CN107542190A - Composite structure wall and its building method - Google Patents
Composite structure wall and its building method Download PDFInfo
- Publication number
- CN107542190A CN107542190A CN201710511556.0A CN201710511556A CN107542190A CN 107542190 A CN107542190 A CN 107542190A CN 201710511556 A CN201710511556 A CN 201710511556A CN 107542190 A CN107542190 A CN 107542190A
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- CN
- China
- Prior art keywords
- wallboard
- pair
- guiding piece
- prefabricated
- grout
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
- E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
-
- 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
-
- 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
- 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
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
- E04B1/046—Connections specially adapted therefor using reinforcement loops protruding from the elements
-
- 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
Abstract
The present invention relates to precoat wallboard and connection wallboard to construct the method for composite structure wall.Wallboard includes plate body and at least one guiding piece, and guiding piece protrudes from least one groove formed in plate body.Composite is so formed：Neighbouring second wallboard arranges the first wallboard, wherein, at least one guiding pieces of the first and second wallboards is overlapping to form passage；Connecting rod is inserted in passage；Grout is assigned in the gap between the first and second wallboards；And solidify grout to connect the first and second wallboards to form composite structure wall.Wallboard can be a part for prefabricated constructing module.
Description
Technical field
The present invention relates to composite structure wall, the method for constructing composite structure wall, prefabricated constructing module and building by its construction
Building structure, prefabricated constructing module are for example prefabricated preprocessing volume configurations (PPVC).
Background technology
The architectural construction of shear wall with cast-in-site is known, and extensively using in the industry.Because it is existing
Process is poured, so the formwork (formwork) and framework of shear wall must be made before being poured into a mould with concrete
(reinforcement) it is upright.The solidification of concrete at the scene is time-consuming, and depending on environmental condition (such as weather and temperature
Degree).After curing concrete, further it is necessary to remove formwork.Although cast-in-place method, which generally provides, can bear high load
Lotus and the integral concrete wall for being applied to the building of most of (if not all) types, but this method is the time
With labour intensive construction activity.
In order to improve productivity ratio, pre-cast concrete wall and prefabricated constructing module are developed and have been used in building industry
In.Dry wall and module produce in the factory, and are transported to construction site as needed.This allows to better control over, and subtracts
Lack concrete in the solidification process of construction site caused by environmental factor (such as weather and temperature) to change.However, by two
The existing method that individual parallel pre-cast concrete wall connects can cause to serve as independent wall rather than single or integral wall compound
Wall.Similarly, connecting the pre-cast concrete wall of parallel prefabricated constructing module can cause to serve as independent wall rather than single or whole
The composite of body wall.
Therefore, in order to obtain the identical vertical bearing capacity that the integral wall constructed by existing cast-in-place method provides, composite
(combined width of independent wall is connected by existing cast-in-place method to form composite) can be thicker than integral wall.Or in order to protect
Demonstrate,prove composite width (combined width of i.e. independent wall) be not more than by cast-in-place method construction integral wall, composite it is vertical
The bearing capacity limit and the limit height of building structure can be reduced.Design and construction of the either method to building propose about
Beam, and prevent owner from maximizing the value of institute's construction building.
The content of the invention
In the first aspect of the present invention, there is provided a kind of method for constructing composite structure wall, this method include：It is adjacent
First pair of wallboard is arranged on ground, wherein, each wallboard of first pair of wallboard includes the first plate body and is attached at least one of its
First guiding piece, the first guiding piece protrude from the first groove formed in the first plate body, wherein, it is adjacently positioned first pair of wall
First guiding piece of plate including overlapping first pair of wallboard is to form first passage；Head rod is inserted in first passage；Will
First grout is distributed into the first gap between first pair of wallboard, wherein, the first grout is distributed into the first gap
Include distributing the first grout into first passage；And solidify the first grout to connect first pair of wallboard.
In the embodiment of the first aspect of the present invention, this method further comprises：The vertical stacking on first pair of wallboard
Second pair of wallboard being adjacently positioned, wherein, each wallboard of second pair of wallboard includes the second plate body and is attached to it at least
One the second guiding piece, the second guiding piece protrude from the second groove formed in the second plate body, wherein, in first pair of wallboard
Upper vertical stacking second includes the second guiding piece of overlapping second pair of wallboard to the wallboard that is adjacently positioned to form second channel；
Vertical fix bar, which is inserted in the first and second passages, causes vertical fix bar to have respectively at least partially insertion first and the
Opposed end in two passages；Second grout is assigned in the second gap between second pair of wallboard, wherein, by second
Grout, which is assigned to the second gap, to be included the second grout being assigned in second channel；And solidification the second grout with
Connect second pair of wallboard.
In the embodiment of the first aspect of the present invention, this method further comprises leading to the second connecting rod insertion second
In road.
In the embodiment of the first aspect of the present invention, vertical fix bar and the first and/or second connecting rod one.
In the embodiment of the first aspect of the present invention, the first grout of distribution is perpendicular including the first grout is assigned to
Height below the straight place to be inserted of fix bar.
In the embodiment of the first aspect of the present invention, each wallboard of first and second pairs of wallboards is prefabricated by what is separated
Constructing module provides, and being disposed adjacent to first pair of wallboard includes being disposed adjacent to first pair of prefabricated constructing module, in first pair of wall
Vertical stacking second is included on first pair of prefabricated constructing module vertical stacking second to adjacent to the wallboard being adjacently positioned on plate
The prefabricated constructing module of arrangement.
In the embodiment of the first aspect of the present invention, each wallboard of first and second pairs of wallboards includes being attached to water
The bottom of mud plate, this method further comprise：Multiple support bars are inserted into first pair, and to manufacture constructing module and second pair pre-
Between the cement plate of constructing module processed, to provide the third space intersected with the first and second passages, wherein, by the second thin mud
Slurry, which is assigned to the second gap, to be included the second grout being assigned in third space, wherein, solidify the second grout to connect
Second pair of wallboard includes the second grout of solidification so that second pair of prefabricated constructing module is connected into first pair of prefabricated constructing module.
In the embodiment of the first aspect of the present invention, each cement plate of second pair of prefabricated constructing module includes attachment
To each corresponding cement plate and from least one cement plate guiding piece of each corresponding cement plate protrusion, wherein, overlapping second pair
Second guiding piece of wallboard is to form the cement plate guiding piece of second channel including overlapping second pair of prefabricated constructing module to provide
Second channel.
In the embodiment of the first aspect of the present invention, at least one first guiding piece includes being attached to embedded each wall
The line of reinforcement structure in plate.
In the second aspect of the present invention, there is provided a kind of wallboard in prefabricated constructing module, the wallboard include：Plate
Body；And at least one guiding piece, plate body is attached to, and protruded from the groove formed in plate body, wherein, guiding piece is suitable to
The adjacent guiding piece of wallboard with being adjacently positioned is overlapping, with provide be used for receive through connecting rod passage, wherein, wallboard
Suitable for being connected to the wallboard being adjacently positioned by the gap (including passage) being in the milk between wallboard and the wallboard that is adjacently positioned.
