installation process of casing, as the stair of blindage or the vital element of building, elevator, tube seat,
How ventilation shaft, garbage chute etc. are introduced into.Needed on plate or even wall for accommodate building or blindage these
The opening 12d of foundation characteristic.The present invention makes great efforts to provide unique solution of the needs.
The grid casing 27 of the individual side of Type II six (6) of the present invention is used for similar arrangement as prior art
Stair, elevator etc. punch opening (Figure 27 f), but need not introduce the wall or structure of any cast-in-place to provide blindage or build
Those the vital openings built.Stair can be prefabricated and in unlimited stairwell, without cast-in-place
Operation.For other such as elevators and so on, because have been provided for being pre-designed punches opening 12.
The present invention has included in installation or stacking process for the vital element as blindage or building
Stair, elevator, groove etc. punch opening 12d, prior art and the present invention specified features that to be two different.If that
If a little openings are manufactured at the scene, cast-in-place operation will influence the theory of large-scale production.
Although 2. prior art and the present invention are devoted to stacking or the installation process (figure of the invention by means of casing
27a, 36,37) solve the overstocked order in any national affordable housing or condominium and other architectural engineerings, but
It is, Fig. 3 such as being explained in the specification of the prior art and in the prior art to be shown in 4,5,6 and 7, this shows
There is technology to quote gallery-type blindage or building (single building).Designed as the middle corridor type of the feature of the present invention in residential project
By the use of public gallery or passageway as inhabitable unit, or by the use of public gallery or passageway as classroom in project for school, from
And maximize the use in place.
The present invention considers two kinds of gallery-type design building and middle corridor type design building.Except the peace of first row grid casing 27
Outside dress or stacking process, also there are another unique products for installing second row grid casing 27 and process (figure in the present invention
27a), this is specifically for middle corridor type blindage or architectural design.Grid casing 27 has the extension as both top plate and bottom plate 4
The gallery 6 (Figure 27 b, 36,37) in portion's (or wing teat).The extent of the protrusion of gallery 6 is the half of the width in passageway.Utilize first
The grid casing 27 (and together with gallery 6) installed is arranged, new grid casing 27 will be alternately fitted exceptional space 24
Before (Figure 27 a, 27b, 36), alignment first row and second row grid casing 27 both gallery 6 edge (Figure 27 a).
In the aspect of adjacent next upper, the structure generated will make the upper gallery 6 and second row of first row grid casing 27
The lower gallery 6 of grid casing 27 converges (Figure 27 a).This installation process is to the grid casing 27 and skeleton case before exceptional space 24
Exceptional space 24 before body 27 alternately repeats (Figure 27 a, 36).Because the upper and lower gallery 6 of grid casing 27 alternately converges,
So passageway is done (Figure 27 a).The width in passageway is the total length (Figure 27 a, 35,42) of the two gallerys 6 converged.
Similar to the preceding description to Type II grid casing 27, grid wall 3 and (Figure 27 c) quilt of combined type grid wallboard 29
An outer end is incorporated into, to complete the structure box system of blindage or building.
In above-mentioned difference #2, by using present invention design middle corridor type high density blindage or building, place is maximized,
This is improvements over the prior art.Cost is less expensive, because communal facility, such as the cost of passageway, stair or elevator is distributed
In face of unit between.
3. the present invention another specific characteristic be up and down vertically Setup Type I grid casing 27 (5 sides) (Figure 20,
21).This installation process of type I grid casing 27 and the stacking process of prior art are very different.
All grid casings 27 are cast and produced in batches in advance in manufacturing site location, at the scene without or in extreme circumstances
With very small amount of live constructions work.All grid casings 27 are identical (in addition to the plate openings 12 punched),
So the user of the present invention enjoys produces the benefit brought by large-scale production.
Another prior art, Philippine patents number 12302, in bulletin on January 16th, 1979, entitled " Pre-cast
Reinforced Concrete Frame for a Multi-story Building Construction System ", hair
Person of good sense Gregorio C.Concepcion, Quezon City, big Manila city, Philippine, claim is as follows：
" the concrete wall structure used in tier building building system, including anchor to one group of lower frame of ground foundation
Frame so that the mutual horizontal alignment ... of upper horizontal ribs of the underframe and be rigidly fixed to above one group of underframe simultaneously
And on one group that framework spaced apart is constituted framework, make the vertical rib vertical rib corresponding with underframe of the upper framework vertical
Align on ground ... "
Although above-mentioned prior art describes similar framework stacking process, with using the foregoing Philippine of plane box special
Profit #24939 is identical, but exist in the present invention unique product (grid casing 27) and installation process (except corridor building
Outside), these all make the present invention be different from the technology that mentioned prior art is more early contributed.
The installation process of blindage or building is designed based on above-mentioned middle corridor type, the invention provides a kind of entirely different installation
Theory.First, middle corridor type theory, next to that prior art without reference to the alternating of second row grid casing 27 install, the
Three be the vertically-mounted process of type I grid casing 27.
Further, for the Type II grid casing 27 with the individual side in six (6), grate 2 with bottom (Figure 38,
39,40) the grid wall 1 for forming " Z " notch 9 (Figure 38,39,44,45) converges.Then, the connector of these matchings, such as pod
14,14a, 14b, 14c, dowel or pin 17,17a, welded plate 16 weld angular plate 16a, and hole 15b, 15c, as outlined above
, by fixation (Figure 37,39,40), be in the milk (Figure 38,39), is soldered (Figure 40), is tightened (Figure 39), is painted or seals
21 (Figure 37) etc., to prevent misalignment and corrosion and ensure the structural intergrity (Figure 37) of blindage or building.