In the embodiment of the second aspect of the present invention, wallboard also includes the reinforcement structure in embedded plate body, wherein, draw
Guiding element is attached to reinforcement structure.
In the embodiment of the second aspect of the present invention, reinforcement structure is from (each by multiple rod irons, multiple bellowss
Suitable for the rod iron for the wallboard for receiving vertical stacking), rod iron net, steel wire and multiple rod irons (be each attached to joint connector,
The rod iron that joint connector is suitable to receive the wallboard of vertical stacking) any for selecting in the group that forms.
In the embodiment of the second aspect of the present invention, the surface (including groove formed therein) of plate body becomes thick
It is rough.
In the third aspect of the present invention, there is provided a kind of prefabricated constructing module, including：According to a second aspect of the present invention
At least one wallboard；And it is attached to the cement plate of the bottom of wallboard.
In the embodiment of the third aspect of invention, cement plate includes being attached to it and guided from the cement plate of its protrusion
Part, wherein, cement plate guiding piece suitably forms passage.
In the fourth aspect of the present invention, there is provided a kind of building structure, including：At least one first composite structure wall,
Including：First pair of wallboard disposed adjacent one another, wherein, each wallboard of first pair of wallboard includes the first plate body and at least
One the first guiding piece, it is attached to the first plate body and protruded from the first groove formed in the first plate body, wherein, first
It is overlapping to the first guiding piece of wallboard to provide first passage；Head rod, it is arranged in first passage；And first is thin
Mud, it is arranged in the first gap including first passage between first pair of wallboard, wherein, the first grout connection first
To wallboard.
In the embodiment of the fourth aspect of the present invention, building structure also includes：At least one second composite structure wall,
It is stacked vertically on the first composite structure wall, and including：Second pair of wallboard disposed adjacent one another, wherein, second pair of wallboard
Each wallboard include the second wall body and at least one second guiding piece, the second guiding piece is attached to the second wall body, and from formation
Second groove in the second wallboard protrudes, wherein, the second guiding piece of second pair of wallboard is overlapping to provide second channel；The
Two connecting rods, are arranged in second channel；Vertical fix bar, have and respectively at least partially insert in the first and second passages
Opposed end；Second grout, it is arranged in the second gap including second channel between second pair of wallboard, wherein, the
Two grouts connect second pair of wallboard.
In the embodiment of the fourth aspect of the present invention, each wallboard of first and second pairs of wallboards is prefabricated by what is separated
Constructing module provides.
In the embodiment of the fourth aspect of the present invention, each wallboard of first and second pairs of wallboards includes being attached to day
The top ends of card and the bottom for being attached to cement plate, building structure also include：Multiple support bars, be placed in first pair it is prefabricated
Between the cement plate of the ceiling of constructing module and second pair of prefabricated constructing module, to provide third space, wherein, second is thin
Mud is further placed in third space, and second pair of prefabricated constructing module is connected into first pair of prefabricated constructing module.
In the embodiment of the fourth aspect of the present invention, each cement plate of second pair of prefabricated constructing module includes attachment
To each corresponding cement plate and from least one cement plate guiding piece of each corresponding cement plate protrusion, wherein, second pair is prefabricated
The cement plate guiding piece of constructing module is overlapping to provide second channel.
In the embodiment of the fourth aspect of the present invention, vertical fix bar and the first and/or second connecting rod one.
In the embodiment of the fourth aspect of the present invention, building structure also includes every in embedded first and second wallboards
Individual reinforcement structure, wherein, the first and second guiding pieces are attached to corresponding reinforcement structure.
In the embodiment of the fourth aspect of the present invention, reinforcement structure is from (each by multiple rod irons, multiple bellowss
Suitable for the rod iron for the wallboard for receiving vertical stacking), rod iron net, steel wire and multiple rod irons (be each attached to joint connector,
The rod iron that joint connector is suitable to receive the wallboard of vertical stacking) any for selecting in the group that forms.
Single or integral wall is served as from the composite structure wall of independent wallboard connection, and retains existing cast-in-place and method for prefabricating
Both the advantages of.Composite structure wall provides the benefit for wallboard of precoating, including to the controllable cured of wallboard and construction composite junction
Structure wall and/or the time horizontally and vertically connected needed for adjacent block are reduced.The size of composite structure wall is less than by existing
The integral wall that cast-in-place method is formed, but the composite of the present invention can provide the integral wall with being made up of existing cast-in-place method
Similar vertical bearing capacity.
Brief description of the drawings
Each embodiment is described with further reference to accompanying drawing：
Figure 1A shows the perspective view with the construction site of prefabricated constructing module；
Figure 1B shows the perspective view of the multi-story structure from prefabricated constructing module construction；
Fig. 2 shows prefabricated constructing module；
Fig. 3 A-3D show the method for constructing composite structure wall；
Fig. 4 A show the top cross-sectional view of the adjacent wallboard in Fig. 3 C；
Fig. 4 B are Fig. 4 A partial close-up views；
Fig. 5 A-5C are shown with the perspective view of two pairs of wallboards of different configuration order vertical stacking；
Fig. 6 shows the top cross-sectional view of the composite structure wall with two bars in each channel；
Fig. 7 A show the perspective view with the composite structure wall for the opening of door, cement plate and girder construction；
Fig. 7 B show the expanded view of Fig. 7 A bottom；
Fig. 8 is shown between two pairs of wallboards in the sectional view at the abutment at four wallboards, such as vertical stacking arrangement
Bed joint；
Fig. 9 shows to have the perspective view of the composite structure wall of the example of the reinforcement structure in wallboard；
Figure 10 shows the top cross-sectional view of Fig. 9 composite structure wall；
Figure 11 is shown with the composite structure wall for being suitable to receiving rod iron into the bellows into the insertion in composite structure wall
Perspective view；
Figure 12 A show the top cross-sectional view of the composite structure wall in Figure 11；
Figure 12 B show Figure 12 A partial close-up view；
Figure 13 shows the perspective with the composite structure wall for being suitable to the joint connector for receiving and connecting to hard straight rod iron
Figure；
Figure 14 shows to be suitable for use as the example of the wirerope of guiding piece.
Embodiment
In the following description, many specific details are illustrated to provide to the comprehensive of each illustrative embodiment of the present invention
Understand.However, this area skill personnel should be understood that embodiments of the invention can be in some in these no specific details
Or it is all in the case of implement.It should be understood that terms used herein is not intended to limit only for describing the purpose of specific embodiment
The scope of the present invention processed.In the accompanying drawings, in some views, identical reference number represents same or similar function or spy
Sign.
The embodiment described under the background of one of method or apparatus is similarly effective for other method or apparatus.Class
As, the embodiment described under method background is similarly effective for device, and vice versa.
The feature described under an embodiment background can accordingly be applied to the same or like spy in other embodiments
Sign.The feature described under the background of an embodiment can accordingly be applied to other embodiments, not have in those embodiments
It is expressly recited also such.Moreover, addition under the background of an embodiment for feature description and/or combination and/or replacing
In generation, can accordingly be applied to the same or like feature in other embodiments.
As used herein, the article used on feature or element "one" and its variant are included to feature or element
One or more of reference.
As it is used herein, term "and/or" includes any and institute of one or more of the related project listed
There is combination.
As it is used herein, term " first ", " second " and " the 3rd " etc. is used only as label, be not intended to they
Target applies numerical requirements.
As it is used herein, term represents the reciprocal relationship between two or more targets " each other ", depending on institute
It is related to the quantity of target.
The embodiment provides the wallboard 100,200 for being adjacently positioned two (a pair) connection or link up
To form the mechanism of composite structure wall 55.In one embodiment, wallboard 100,200 is each connected with an interval or each other
The guiding piece 105,205 (such as wire loop or steel wire rope or J clamping rings, as shown in figure 14) separated.Each guiding piece 105,
In the 205 embedded wallboard 100,200 of a part, and another part protrudes from composition surface.Groove 110,210 is formed or set
In the composition surface of wallboard 100,200, to accommodate guiding piece 105,205.Two connection wallboards 100,200 are obtained each other by band
Close to (leaving gap 30 between wallboard 100,200) so that the arrangement of guiding piece 105,205 of wallboard 100,200 or it is overlapping with
Form passage 25.The passage that connecting rod 40 (such as rod iron) insertion is formed by the guiding piece 105,205 of connection wallboard 100,200
In 25.Filled followed by concrete or grout and be cured to form composite construction in gap 30 between wallboard 100,200
Wall 55.Grout should have high intensity, and be non-shrinkage type.High intensity grout is the fluid form of concrete, one
As be made up of cement, water, Gradually varied fill thing and chemical addition agent.Two wallboards 100,200 are by coupling guiding piece 105,205
Connecting rod 40 keep in place, while distribute and solidification grout.This make it is easier to more rapidly with more efficient way structure
Make composite 55.
Various embodiments of the present invention provide a kind of creative connection system, and it is utilized by using guiding piece 105,205
Concrete filled or grout 50 connect or coupled two wallboards being adjacently positioned 100,200 to form composite construction wall system,
Rather than cast-in-place concrete shear wall is formed in a usual manner.This allows wallboard 100,200 to be connected in horizontally and vertically direction.
Wallboard 100,200 can be a part for the prefabricated constructing module 5 of separation, and it is multiple prefabricated to connect to provide interface unit
Constructing module 5 is to form a structure.The structure of the construction should have different compartments or the single or multiple lift of module building
Thing.Each prefabricated constructing module 5 can be single inhabitable unit, such as room, or can be single inhabitable unit
A part.
Figure 1A shows the elevated perspective view of construction site, and in construction site, building structure is by multiple prefabricated constructing modules 5
Form, its example is as shown in Figure 2.Figure 1B shows the sandwich construction that can be made up of the multiple-level stack of prefabricated constructing module 5.
At least one wallboard 100 of each prefabricated constructing module 5 is in the milk by scene in the transition joint between wallboard 100,200
And another wallboard 200 for the prefabricated constructing module 5 being adjacently positioned is connected to, to form composite structure wall 55.
Briefly, in the case where not being bound by theory, composite structure wall 55 is designed to standard No. SS EN 1992-
1-1:2008th, " Eurocode 2 is inscribeed one's name:Design of concrete structures,Part 1-1General rules
And rules for buildings " (as being incorporated herein by reference) are built.
In intermediate altitude, the torque of composite 55 is designed to as follows：
Torque, due to imperfectionOr 20mm, whichever has greater value, wherein,l0=
Effective length (vertical length of wall) adds the very thin torque for very thin wall, if necessary.
In the case where not departing from method disclosed herein and wallboard 100,200, composite structure wall 55 can also be with other
Concerned countries index formation.
In the embodiment of two vertical stackings of composite 55, bed joint formed upper and lower part composite 55 it
Between.At bed joint, hypothesis eccentric throw or imperfection design of the composite 55 for 20mm.Key or pitman are along compound
The center line of wall 55 is placed, and is designed to take torque due to the eccentric throw.
Each composite 55 can be the shear wall of building structure.Each composite 55 is designed as an element, to consider
In z directions (NEd) in the axial direction that applies or vertical force, the bending moment (M that applies in the x directionEd,xx) and y directions on apply
Bending moment (MEd,yy) value, as shown in Fig. 3 A- 3D.Shown x, y and z direction is vertically to represent three-dimensional axis.
In figure 3 a, wallboard 100 is shown.Wallboard 100 includes plate body 101, and plate body has at least one groove 110 (in plate
On the surface of body 101) and from least one groove 110 protrude at least one guiding piece 105.Wallboard 100 in Fig. 3 A is aobvious
It is shown as that there are two grooves 110, each groove has three guiding pieces 105, it will be understood that other numbers in embodiments
The groove 110 and/or guiding piece 105 of amount are possible.The position sum amount of groove 110 and guiding piece 105 depends on composite junction
The required bearing capacity and size of structure wall 55.
In one example, wallboard 100 has two grooves 110, wherein, two guiding pieces 105 protrude from each groove.
Guiding piece 105 can be arranged close to the end (i.e. the top and bottom of plate body) of each groove 110, or be arranged in other conjunctions
Put right position.In another example, can be close to plate body except with two guiding pieces in each trench, the 3rd guiding piece 105
Pars intermedia set.In composite structure wall there can be another example of reduced size and bearing capacity, single groove 110 and draw
Guiding element 105 can meet.
In embodiments, wallboard 100,200 can be pre-cast concrete wall, i.e., wallboard 100,200 is in construction building knot
Place manufacture outside the actual location of structure (such as multi-story structure).
In figure 3b, a pair of wallboards 100,200 are illustrated, and wallboard 100 and another wallboard 200 including Fig. 3 A.Wallboard
200 are included with the plate body 201 for forming at least one groove 210 on the surface of plate body 201 and from least one groove
The 210 at least one guiding pieces 205 protruded.Wallboard 100,200 can have similar or complementary structure and feature.When a pair of wallboards
100th, 200 when being adjacently positioned as shown in Figure 3 B, and the guiding piece 105,205 of wallboard 100,200 is overlapping to form passage 25, passage
One or more connecting rods 40 are allowed to be subsequently inserted into (see Fig. 4 A and 4B and 6).
It is arranged in guiding piece 105,205 in mutually level embodiment, when wallboard 100,200 is adjacent as shown in Figure 3 B
During arrangement, guiding piece 105,205 can have flexibility to allow bending to form passage 25.
It is arranged in guiding piece 105,205 in the embodiment of different height, when wallboard 100,200 is adjacent as shown in Figure 3 B
During arrangement, guiding piece 105,205 can be arranged with overlying contact.Or between overlapping guiding piece 105,205 has vertically therebetween
Gap.