Using the present invention, it is designed to every layer of building or blindage (Figure 36,37) with identical room layout and (such as exists
It is medium in school in condominium in hotel in dormitory in skyscraper) build get up will be easier, more
It is quick and less expensive.
Type I grid casing 27 with the individual side in five (5) (without bottom plate) is installed (Figure 20,21) up and down, and is carried
The Type II grid casing 27 of the individual side in six (6) is alternately fitted in two other tops of grid casing 27 (Figure 36,37).Lattice
Sub- wall 1, combined type grid wallboard 29 and grate 2 are special grid-like monomeric unit (not being manufactured to casing), the lattice
Minor monomeric unit optionally will be integrated at outer end and platform (Figure 27 c, 36), until the blindage of grid casing 27 or build
The installation (Figure 37) built.
The gallery of the individual sides of type I five (5) is pre- cast panel 2 (Figure 26) or cast-in-place plate, is all whichsoever economical
Feasible.
Special attention will be given using the top platform (Figure 20,21) of the building of grid casing 27, with the future
Control leakage.Slope and sealant 21 (Figure 42) are necessary (Figure 37) for sealed roofdeck.
The design (Figure 17,45) of cast-in-place ground 26 by soil characteristic, building height and size, Seismic Zoning and its
Its design parameter is dominated.
In any type of grid casing 27, stairwell, ventilation shaft, elevator, (opening 12d is carried as needed for tube seat etc.
For) unlimited (Figure 27 f) is kept, while providing the annex or back log for their specific uses.Stair can be prefabricated mixed
Solidifying soil or steel.
In any case, these grid casings 27 around them, between, form additional space below and above, and
More costs need not be spent to be used to support (Figure 20,21,36,37) vertically.The present invention, the particularly individual side of Type II six (6)
Grid casing 27, form the free space (Figure 36,37) of almost double amount, without more extra operations and into
This, except some end spaces (being unable to the place of installation casing), in these local combined type grid wallboards 29 (" L " shape plate) and
Grid wall 1 will be mounted or construction (Figure 36).
In detached house, the grid casing 27 of the individual side of Type II six (6) is arranged, and is spaced apart from each other, some
Above align, and other optionally displacements (Figure 47,48,49,50,51,52,53,54,55,56) forward or backward, to set
Meter person plays creativeness, specific purposes such as balcony, stair, loft, lavatory and bathing in terms of aesthetics design and specific purposes
Between etc..Roof is option, but the user of the present invention can be used as platform by the use of concrete slab 2.Wall is specially-made.
The purpose of the present invention be simplify, reduce or eliminate redundancy that many construction activities carried out on the ground are brought,
Repetitive operation, consumption etc., including the carrying of material, instrument, equipment and workman's up and down motion etc. (are built especially for high level
For building), influence speed, efficiency, economy and the quality built.Therefore, grid casing 27, including its electricity, pipe fitting, cable, electricity
Words, internet, alarm, background music pipe etc., wiring and building and other polishings or can be in bottom ground level
Or the manufacturing site location outside scene is carried out, so as to use formula as blindage or pre-assembled, the pre-completed or plug-in type of building, and i.e.
Unit converts these grid casings 27.
The manufacture of structural formula grid casing 27, either segmentation or overall, be all handled upside down, lifting, accumulation and actual
The actual state in scene or off-site place is controlled.The large-scale production of grid casing 27 is carried out in controlled manufacturing site location.
Cast-in-place grid casing 27 in the case of extreme or special or can carry out at the construction field (site).
Jack machinism by metallic rod 13, cylinder 13a, all in Transducers Embedded in Concrete (Figure 18,19) with matching hook
Bolt 13b (Figure 18,19) or the pod 14b compositions in the case of forklift equipment positioned at bottom.It is their frequency, big
Small and grappling is all influenceed by structure design result.
Cover ring of the present invention around target the, different materials of the present invention, size and dimension, simple but firm connection
Notch 8,9, hole 15, dowel/pin 17, bolt 18, the angular plate 16a of steel or plate 16, grabhook 13, or cylinder 13a etc. (Figure 11,12,
14), as shown in the figures or present, target of the invention is simple, practicality, efficiency, economy, stabilization and intensity, including
Design, model, manufacture, lifting, carrying, placement and the fixation of casing, to form the complete " building system of grid casing 27 ".
More particularly, as prefabricated, pre-completed, plug-in type or the structural formula grid casing 27 of insulation, the present invention is most
Small repeated carrying, lifting, the transport for having changed material, instrument, manpower from ground to building (comes especially for skyscraper
Say), thus, in controlled job site at ground floor or manufacturing site location, reduce construction cost, improve work effect
Rate and maintain product quality.
Space between the trellised place of shape, rib 5 is formed, and it can be used for keeping heat-insulated and acoustic material, from
And the present invention is promoted to the concrete construction technology of insulation.
In addition to manufacturing claimed unique products and installation process of the invention, the present invention also aims to develop
A kind of simple, durable, workable, economic, efficient, functional, light, soon and simple building system,
For solving any national affordable housing, public and private school, office, hotel, dormitory, hotel, apartment etc.