In embodiment, guiding piece 105,205 is made up of flexible high-intensity steel wire.Guiding piece 105,205 is attached to wallboard
100th, 200, a part of (such as circle, semicircle, arc, annular) protrudes from wallboard 100,200.The half of guiding piece 105,205
Circular portion suitably forms passage 25, and receives head rod 40 and vertical fix bar 45.Guiding piece 105,205 can be in wallboard
Wallboard 100,200 is attached to during manufacture.As an example, guiding piece 105,205 ring can be made by using steel wire to be formed,
In the embedded wallboard 100,200 of a part of ring, remainder protrudes from the surface of wallboard 100,200, as illustrated in figures 4 a and 4b.
The both ends of steel wire can form ring by connector or clip connection.Or both ends are held together or are placed adjacent to, such as
Shown in Figure 14 J connection rings, to be embedded in wallboard, the annular section or circular portion of steel wire or oval part protrude from wallboard
To form passage 25.Steel wire can have at least 2.5% tensile strength of the vertical load of induction equal to wallboard 100,200.
The tensile strength of wallboard 100,200 depends, at least partially, on the quantity of guiding piece 105, can correspondingly change.
Construction composite structure wall 55 and/or the method for building structure are shown in Fig. 3 A-3D, and are described below.
This method includes providing wallboard 100 (Fig. 3 A), is disposed adjacent to first pair of wallboard 100,200 (Fig. 3 B), between first
Gap 30 is between first pair of wallboard.(or first draw the guiding piece 105,205 of the step including overlapping first pair of wallboard 100,200
Guiding element) to form first passage 25.First gap 30 includes being provided by groove 110,210 (or first groove) to each other
Space and first passage 25, as Fig. 4 A and 4B are most apparent from.First gap 30 also includes being formed in wallboard 100,200
Towards non-groove surface between the space that is formed.
This method also include by head rod 40 insert in each first passage 25 (Fig. 3 C) be connected to wallboard 100,
200.Head rod 40 should have sufficient intensity with through the guiding piece 105,205 of wallboard 100,200.In embodiment,
The length of head rod 40 be about or at least at least one groove 110,210 whole longitudinal length.
This method also includes the first grout being assigned in the first gap 30 (Fig. 3 D), while head rod 40
Connect wallboard 100,200.
This method also includes solidifying and/or hardening the first grout to form sealant 50 to connect the He of the first wallboard 100
Second wallboard 200, so as to form composite structure wall 55 (Fig. 3 D).Thus the composite structure wall 55 formed shows as overall structure
Wall, and compared with the similarly sized composite with being formed using traditional cast-in-place method by two pre-cast concrete walls, have and increase
The bearing capacity added.
Fig. 4 A show the top cross-sectional view of first pair of wallboard 100,200 corresponding to Fig. 3 C, and Fig. 4 B show Fig. 4 A
Close-up view, especially groove 110,210 and first passage 25, head rod 40 be inserted.According to the above-mentioned of the present invention
Method produces the horizontal connection between adjacent wallboard 100,200 to form composite structure wall 55.Divide when wallboard 100,200 is formed
From prefabricated constructing module 5 a part when, horizontally adjacent prefabricated constructing module 5 is fixed or connected to tolerable injury level of the present invention.
The present invention also allows vertical fixed or connection vertical adjacent composite structure wall 55 or prefabricated constructing module 5.Accordingly
Ground, the above method (as shown in Fig. 3 A-3D) for constructing composite structure wall 55 and/or building structure can be as described below and such as Fig. 5 A
It is shown suitably to change.
From the above method continuation with reference to figure 3A to 3C, this method also includes the vertical stacking second on first pair of wallboard
To the wallboard being adjacently positioned (see Fig. 5 A).The step includes the guiding piece (or second guiding piece) of overlapping second pair of wallboard with shape
Into second channel.At least in certain embodiments, second pair of wallboard can have with first pair of wallboard similar or same configuration, because
This, the details of wallboard 100,200 can be correspondingly applied to second pair of wallboard.
This method also includes vertical fix bar 45 is inserted through into second channel and is partially inserted into first passage 25
In so that the lower end of vertical fix bar 45 is at least partially inserted into first passage, and a part of overlapping with head rod 40
(see Fig. 5 A).Lap is known as the lap of splice, and allow vertical load head rod 40 and vertical fix bar 45 it
Between transmit.The groove and passage of first and second pairs of wallboards 100,200 preferably should be aligned in a generally rectilinear manner, with
In max architecture intensity.Fig. 5 A show to arrange vertical fix bar 45 in the second channel, at the same second pair of wallboard with it is vertical
Fix bar 45 is stacked on first pair of wallboard together.Or after second pair of wallboard is stacked on first pair of wallboard, vertically
Fix bar 45 may be inserted into second and first passage.
This method also includes the second grout being assigned in the second gap between second pair of wallboard, wherein, by second
Grout, which is assigned to the second gap, to be included the second grout being assigned in second channel.
The above method described referring to Fig. 5 A can be modified, be described to that may change, but be not restricted to that
Herein below.
In one embodiment, after second pair of wallboard is stacked on first pair of wallboard, and in vertical fix bar
After 45 through second channel and partially into first passage 25, but it is assigned to by the second grout in the second gap
Before, this method also includes inserting the second connecting rod 47 in second channel.Second connecting rod 47 can have sufficient intensity to wear
Cross the second guiding piece of second pair of wallboard.In embodiment, the length of the second connecting rod 47 substantially or at least second channel
Whole longitudinal length.
In one embodiment, before distributing and solidifying the first grout and also second pair is being adjacently positioned
Before wallboard is stacked vertically on first pair of wallboard, vertical fix bar 45 is inserted in first passage 25.The one of the embodiment
In individual example (see Fig. 5 B), the second connecting rod 47 can be presented in the second channel of second pair of wallboard, while second pair of wallboard
It is stacked on together with the second connecting rod 47 on first pair of wallboard.In another example (see Fig. 5 C) of the embodiment, the second connection
Bar 47 can be not present in the second channel of second pair of wallboard, while second pair of wallboard is stacked on first pair of wallboard.It
Afterwards, the second connecting rod 47 may be inserted into second channel.
In one embodiment, after the first grout is distributed but before the first grout is fully cured, vertically
Fix bar 45 may be inserted into first passage 25.And in another embodiment, the first grout is assigned to vertical fix bar 45
Height under the position to be inserted, such as under the lap of splice.In other words, the only non-overlapped part of head rod 40
Or non-overlapping length thereof is in the milk, the lap (i.e. the lap of splice) of head rod 40 and relative to first passage
25 and first gap 30 corresponding part for progress time keep be not in the milk.This this have the advantage that, the of distribution
One grout is allowed to cure, without quickly or immediately stacking second pair of wallboard before the first grout is fully cured
And vertical fix bar 45 is inserted in first passage 25.Suitably, after the solidification of the first grout, second pair is adjacently positioned
Wallboard be stacked on first pair of wallboard, vertical fix bar 45 is inserted in second channel, and it is logical that the second grout is assigned to first
Road 25 and the part do not filled by the first grout in gap 30, are also assigned in second channel.It should be appreciated that second channel
It can be partially filled with by the second grout, such as be assigned to the height under subsequent overlap length to accommodate the 3rd or subsequent
Wallboard pair and its vertical fix bar.
In one embodiment, vertical fix bar 45 can serve additionally as the one 40 and/or second connecting rod 47.One
In individual example, vertical fix bar 45 and the one of head rod 40 or the part for being formed as head rod.Show another
In example, the vertical one of 40 and second connecting rod of fix bar 47 or the part for being formed as the second connecting rod.In another example
In, one of the first and second connecting rods of both vertical fix bar 45 and the 1st and the second connecting rod 47 one or formation
Point.And in another embodiment, vertical fix bar 45 is only inserted partially into first passage 25 and second channel.In each implementation
In example, head rod 40, the second connecting rod 47 and/or vertical fix bar 45 can be steel poles.
In order to further increase the height of building structure, it is other to wallboard can as described above as vertical stacking, i.e., the 3rd
The wallboard that is adjacently positioned is stacked on the wallboard of second pair of connection in hard straight or upward direction, the 4th pair is adjacently positioned
Wallboard be stacked vertically in the 3rd pair connection wallboard on, etc..
In certain embodiments, wallboard 100,200 forms a part for the prefabricated constructing module 5 of separation.Correspondingly, close
In be disposed adjacent to wallboard 100,200 and vertically stack the wallboard being adjacently positioned respectively include be disposed adjacent to prefabricated structure
Modeling block simultaneously vertically stacks the prefabricated constructing module being adjacently positioned.
In embodiment, the size of the first passage 25 formed by guiding piece 105,205 should be suitably made to receive
Head rod 40 and vertical fix bar 45, to allow second group of wallboard to be stacked vertically on first pair of wallboard.Fig. 6 is shown
The top cross-sectional view of composite structure wall 55, head rod 40 and vertical fix bar 45 are in first passage 25.
In embodiment, at least one groove 110,210 can have it is suitably sized, at least to accommodate at least one draw
The ledge of guiding element 105,205.In embodiment, towards groove 110,210 (Fig. 6, two w2) and gap 30 size
(Fig. 6, w3) combined depth can be less times greater than the ledge of at least one guiding piece 105,205.This minimize structure
The size of composite 55 and required grout amount.
In embodiment, each wallboard 100,200 is attached to cement plate 15 (Fig. 7 A and 8).Each cement plate 15 can enter one
Step includes plate guiding piece 115 or 215.Plate guiding piece 115,215 is similar to guiding piece 105,205, adjacent boards 15
Plate guiding piece 115,215 is set with arranged superposed to form passage, such as first passage 25.Each plate guiding piece 115,215
In the notable length of the embedded cement plate of a part, to provide the continuity of plate reinforcement.Similar to guiding piece 105,205, plate draws
Guiding element 115,215 can be high strength wire rope.In embodiment, plate guiding piece 115,215 has than guiding piece 105,205
Higher tensile strength, to provide reinforcement to cement plate 15.In embodiment, cement plate 15 is further attached to girder construction 17,
It is same to provide additional structural strength, as shown in Figure 7 B.Fig. 7 B show the compound of cement plate 15 formed with attachment and girder construction 17
Structural walls 55.
In embodiment, each wallboard 100,200 in corresponding prefabricated constructing module 5 is also attached to ceiling 10.Change
Yan Zhi, the opposed end of each wallboard are attached respectively to ceiling 10 and cement plate 15 (Fig. 2).Or the water of upper module 5
Mud plate 15 may act as the top of lower module.
In embodiment, support bar 130,230 inserts or inserted first pair of prefabricated constructing module (alternatively its ceiling
10) between the cement plate 15 of second pair of prefabricated constructing module, to provide the third space intersected with the first and second passages
(Fig. 8).Grout is assigned to fill third space, and first pair of prefabricated constructing module is connected into second pair of prefabricated construction
Module or the ceiling 10 that the cement plate 15 of second pair of prefabricated constructing module is connected to first pair of prefabricated constructing module.Branch
Strut 130,230 prevents grout from leaking, and when grout solidifies, forms bed joint.Support bar 130,230,
A pair of prefabricated constructing modules or the cement plate 15 of its ceiling 10 and second pair of prefabricated constructing module can form thin for receiving
The closing space of mud.
Wallboard 100,200 can further comprise reinforcement structure, to provide structural strength, especially tensile strength to wallboard.
Reinforcement structure can also act as the attachment point for the guiding piece 105,205 to be for example attached by welding or bundling or be anchored point.Strengthen
Structure can be embedded in wallboard 100,200 during prefabrication process.Reinforcement structure may be configured as multiple steel disks 125,225, rod iron
Or steel wire or multiple bellowss, wherein, each bellows is suitable to receive rod iron.Fig. 4 A and 4B show it is multiple rod irons
125th, 225 reinforcement structure, it is embedded in wallboard.Fig. 9 shows composite 55, and it is formed by connecting by two wallboards 100,200,
Each wallboard is embedded with the reinforcement structure for including rod iron net.The net includes the vertical rod iron 125,225 intersected and horizontal rod iron
135th, 235 arrangement.Figure 10 shows the top cross-sectional view of Fig. 9 composite 55.Figure 11,12A and 12B show to be embedded in wall
Multiple non-crossing bellowss 140,240 in plate, wherein each bellows adapts to or be sized to receive rod iron.
In embodiment, joint connector 145 (mechanical reinforcing bar connector) can be set to receive the wallboard of vertical stacking
Rod iron 125.Figure 13 shows composite structure wall 55, wherein, in each wallboard, joint connector 145 is attached to each rod iron
125, and it is suitable to another rod iron of reception and the wallboard fixed to vertical stacking.Joint connector 145 arrives the attachment of rod iron 125
By any suitable means, such as it can be designed by tapered thread, by welding or by using grout.Figure 13 shows
Go out joint connector 145, it is arranged near the upper end of wallboard 100, and the vertical rod iron of wallboard 100 is arrived in attachment (such as welding)
125, and it is positioned to receive the vertical rod iron 125 of vertical stacking or top wallboard (not shown).Because second (top) is to wallboard
First (bottom) is stacked on on wallboard, so each vertical rod iron 125 from top wallboard is inserted in joint connector,
And it can be fixed by conical design, welding or grout.Joint connector 145 is alternately arranged in the lower end of wallboard, to connect
Accept the rod iron of portion's wallboard.
Other types of reinforcement structure can also be used alone or is used in combination with non-limiting example described herein.From
The top cross-sectional view of each embodiment can be seen that reinforcement structure does not interfere with the method for connecting wallboard.
Shearing resistance inspection can be performed to determine the structural integrity of composite 55.Wallboard 100,200 and it is interior fill out it is thin
Interface between mud checks shearing resistance.Shearing resistance can be due to：
(a) the inducing shear power from transverse load in wall minor direction (wall minor direction)；
(b) in the inducing shear power of wall Main way (wall major direction) self difference transverse load of coming up；
(c) the inducing shear power from cage actuation in wall minor direction.
In embodiment, have at least one groove 110,210 wallboard 100,200 surface can be roughened with to
Interface shear stress transmission provides surface roughness.