Overstocked order, and the overstocked order in other small high-rises, on the middle and senior level or big skyscraper or blindage engineering.In the present invention
Design and actual implementation process in, grid casing 27 and this technology will be changed as some or some of entirety
To adapt to the epoch of current and future.
The further research and development of the design and this technology can be any types to maximize the material that its benefit is used
Concrete, steel, shaped steel, plastics, wood, laminate or combinations thereof, and future other applicable, less expensive and
Available construction material.
These being set forth above improve part and local content as the present invention.
For the actual cause of the field conditions in future, engineering size, budget limit etc., this technology can be changed into existing
The construction process of casting, but still use directly arrangement or to build grid casing 27 in an alternating fashion up and down
Identical process.
Present invention covering is following：
1. for living purposes, individual layer or two layers, stand alone type, many residence types cover building formula, fan-shaped residence type
(quadrant), row house, no elevator or many floor flats, Lian Dong houses, dormitory, apartment type house are economic and practical
Room or condominium, or various types of blindages.
2. be used for commercial use, such as office building, hotel, motel, hotel, call center, market, parking stall,
Or various types of blindages of similar applications.
3. be used for industrial use, such as School Buildings, learning center, day-care center, hospital, clinic, administrative center, or
Various types of blindages of similar applications.
4. be used for any kind of similar body structure arranged by vertical, level or oblique angle, such as bridge, pipeline, caisson,
Well, tunnel, shaft, or fall the similar structures in the general principle of large-scale production, economy, speed, intensity etc..
Brief description of the drawings
Following accompanying drawing will describe and illustrate the technology of grid casing 27.Although accompanying drawing is sequentially numbered, but is divided into two species
Type.Type I descriptions are about grid casing 27 (Fig. 1 to 26) the individual side in six (6) relevant with Type II description of the individual side in five (5)
Grid casing 27 (Figure 27 to 56).
The grid casing 27 of the individual sides of type I five (5) is for the house with different size rooms, blindage or building
It is preferable.The unlimited type I grid casing 27 in bottom side is installed to top and put down from ground or base plane above under type
Platform.Blindage or building can use various sizes of type I grid casing 27.However, in usage type I grid casings 27,
General rule is the grid casing using identical size, and is vertically pacified in linear progressive mode from ground or base plane
It is attached to top platform.Then, various sizes of type I grid casing 27 (but height must be identical) can be in same building
Used in other parts, but install necessary similar, i.e., be vertically mounted to from ground or base plane in linear progressive mode
The top platform of same blindage or building.Adjacent grate 2 is designed and is produced for being installed to type I skeleton cases
Peripheral space around body 27.
The grid casing 27 of the individual side of Type II six (6) uses identical lattice from ground or base plane to top platform
Sub- casing (width, length and highly identical), regardless of its position in blindage or building.Grid casing 27 is put by level
Put, between them with exceptional space 24.These exceptional spaces 24 or unit utilize the two adjacent grid casings 27
Wall 1 is formed.The distance between the center line of each thin-walled 3 of grid casing 27 and the center line of exceptional space 24 are equal, so as to work as
Another grid casing 27 is when being placed on above them (above exceptional space 24), and sleeper beam 7 can receive and install lattice below
Sub- casing 27.The process is repeated until blindage or building completion.Basic principle is, at any plane of blindage or building, institute
Have grid casing 27 thin-walled 3 institute's own centre line by from base plane or ground until top platform is vertical in line.
End grid wall 30, combined type grid wallboard 29 and grate 2 are placed in outer end or platform is sentenced and completes casing
System.Figure 36 illustrates these parts.
The grid casing 27 of the individual side of Type II six (6) has wall 1 in front and back, and wall 1, which is carried, is used for door 12 and window
Family 12b, 12c's or stair, elevator 12d etc. punches opening.The grid casing 27 of the individual side of Type II six (6) is for extensive raw
Produce, be preferable especially for heavy construction or building.The front and rear wall 1 of Type II grid casing 27 opened wide, and internal structure is torn open
Except faster.Due to 12,12b of front and rear opening cause wall 1 reduce by the position that rearranges grid casing 27 (architect's
Design) or in extreme circumstances by introducing cast-in-place wall or other structures element (knot at the strategic area of building blindage
The design of structure architect) it is resolved with keeping the structural intergrity of building.It is used for these cast-in-place knots on wall 1 or plate 2
Punching opening or closing for constitutive element part can be completed in the casting cycle of grid casing 27.Once casting at the scene, they are
Become the integral part of the structure.
In the presence of such situation, grid casing 27 has the opening punched on nearly all side of grid casing 27
12,12a, 12b, 12c, 12d with meet it is expected the need for (window, door, stair, shaft, observation area such as porch, or electricity of going sightseeing
Ladder etc.).These situations are allowed to, it is assumed that general rule is to include these critical levels and vertical rib of sleeper beam 7,8,9 and notch
It is excellent and if structural engineer has to look for space.
A. the grid casing 27 of the individual sides of type I five (5)；Fig. 1 to 26
Fig. 1 is the plan of the individual side grate 2 in five (5) with some essential characteristics.