In embodiment, wallboard 100 is a part for prefabricated constructing module 5, as shown in Figure 2.Prefabricated constructing module 5 wraps
Include cement plate 15, as described herein at least one wallboard 100 and optional top 10 and/or girder construction 17.Prefabricated construction
Module 5 may also include at least one end wall 20.Prefabricated constructing module is connected to using wallboard 100,200 and methods described herein
Adjacent prefabricated constructing module.At least one wallboard 100,200 serves as the interface unit between contiguous prefabricated constructing module 5.Volume
Outer prefabricated constructing module 5 can be stacked on top of the bottom to prefabricated constructing module 5, with stack module 5 and according to vertical
The wallboard of addition carrys out vertical extension building structure upwards.For the prefabricated constructing module 5 connected vertically, by contiguous prefabricated construction
The passage 25 that the wallboard 100,200 of module is formed should can receive vertical fix bar 45.
It should be appreciated that prefabricated constructing module 5 need not be identical, particularly with the adjacent prefabricated constructing module 5 of level.For example, put
The prefabricated constructing module 5 put in structure end generally has a wallboard 100 and two or three end walls 20, and is located at structure
The prefabricated constructing module of core has two or three wallboards 100,200 and one or two end wall 20.Wallboard 100,
200 serve as interface unit to connect adjacent prefabricated constructing module 5.
For example, the prefabricated constructing module 5 that be placed among structure can have four wallboards 100,200, to be attached to four
Individual other prefabricated constructing modules 5.It should be appreciated that the other shapes of prefabricated constructing module 5 similarly can be designed and applied.
End wall 20 and wallboard 100 can take required any shape or size and/or as needed have be used for door and/
Or the opening of window fittings.Prefabricated constructing module 5 can also have exposed side (that is, without end wall or wallboard), to allow different designs
Structure.Described multiple prefabricated constructing modules 5 can be joined together to form a structure.The structure can have individual layer or more
Layer building.The structure can be used as private or commercial use building.The structure can be used as facing in event and disaster relief operations
When building, in this case, building easiness and speed at place are important.
According to an aspect of the present invention, building structure is answered including being arranged as the one or more of single or multiple lift arrangement
Close structural walls 55.Each composite structure wall 55 may include the wallboard 100,200 connected as described above, therefore, there is omitted herein
The corresponding description (including add, combine, substitute, be attached) of wallboard 100,200 and its feature.Each wallboard 100,200 can be formed
A part for the constructing module 5 separated as described above, therefore, the corresponding description that there is omitted herein their features (including add
Add, combine, substitute, be attached).
Example 1
1st and second wallboard 200 be configured with 1200mm horizontal lengths (l1), 90mm width (w1).Groove has
25mm depth (w2) and 100mm length (l3).Wallboard 100 includes that there is center (to separate (l with 800mm2)) two grooves
110.One 100 and the second 20mm (w between wallboard 2003) example of gap 30 for describing composite structure wall 55.Wall
Reinforcement structure in plate 100,200 be along the rod iron 125 in the embedded plate body 101,201 of longitudinal direction height of wallboard 100,200,
225。
The composite structure wall of example 1 has 200mm width or thickness (assuming that grout width is 20mm), and has class
It is similar to the bearing capacity of the conventional cast-in-place wall with similar width or thickness.It should be appreciated that other grout width or gap width etc.
It is possible together.
Example 2
In the example of composite structure wall 55, the reinforcement structure in wallboard 100,200 is level 135,235 and vertical
The net (Fig. 9 and 10) of rod iron 125,225.Wallboard 100,200 is configured with 1000mm length (l1), 140mm width (w1) and with showing
The similar groove of example 1.Wallboard 100 includes that there is center (to separate (l with 600mm2)) two grooves 110.One 100 He
Gap 30 between second wallboard 200 is 20mm.Alternatively, bellows 140,240 or joint connector 145 can be with rod irons
125 are used in combination.
Example 3
It is wide that prefabricated constructing module 5 such as Fig. 2 constructs the thick cement plate 15 of the wallboard 100 just like example 1,130mm, 150mm
The ceiling 10 of end wall 20 and 50mm x50mm hollow section sizes (600mm centers are to center).
The adjacent wallboard of invention as described herein embodiment tolerable injury level or prefabricated constructing module via connecting rod each other
Support, while distribute and solidify grout.This is reduced and building time and labour demand, therefore reduces building cost.This
The embodiment of invention allows the wallboard of vertical stacking or prefabricated constructing module to be supported each other via vertical fix bar, distributes simultaneously
With solidification grout.
Using the present invention, precoat wallboard 100,200 and prefabricated constructing module 5 can more quickly and effectively built
Place is assembled into building structure.Wallboard 100,200 and constructing module 5 can manufacture in factory, while the basic work of construction site
Journey is being carried out, and so as to reduce the building cycle time, causes increased productivity ratio.It is additionally, since manufacture wallboard and constructing module
Controllable environment, the quality of wallboard 100,200 and constructing module 5 is improved.Moreover, the composite junction constructed using the present invention
Structure wall 55 can serve as monolithic wall, therefore can realize with similar width dimensions or thickness are made up of and had existing cast-in-place method
The similar bearing capacity of the monolithic wall of degree.Correspondingly, it should be apparent that, the present invention can cause building cost to reduce, while increase production
Rate and economic benefit.
Although disclosed the preferred embodiments of the present invention, it will be appreciated that those skilled in the art that not
In the case of departing from the present invention, many variations or modifications for the details that can be designed or construct.
Claims (23)
1. a kind of method for constructing composite structure wall, this method includes：
First pair of wallboard is disposed adjacent to, wherein, each wallboard of first pair of wallboard includes the first plate body and at least one first
Guiding piece, the first guiding piece is connected to the first plate body, and is protruded from the first groove formed in the first plate body, wherein, it is adjacent
First guiding piece of first pair of wallboard including overlapping first pair of wallboard is arranged to form first passage in ground；
Head rod is inserted in first passage；
First grout is assigned in the first gap between first pair of wallboard, wherein, the first grout is assigned to first
Gap includes the first grout being assigned in first passage；And
Solidify the first grout to connect first pair of wallboard.
2. the method as described in claim 1, in addition to：
Second pair of wallboard being adjacently positioned is stacked vertically on first pair of wallboard, wherein, each wallboard bag of second pair of wallboard
The second plate body and at least one second guiding piece are included, the second guiding piece is attached to the second plate body, and from formation in the second plate body
Second groove protrude, wherein, by second pair of wallboard being adjacently positioned be stacked vertically on first pair of wallboard include overlapping second
To the second guiding piece of wallboard to form second channel；
Vertical fix bar is inserted in the first and second passages so that vertical fix bar, which has, respectively at least partially inserts first
With the opposed end in second channel；
Second grout is assigned in the second gap between second pair of wallboard, wherein, the second grout is assigned to second
Gap includes the second grout being assigned in second channel；And
Solidify the second grout to connect second pair of wallboard.
3. method as claimed in claim 2, in addition to：
Second connecting rod is inserted in second channel.