Fig. 2 and 2a are the plans for showing bottom-open side and grid wall 1 and its part, such as wall 3, rib 5, and door and window is opened
Mouth 12.Rib 5 is trapezoidal shape, easily to remove internal structure.
Fig. 3 is to show rib 5, window opening 5b, the cross section of sleeper beam 7 and reverse notch 8.Also illustrated near sleeper beam 7
Vertically and horizontally target 22 of vertical or alignment building are helped in installation process.It also show below in installation process
Help the matching conduit 23 of lower and upper grid casing 27 of aliging.
Fig. 4 is to show grid wall 1 and plate 2, rib 5, window opening 12b, the sectional view of sleeper beam 7 and reverse notch 8.In pillow
The pod 14 for dowel is also show on beam 7.Show to be also hole 15b for dowel on following reverse notch 8.
Fig. 5 is to show grid wall 1 and plate 2, window and door opening 12, the sectional view of sleeper beam 7 and reverse notch 8.For
The pod 14 of sleeper beam and 15e's and it is also shown for for reverse notch for lifting 15d hole.
Fig. 6 is cross section, shows rib 5, window and door opening 12, sleeper beam 7, reverse notch 8 and vertical/horizontal target
22。
Fig. 7 is cross section, shows rib 5, grid wall 1, door opening 12, reverse notch 8 and the hole 15d for lifting.Also
Dotted line is shown, the hole 15 for dowel or pin is shown, vertically and horizontally target 22 and matching conduit 23.
Fig. 7 a are similar to Fig. 7 but with the feature of diagonal ribs 5.
Fig. 8 is to show grid wall 1 and plate 2, sleeper beam 7, door and window opening 12, for lifting and dowel or pin hole 15 it is vertical
To sectional view.The connection of wall and plate is also show in upper left quarter, the connection of sleeper beam 7 and grate 2 is also show on right side.
Fig. 9 is connection of the grid casing 27 to grid casing 27 and grate 2.On the casing of the individual sides of type I five (5)
It is lower to place.Align after grid casing 27, dowel or pin 17 are fixed and be in the milk.Then grate 2 is placed.It is individual in type I five (5)
In the grid casing 27 of side, these length and widths of grate 2 around grid casing 27 are different but highly identical.These lattice
Daughter board 2 is by separately fabricated and installation.
Figure 10 is the connection of grid casing 27 and landing slab 2.It also show sealant 21, hole 15 and is held dowel or pin 17
Nest 14.
Figure 11 is bolt connection 18a, and the connection of grid casing 27 is arrived as optional grid casing 27.Such company
Connect and be also used as interim connection, because bolt 18 can unclamp and remove.
Figure 12 is the connection of welded plate 16 and/or dowel or pin 17.Plate 16 is soldered plate 2 being fixed to sleeper beam 7.Pod
14, hole 15, dowel or pin 17 are the different types of connections that can alternately use, and grate 2 is fixed into pillow
Beam 7.
Figure 13 is the connection that grid casing 27 arrives the grate 2 of gallery 6.It also show pod 14, hole 15 and dowel or pin
17 connection.Sealant 21 is also shown for.
Figure 14 is the connection that grate 2 arrives grate 2.Connected when the individual grate 2 in two (2) converges using this.
Figure 15 is the connection of the antetheca of grid casing 27.Show welded plate and the connection of angular plate.Pod, hole, dowel or pin connect
Connecing to use.
Figure 16 is that end grid wall 30 is connected.When not needing adjacent panels using this connection.
Figure 17 is that plate (slab-on-fill) is tamped in cast-in-place and/or ground 26 arrives the connection of grid casing 27.
Figure 18 is the optional jack machinism for the threaded cylinder for using the matching screw 13a with buckle.
Figure 19 is another jack machinism for using the bar with matching hook and eyelet 13.
Figure 20 shows how the grid casing 27 of the individual sides of type I five (5) carries out what is placed and install up and down.It also show
Adjacent grate 2.Grid casing 27 is identical, but the width of grate 2 may be different with length.Sleeper beam with them
7 and the identical grid casing 27 of connector support these grates 2 around them.Such grid casing 27 for
Inhabitation with different room-sizeds is preferable with building or tier building.Here, general rule is flat from ground or base
Face uses one or more identical casings to the top platform of building so that they can carry out being installed or placed up and down.
Grate 2 around type I grid casing 27 is followed.
Figure 21 is that the grid casing 27 and grate 2 of the individual sides of type I five (5) complete cuing open of horizontally and vertically installing
View,
Figure 22 is architectural plan, and showing allows user to laterally expanding equal to two rooms or grid casing 27
Side door openings 12a.
Figure 23 is architectural plan, and showing allows user to laterally expanding equal to a room or grid casing 27
Side door openings 12a.
Figure 24 is architectural plan, and showing allows user to laterally expanding equal to half room or grid casing 27
Side door openings.
Figure 25 is the isometric view of the grid casing 27 of 5 sides of type I with window and door opening 12.
Figure 25 a are the isometric views of the type I grid casings with window and door opening 12.Such skeleton case
Body 27 is typically mounted on platform.Bottom plate 2 is unlimited to be used for stairwell, tube seat, elevator etc..
Figure 26 show the prefabricated grid casing 27 of 5 sides of type I and its grate 2 of surrounding gradually placement or
Install.