4. method as claimed in claim 3, wherein, the vertical fix bar and the first and/or second connecting rod one.
5. the method as any one of claim 2 to 4, wherein, the first grout of distribution is included the first grout point
The height being fitted under the position that insert vertical fix bar.
6. the method as described in claim 2 to 5,
Wherein, each wallboard of first and second pairs of wallboards is provided by the prefabricated constructing module separated,
Wherein, being disposed adjacent to first pair of wallboard includes being disposed adjacent to first pair of prefabricated constructing module, and
Wherein, second pair of wallboard being adjacently positioned is stacked vertically on first pair of wallboard pre- including second pair is adjacently positioned
Constructing module processed is stacked vertically on first pair of prefabricated constructing module.
7. method as claimed in claim 6,
Wherein, each wallboard of first and second pairs of wallboards includes being attached to the bottom of cement plate,
This method also includes：
Multiple support bars are inserted between first pair of prefabricated constructing module and the cement plate of second pair of prefabricated constructing module, to provide
The third space intersected with the first and second passages,
Wherein, the second grout is assigned into the second gap includes the second grout being assigned in third space,
Wherein, solidify the second grout includes the second grout of solidification with by second pair of prefabricated construction mould to connect second pair of wallboard
Block is connected to first pair of prefabricated constructing module.
8. method as claimed in claim 7,
Wherein, each cement plate of second pair of prefabricated constructing module includes at least one cement plate guiding piece, and it is attached to each
Corresponding cement plate, and protruded from each corresponding cement plate,
Wherein, the second guiding piece of overlapping second pair of wallboard includes overlapping second pair of prefabricated constructing module to form second channel
Cement plate guiding piece is to provide second channel.
9. the method according to any one of the preceding claims, wherein, at least one first guiding piece includes being attached to insertion
The line of reinforcement structure in each wallboard.
10. the wallboard in a kind of prefabricated constructing module, the wallboard include：
Plate body；And
At least one guiding piece, plate body is attached to, and is protruded from the groove formed in plate body, wherein, guiding piece is suitable to and phase
The adjacent guiding piece of the wallboard of neighbour's arrangement is overlapping to provide the passage for being used for receiving the connecting rod passed through, and wherein, institute
Wallboard is stated suitable for adjacent to be connected to by being in the milk to the gap including passage between wallboard and the wallboard being adjacently positioned
The wallboard of arrangement.
11. wallboard as claimed in claim 10, in addition to：
Reinforcement structure, it is embedded in plate body, wherein, the guiding piece is attached to reinforcement structure.
12. wallboard as claimed in claim 11, wherein, the reinforcement structure is from by multiple rod irons, multiple bellowss, rod iron
Net, steel wire and any for selecting in the group that multiple rod irons of joint connector are formed is attached to, multiple bellowss are adapted to connect
The rod iron of the wallboard of vertical stacking is received, joint connector is suitable to the rod iron for receiving the wallboard of vertical stacking.
13. the wallboard as any one of claim 10 to 12, wherein, the plate body includes groove formed therein
Surface be roughened.
14. a kind of prefabricated constructing module, including：
At least one wallboard according to any one of claim 10 to 13；And
Cement plate, it is attached to the bottom of wallboard.
15. prefabricated constructing module as claimed in claim 14, wherein, the cement plate includes being attached to cement plate and dashed forward from it
The cement plate guiding piece gone out, wherein, the cement plate guiding piece suitably forms passage.
16. a kind of building structure, including：
At least one first composite structure wall, including：
First pair of wallboard disposed adjacent one another, wherein, each wallboard of first pair of wallboard includes the first plate body and at least one
First guiding piece, the first guiding piece is attached to the first plate body, and is protruded from the first groove formed in the first plate body, wherein,
First guiding piece of first pair of wallboard is overlapping to provide first passage；
Head rod, it is arranged in first passage；
First grout, it is arranged in the first gap including first passage between first pair of wallboard, wherein, the first grout
Connect first pair of wallboard.
17. building structure as claimed in claim 16, in addition to：
At least one second composite structure wall, it is vertically stacked on the first composite structure wall, and including：
Second pair of wallboard disposed adjacent one another, wherein, each wallboard of second pair of wallboard includes the second plate body and at least one
Second guiding piece, the second guiding piece is attached to the second plate body, and is protruded from the second groove formed in the second plate body, wherein,
Second guiding piece of second pair of wallboard is overlapping to provide second channel；
Second connecting rod, is arranged in second channel；
Vertical fix bar, there is the opposed end respectively at least partially inserted in the first and second passages；
Second grout, it is arranged in the second gap including second channel between second pair of wallboard, wherein, the second grout
Connect second pair of wallboard.
18. the building structure as any one of claim 16 to 17, wherein, each wall of first pair and second pair wallboard
Plate is provided by the prefabricated constructing module separated.
19. building structure as claimed in claim 18,
Wherein, each wallboard of first pair and second pair wallboard includes being attached to the top ends of ceiling and is attached to cement plate
Bottom,
The building structure also includes：
Multiple support bars, be placed in first pair of prefabricated constructing module ceiling and second pair of prefabricated constructing module cement plate it
Between, to provide third space,
Wherein, the second grout is further placed in third space, and by second pair of prefabricated constructing module be connected to first pair it is prefabricated
Constructing module.
20. building structure as claimed in claim 19,
Wherein, each cement plate of second pair of prefabricated constructing module includes being attached to each corresponding cement plate and from each corresponding water
At least one cement plate guiding piece that mud plate protrudes, and
Wherein, the cement plate guiding piece of second pair of prefabricated constructing module is overlapping to provide second channel.
21. the building structure as any one of claim 17 to 20, wherein, the vertical fix bar with first and/or
Second connecting rod one.
22. the building structure as any one of claim 17 to 21, in addition to：
Reinforcement structure, embedded first and second plate bodys it is each in, wherein, the first and second guiding pieces, which are attached to, corresponding strengthens knot
Structure.