B. the grid casing of the individual side of Type II six (6), Figure 27 to 56
Figure 27 is the isometric of the grid casing 27 of 6 sides of Type II with wing teat 10 (front and rear wall, gallery)
Surveys view,
Figure 27 a are 6 sides of Type II with wing teat (front and rear wall, gallery) 10 for showing laddering installation
The isometric view of the grid casing 27 in face.
Figure 27 b be with wing teat (front and rear wall, gallery) 10 6 sides of Type II grid casing 27 etc.
Axle surveys view.The installation of each grid casing 27 on any same layer face is the exceptional space 24 that is spaced from each other.For
The installation of the second row grid casing 27 of middle corridor type design building is also shown for.New grid casing 27 will be placed under 2
The top of exceptional space 24 of the formation of grid casing 27 in face.
Figure 27 c be with wing teat (front and rear wall, gallery) 10 6 sides of Type II grid casing 27 etc.
Axle surveys view.It also show combined type grid wallboard 30, grate 2, and grid wall 1.This four (4) individual structural detail includes blindage
Or the structure box system of building.If necessary to it as stair, ventilation shaft, elevator etc., grate 2 is punched or kept spacious
Open.
Figure 27 d are grate 2, the isometric view of grid wall 1.
Figure 27 e are the isometric views of the grid casing 27 of 6 sides of Type II with gallery wing teat 10.
Figure 27 f are with gallery wing teat 10, with 6 sides of Type II for punching opening 12d for stairwell
Grid casing 27 isometric view.Opening 12d is punched for grate 2 can be with wider or spacious according to purposes 100%
Open, if peripheral frame, rib 5, sleeper beam 7, notch 8,9 remains untouched.
Figure 28 is the plan of the grid casing 27 of the individual side of Type II six (6), is shown including gallery 10a and some bases
The top grate 2 of eigen.
Figure 29 is the plan for showing bottom grate 2 and grid wall 1 and its part, such as wall 1, rib 5, door and window opening
12。
Figure 29 a are the bottom grate 2 and grid wall 1 and its part for the grid casing 27 for showing 6 sides of Type II
Plan, such as wall 1, rib 5, door and window opening 12 and gallery wing teat 10a.
Figure 29 B are the plans for showing the grid casing 27 for opening wide 6 sides of Type II for stairwell 12d.With
In the opening of plate 2 be transformable as needed, if horizontally and vertically rib 5 includes the sleeper beam 7 and notch 8 of surrounding, 9 it is untouched not
If dynamic.
Figure 30 is cross section, shows wing teat 10, rib 5, window opening 12, and sleeper beam 7.Also show place and
Vertically and horizontally target 22 of vertical or alignment building are helped in installation process.It also show below in placement and installation process
Help the matching conduit 23 of lower and upper grid casing 27 of aliging.
Figure 31 is sectional view, shows grid wall 1, wing teat 10 and plate 2, rib 5, window opening 12, sleeper beam 7 and " Z "
Notch 9.It also show pod 14 and the hole 15 for dowel or pin 17 and the hole 15d for prypole.
Figure 32 is sectional view, shows grid wall 1, wing teat 10 and plate 2, window and door opening 12, sleeper beam 7 and " Z "
Notch 9.Hole 15b and a repeated hole 15d for the pod of sleeper beam 15 and for " Z " notch are also shown for.
Figure 33 is cross section, shows wing teat 10, rib 5, window and door opening 12, sleeper beam 7 and " Z " notch 9.Vertically
It is also shown for horizontal target 22 and matching conduit 23.
Figure 34 is cross section, shows gallery 10a, rib 5, grid wall 1, door opening 12a, " Z " notch 9 and a repeated hole 15d.
The hole for dowel or pin 15 is also dotted line shows, vertically and horizontally target 22 and matching conduit 23.
Figure 35 is to show gallery 10a, grid wall 1 and plate 2, sleeper beam 7, door and window opening 12, rise repeated hole 15d and dowel or
The longitudinal sectional view of pin 17.It also show gallery rib 5.
Figure 36 shows placement or the installation process of the grid casing 27 of the individual side of Type II six (6).Grid casing 27
There is a kind of size.First, they are positioned horizontally, while having exceptional space 24 between grid casing 27.Grid casing
Grid wall 1 turns into the wall of exceptional space 24.Between the center line of each thin-walled 3 of grid casing 27 and the center line of exceptional space 24
Distance it is equal.In the aspect of adjacent next upper, the casing 27 of the individual side of Type II six (6) is placed in extra sky
Between 24 top." Z " notch 9 for the grid casing 27 being installed in the aspect of upper, which is located at, is already installed on following two
On the sleeper beam 7 of grid casing 27.After installation, grate 2 turns into the roof of exceptional space 24.This installation process is repeated, until
Blindage or building are completed.General rule be each thin-walled 3 from ground or base plane until top platform in line.Installed
Grid casing 27 number formation equal to their numbers twice of room or free space.
Show and be placed on to the end grid wall 30 for completing the system of grid casing 27 on outer end or platform in figure,
Combined type grid wallboard 29 and grate 2.
Ground 26 or plate are also designed to be installed to " Z " notch 9 of grid casing 27.
Figure 37 is to include end grid wall 30, the individual side of Type II six (6) of combined type grid wallboard 29 and grate 2
The cross section horizontally and vertically placed or installed completed of grid casing 27.
The number that the free space or unit formed by this technology is shown in figure is the grid casing for being manufactured and being installed
Twice of 27 number.This technology makes labor cost and construction-time save very big number, saves substantially half.
Figure 38 is the connection that grid casing 27 arrives grid casing 27.The grid casing 27 of the individual side in six (6) is placed on volume
The top of the external space 24, so as to have " Z " notch 9 on the sleeper beam 7 of the previously installed grid casing 27 being located below.In figure
Show pod 14, the connection of hole 15 and dowel or pin 17.
Figure 39 is bolt connection 18a, is the connection that optional grid casing 27 arrives grid casing 27.Such connection
Interim connection is also used as, because bolt can unclamp and remove.
Figure 40 shows welded plate and welds angular plate 16 and connects.
Figure 41 is shown and connected using the antetheca 3 of welded plate/anchor ingot and the angular plate/anchor ingot 16 of welding.
Figure 42 is the connection that grate 2 arrives grate 2.Connected when the individual grate 2 in two (2) converges using this, in this feelings
Under condition, the individual grate 2 in two (2) converges at gallery.
Figure 43 shows welded plate and welds angular plate 16 and connects, and shows the connection of grating platform plate 31 and sleeper beam 7.
Figure 44 shows welded plate and welds angular plate 16 and connects, and shows the connection of end grid wall 30 and sleeper beam 7.
Figure 45 shows cast-in-place plate and ground 26 and prefabricated grid casing 27.
Figure 46 is the optional jack machinism using bolt 13b.
Figure 47 is the ground floor plan of detached building, is shown with the exceptional space 24 being built in the aspect of ground
Alignment grid casing 27 and the grid casing 27 shifted forward in the second aspect.Garage, porch, living room, meal
The Room, kitchen, stairwell, or lavatory and bathroom are built in the aspect of ground.
Figure 48 is the first floor plan of detached building, shows the alignment with the exceptional space 24 positioned at ground aspect
Grid casing 27 and the grid casing 27 shifted forward positioned at the second aspect.Bedroom, stairwell, family activity area, balcony,
Lavatory and bathroom are built upon in the second aspect.
Figure 49 is the loft plan of detached building, shows pair with the exceptional space 24 being located in the aspect of ground
Neat grid casing 27 and the grid casing 27 shifted forward in the second aspect and with the room on third layer face
The loft on top.Loft is formed by using the upper plate 2 of grid casing 27.It is extra in the second aspect that roof is used for covering
Space 24 and the loft on third layer face.
Figure 50 is the sectional view for showing 3 grid casings 27 and additional the formed loft of 3 exceptional spaces 24.There is provided
General house institute space in need, such as living room, dining room, kitchen, garage, stair, lavatory and bathroom, balcony, family
Front yard recreation room etc..
Figure 51 is the ground floor plan of detached building, shows that (1 on the ground, 2 with 3 exceptional spaces 24
In the second aspect) 2 alignment grid casing 27.Garage, living room, dining room, kitchen, stairwell, or lavatory and bathing
Between formed in the aspect of ground.
Figure 52 is the first floor plan of detached building, shows the grid casing 27 of 2 alignment, with flat positioned at second floor
2 exceptional spaces 24 or bedroom on face.Roof is produced for covering this second floor plane.The arrangement of grid casing 27 is a variety of
Various, idea or the user of technology depending on architect.
Figure 53 is the cross section for showing 2 grid casings 27 and 3 exceptional spaces 24 formed.Roof covering also shows
Go out.
Figure 54 is the ground floor plan of detached building, shows single grid casing 27, ground floor is formed at 2
Exceptional space 24 and an exceptional space 24 being formed in the second aspect on face.Garage, living room, dining room, kitchen, stair
Well, or lavatory and bathroom formation are in the aspect of ground.
Figure 55 is the first floor plan of detached building, shows single grid casing 27, second is formed at one
Exceptional space 24 in aspect.Bedroom and stairwell are formed in the second aspect.
Figure 56 is to show single grid casing 27 and 3 exceptional spaces 24 (2 on the ground, and 1 in the second aspect
On) cross section.All primary elements in house are provided.
Figure 57 is grid casing Building technology code.
Claims (12)
1. a kind of grid casing building, including：
Grid casing, it has unlimited base section, with preceding vertical wall, rear vertical wall and side vertical wall, along each vertical wall
Multiple trapezoidal ribs are positioned apart from, wherein, the preceding vertical wall and rear vertical wall have the opening of punching for window, described
Side vertical wall is provided with the door that is used for being centrally located and punches opening；
Sleeper beam, it is limited by being integrally connected and being arranged on the protrusion columnar structure of the top edge office of the grid casing
Fixed, the sleeper beam is provided to receive and comfortable or be compactly installed similar skeleton case by its top or side is arranged at
Body；
Notch, it is arranged at the bottom internal part of the grid casing, when the grid casing is placed on described
It is used as leg or anchor portion when above another grid casing of sleeper beam complementary fit；
Multiple welded plates, they, which are spaced apart, sets and is partially embedded on the base section of the notch, when similar lattice
Sub- casing is kept together or is attached to other wall or other building with arrangement or side-by-side arrangement up and down
There is provided and be welded to connect during part；
Multiple angular welded plates, they, which are spaced apart, sets and is partially embedded into the top edge portion of sleeper beam, it is allowed to weld
The welded plate is connected in succession, and stronger holding is provided between the grid casing for being attached to one another and connecting；
Multiple horizontal holes, they are axially arranged in the vertical wall, it is allowed to insert any part, any part
It is bar, rope, cable and the chain transported for lifting；
Multiple pods, they are arranged on the base section of the grid casing, it is allowed to for easily transporting optional of purpose
Refitting is put；With
Multiple targets, they are limited by square, and cross spider is set and be marked at each corner of the grid casing,
As the guiding piece that weighed near peace；
Conduit is matched, it is disposed on the vertical mark on each core of the notch, when when target is used together,
As ensure just stacked on top grid casing correct vertically-aligned guiding piece.
2. grid casing building as claimed in claim 1, wherein, the grid casing is included with punching out for corridor
Mouthful antetheca and rear wall and be provided with multiple side vertical walls for punching opening for window.
3. grid casing building as claimed in claim 1, wherein, the grid casing includes right and left side vertical wall, multiple
Rib arranged at interval along the left and right vertical wall and be provided with suitable for front and rear connect and expand open front and
After-opening.
4. the grid casing building as described in foregoing any claim, wherein, the grid casing is provided with bottom parts.
5. grid casing building as claimed in claim 1, in addition to the plate with predetermined length and width, it has interior groove
Mouthful and with tapered end, the plate is set and on the top section of the grid casing, as roof or ground
Plate.
6. grid casing according to claim 5 building, wherein, the plate be provided be arranged on it is pre- on top section
Fixed opening, and with the length for extending past end sections thereafter.
7. grid casing building as claimed in claim 1, in addition to wing teat, the wing teat is with flanged
The extension panel of top section and base section, is provided with multiple welded plates, the welded plate be partly embedded in and
It is arranged in being spaced apart mode on the edge of flanged top section and base section, can be firm by welder
Ground is connected to the turning of the grid box-like body, to provide exceptional space and provide extension.
8. grid casing building as claimed in claim 1, in addition to wing teat arm member, it passes through with flanged top
The horizontal body of portion part is limited.
9. a kind of horizontal installation method of grid casing building, including step：
The ground for the suitable type that can support skyscraper is prepared to receive first layer grid casing；
By first layer grid casing or individually or by mutually side by side in the way of be fastened to ground；
The use of different attachment will not be that integral required structural member is placed into the first layer grid casing with grid casing,
Structural member needed for described is wall, plate, beam, the wall combined and plate and stair；
Using pin or dowel system, bolt connection or to be welded to connect and fasten and be described be not integral structural member with grid casing；
By repeating the process of first layer grid casing and required structural member, including all alignments and secure attachment operation, by the
Two layers and more upper layer grid casing to be mounted directly to above the first grid casing, until the building is formed completely；
By in the specified hole on the cable insertion grid casing of post-tensioning；And
All concrete junctions are sealed, make its waterproof sound insulation.
10. a kind of horizontal installation method of grid casing building, including step：
The ground for the suitable type that can support skyscraper is prepared to receive first layer grid casing；
By first layer grid casing or individually or by mutually side by side in the way of be fastened to ground, while between grid casing
With exceptional space, wherein, plate or with any component of grid casing one by vertical, levelling and be aligned；
Facing to first layer grid casing, the other end is increasingly towards since the leftmost side or rightmost side exceptional space with alternate side
Formula is installed and fastening second layer grid casing, including special end component, is fixed with completing floor, wherein in grid box body wall
Heart line by vertical vertical and from ground upwards until building top platform in line, wherein the special end component
It is wall, plate or combined wallboard；
The second layer and more top grid casing are installed by repeating first and second layers of following grid casing, until having built
Into；
By in the specified hole on the cable insertion grid casing of post-tensioning；With
All concrete junctions are sealed, make its waterproof sound insulation.
11. a kind of vertically-mounted method of grid casing building, including step：
The ground for the suitable type that can support skyscraper is prepared, to receive first layer grid casing；
By first layer grid casing or individually or by mutually side by side in the way of be fastened to ground；
The use of different attachment will not be that integral required structural member is placed into the first layer grid casing with grid casing,
Structural member needed for described is wall, plate, beam, the wall combined and plate and stair；
Using pin or dowel system, bolt connection or to be welded to connect and fasten and be described be not integral structural member with grid casing；
By repeating the process of first layer grid casing and required structural member, including all alignments and fastening accessory, by the second layer
It is to be mounted directly to more top grid casing above the first grid casing, until the building is formed completely；
By in the specified hole on the cable insertion grid casing of post-tensioning；With
All concrete junctions are sealed, make its waterproof sound insulation.
12. a kind of vertically-mounted method of grid casing building, including step：
The ground for the suitable type that can support skyscraper is prepared, to receive first layer grid casing；
By first layer grid casing or individually or by mutually side by side in the way of be fastened to ground, while between grid casing
With exceptional space, wherein, plate or with any component of grid casing one by vertical, levelling and be aligned；
Facing to first layer grid casing, the other end is increasingly towards since the leftmost side or rightmost side exceptional space with alternate side
Formula is installed and fastening second layer grid casing, including special end component, is fixed with completing floor, wherein, grid box body wall
Center line by vertical vertical and from ground upwards until building top platform in line, the special end component is
Wall, plate or combined wallboard；
The second layer and more top grid casing are installed by repeating first and second layers of following grid casing, until having built
Into；
By in the specified hole on the cable insertion grid casing of post-tensioning；With
All concrete junctions are sealed, make its waterproof sound insulation.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PH12012000216 | 2012-07-27 | ||
| PH12012000216 | 2012-07-27 | ||
| PCT/PH2013/000002 WO2014017931A1 (en) | 2012-07-27 | 2013-01-23 | Waffle box building technology |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104641048A CN104641048A (en) | 2015-05-20 |
| CN104641048B true CN104641048B (en) | 2017-11-07 |
Family
ID=47750785
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201380043055.4A Expired - Fee Related CN104641048B (en) | 2012-07-27 | 2013-01-23 | Waffle grid casing Building technology |
Country Status (7)
| Country | Link |
|---|---|
| CN (1) | CN104641048B (en) |
| AU (1) | AU2013293648A1 (en) |
| BR (1) | BR112015001824A2 (en) |
| HK (1) | HK1206085A1 (en) |
| IN (1) | IN2014MN02320A (en) |
| WO (1) | WO2014017931A1 (en) |
| ZA (1) | ZA201500503B (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| PT3282061T (en) * | 2016-08-08 | 2020-07-31 | Fundacion Tecnalia Res And Innovation | Construction module |
| CN108532768B (en) * | 2018-05-20 | 2024-03-08 | 王燏斌 | Construction device of assembled building, construction method thereof and box building |
| CN108532766A (en) * | 2018-05-20 | 2018-09-14 | 王燏斌 | A kind of assembled box building and its constructing device and construction method |
| CN110188456B (en) * | 2019-05-28 | 2020-10-16 | 中国科学院遥感与数字地球研究所 | Optimized calculation method for SDG index of earthquake casualty |
| US11692341B2 (en) * | 2020-07-22 | 2023-07-04 | Nano And Advanced Materials Institute Limited | Lightweight concrete modular integrated construction (MIC) system |
| CN112853916A (en) * | 2021-03-09 | 2021-05-28 | 甘肃畅陇公路养护技术研究院有限公司 | Assembled waffle bridge panel combined box girder structure and construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3495367A (en) * | 1965-12-21 | 1970-02-17 | Hideya Kobayashi | Precast lightweight reinforced concrete plank |
| BE775462A (en) * | 1970-11-17 | 1972-05-17 | Tsg Int Inc | IMPROVEMENTS IN THE CONSTRUCTION OF BUILDINGS |
| GB2056524A (en) * | 1979-06-14 | 1981-03-18 | Hanford Realty Pty Ltd | Building module |
| CN2092571U (en) * | 1991-06-10 | 1992-01-08 | 祝恩鸿 | Box type composite house |
| CN101215933A (en) * | 2008-01-15 | 2008-07-09 | 马春东 | Chamber type combined light residential building |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1246369A (en) * | 1969-01-28 | 1971-09-15 | Edgar Herbert Wood | Multi-storey building assembly formed with pre-fabricated modules |
| US3643390A (en) * | 1969-11-26 | 1972-02-22 | Shelley Systems Inc | Modular building structure |
| PH12302A (en) | 1978-12-28 | 1979-01-17 | G Concepcion | Pre-cast reinforced concrete frame for a multi-storey building construction system |
| PH24939A (en) | 1987-10-14 | 1990-12-26 | Cesar V Canchela | Shelter components and stacking process for multi-storey building |
-
2013
- 2013-01-23 AU AU2013293648A patent/AU2013293648A1/en not_active Abandoned
- 2013-01-23 CN CN201380043055.4A patent/CN104641048B/en not_active Expired - Fee Related
- 2013-01-23 BR BR112015001824A patent/BR112015001824A2/en not_active IP Right Cessation
- 2013-01-23 WO PCT/PH2013/000002 patent/WO2014017931A1/en active Application Filing
-
2014
- 2014-11-14 IN IN2320MUN2014 patent/IN2014MN02320A/en unknown
-
2015
- 2015-01-23 ZA ZA2015/00503A patent/ZA201500503B/en unknown
- 2015-07-13 HK HK15106651.0A patent/HK1206085A1/en not_active IP Right Cessation
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3495367A (en) * | 1965-12-21 | 1970-02-17 | Hideya Kobayashi | Precast lightweight reinforced concrete plank |
| BE775462A (en) * | 1970-11-17 | 1972-05-17 | Tsg Int Inc | IMPROVEMENTS IN THE CONSTRUCTION OF BUILDINGS |
| GB2056524A (en) * | 1979-06-14 | 1981-03-18 | Hanford Realty Pty Ltd | Building module |
| CN2092571U (en) * | 1991-06-10 | 1992-01-08 | 祝恩鸿 | Box type composite house |
| CN101215933A (en) * | 2008-01-15 | 2008-07-09 | 马春东 | Chamber type combined light residential building |
Also Published As
| Publication number | Publication date |
|---|---|
| HK1206085A1 (en) | 2015-12-31 |
| BR112015001824A2 (en) | 2017-07-04 |
| WO2014017931A1 (en) | 2014-01-30 |
| ZA201500503B (en) | 2016-01-27 |
| CN104641048A (en) | 2015-05-20 |
| IN2014MN02320A (en) | 2015-08-07 |
| AU2013293648A1 (en) | 2014-12-04 |
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