23. building structure as claimed in claim 22, wherein, the reinforcement structure is from by multiple rod irons, multiple bellowss, steel
Rod net, steel wire and any for selecting in the group that multiple rod irons of joint connector are formed is attached to, multiple bellowss are adapted to
The rod iron of the wallboard of vertical stacking is received, joint connector is suitable to the rod iron for receiving the wallboard of vertical stacking.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010263656.8A CN111622374B (en) | 2016-06-28 | 2017-06-28 | Composite structural wall and method of construction thereof |
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| SG10201605306W | 2016-06-28 | ||
| SG10201605306W | 2016-06-28 | ||
| SG10201703972W | 2017-05-15 | ||
| SG10201703972WA SG10201703972WA (en) | 2016-06-28 | 2017-05-15 | Composite structural wall and method of construction thereof |
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| CN201710511556.0A Active CN107542190B (en) | 2016-06-28 | 2017-06-28 | Composite structural wall and method of construction thereof |
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| EP (1) | EP3263795B1 (en) |
| CN (2) | CN111622374B (en) |
| DK (1) | DK3263795T3 (en) |
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| HK (2) | HK1244858A1 (en) |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112119193A (en) * | 2018-05-17 | 2020-12-22 | Kcl设计顾问有限公司 | PPVC connector |
| CN112135948A (en) * | 2018-05-17 | 2020-12-25 | Kcl设计顾问有限公司 | PPVC connector |
Families Citing this family (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SG10201707313XA (en) * | 2017-09-08 | 2019-04-29 | Dragages Singapore Pte Ltd | A method for constructing a building |
| CN108678279A (en) * | 2018-07-13 | 2018-10-19 | 中国建筑标准设计研究院有限公司 | Based on the built-in assembled architecture and its construction method for leading to high bellows prefabricated panel |
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| SG11201911948RA (en) * | 2018-11-16 | 2020-06-29 | P&T Architects And Engineers Ltd | Prefabricated Module Interconnection for Modular Building |
| SG10201903653UA (en) * | 2019-04-16 | 2020-11-27 | Integrated Precast Solutions Pte Ltd | Precast building |
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| CN117306681A (en) * | 2023-09-25 | 2023-12-29 | 广东晋华建设工程有限公司 | Assembled building |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1471192A1 (en) * | 2003-04-22 | 2004-10-27 | Pfeifer Holding GmbH & Co. KG | Connecting device for concrete components |
| CN103620130A (en) * | 2011-06-20 | 2014-03-05 | 佩克集团有限公司 | Connecting device for joining adjacent pre-cast concrete sections and method for joining a first and a second pre-cast concrete section |
| CN204983162U (en) * | 2015-06-19 | 2016-01-20 | 中民筑友有限公司 | Soft all alone connecting piece, prefab and wallboard |
Family Cites Families (53)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1240492A (en) | 1915-02-10 | 1917-09-18 | Frank Mcmurray Sawyer | Building construction. |
| DE865652C (en) | 1949-08-30 | 1953-02-02 | Hermann Josef Boeyng | Building, in particular residential house, garage, makeshift home or the like. |
| FR1448310A (en) | 1965-06-25 | 1966-08-05 | Planning and construction of school groups | |
| CH452843A (en) | 1966-03-11 | 1968-03-15 | Maurer Fritz | Device for connecting prefabricated components |
| US3550334A (en) | 1966-10-31 | 1970-12-29 | Patent Concern Nv | Plural story building comprising superimposed box-shaped dwelling units |
| US3803788A (en) * | 1968-06-19 | 1974-04-16 | P Artmann | Building construction and process for producing structural elements for such construction |
| US3564795A (en) | 1968-07-25 | 1971-02-23 | Jesse Vernon Henton | Pre-cast modular building units with utility ducts |
| US3710534A (en) | 1970-03-16 | 1973-01-16 | Namara J Mc | Method of forming building units and assembling same with lateral displacement |
| US3772835A (en) | 1971-10-21 | 1973-11-20 | Hb Zachry Co | Housing |
| US3812637A (en) | 1972-01-03 | 1974-05-28 | Y Yang | Method for erecting a reinforced concrete building |
| JPS537911B2 (en) | 1972-12-29 | 1978-03-23 | ||
| US4136492A (en) | 1973-06-04 | 1979-01-30 | Willingham John H | Industrialized building construction |
| US3890748A (en) | 1973-06-13 | 1975-06-24 | Miroslav Fencl | Structure of coordinated modular building construction |
| US4107886A (en) | 1974-03-25 | 1978-08-22 | Systems Concept, Inc. | Prefabricated building module |
| JPS537911A (en) | 1976-07-09 | 1978-01-24 | Daisue Kensetsu Kk | Method of construction of wall system precast reinforce concrete with intermediate skeleton structure |
| US4211043A (en) | 1978-01-06 | 1980-07-08 | Coday Jerry F | Precast concrete building module form |
| US4696698A (en) | 1985-10-15 | 1987-09-29 | American Colloid Company | Flexible grout composition and method |
| NO893418L (en) | 1989-08-25 | 1991-02-26 | Thorleif Ausdal | PROCEDURE FOR MANUFACTURING A BUILDING ELEMENT. |
| FR2670523B1 (en) * | 1990-12-18 | 1997-11-21 | Maison Bleue Sa | PREFABRICATED REINFORCED CONCRETE WALL ELEMENT. |
| EP0532140A1 (en) | 1991-09-13 | 1993-03-17 | Board of Regents of the University of Nebraska | Precast concrete sandwich panels |
| JPH07166601A (en) | 1993-12-14 | 1995-06-27 | Taisei Corp | Joining method for precast reinforced concrete wall plate |
| NZ264597A (en) | 1994-10-03 | 1997-01-29 | Engineering Certifiers Ltd Sub | Construction of multi-storsey building with precast slabs; bar in cavity in wall connects with tie in floor slab |
| JPH09203143A (en) | 1996-01-29 | 1997-08-05 | Tokyu Koken Kk | Connection method of perpendicular part of wall plate of wall precast reinforced concrete |
| DE19835900C2 (en) | 1997-08-07 | 2002-03-07 | Martin Wochner | Prefabricated concrete components and buildings constructed using precast concrete component groups |
| GB9822784D0 (en) | 1998-10-20 | 1998-12-16 | Stoodley William R C | Volumetric modular building system |
| US6070380A (en) | 1999-01-28 | 2000-06-06 | Meilleur; Serge | Concrete wall formwork module |
| KR20040016371A (en) | 2000-05-19 | 2004-02-21 | 엘. 죠 스칼란 | Construction of high-rise building with large modular units |
| DE10046138C2 (en) | 2000-09-15 | 2003-02-06 | Glatthaar Fertigkeller Ag Beri | Prefabricated module for building floors of a house and method for the production and construction of building parts from prefabricated modules |
| DE20111702U1 (en) | 2001-07-18 | 2002-11-21 | Pfeifer Holding Gmbh & Co Kg | Device for joining precast concrete parts |
| FR2829778B1 (en) | 2001-09-17 | 2004-09-24 | Eddie Vigon | METHOD AND DEVICE FOR POSITIONING WALLS ON A CENTRAL STRUCTURE |
| DE20319471U1 (en) | 2003-12-16 | 2005-01-20 | Pfeifer Holding Gmbh & Co. Kg | Joint for prefabricated concrete sections has grooves in joint faces to receive connectors armatures with wire loops to receive tension forces |
| JP4743577B2 (en) | 2004-01-09 | 2011-08-10 | 大日本印刷株式会社 | LIGHT EMITTING ELEMENT AND MANUFACTURING METHOD THEREOF |
| GB2420126A (en) | 2004-11-12 | 2006-05-17 | Laing O Rourke Group Services | A prefabricated unit for a building |
| ITMI20051070A1 (en) | 2005-06-10 | 2006-12-11 | D L C S R L | "WALLS MADE WITH PREFABRICATED ELEMENTS IN VERTICAL HOLES" |
| DE202005010080U1 (en) | 2005-06-27 | 2006-11-09 | Pfeifer Holding Gmbh & Co. Kg | Connector for connecting concrete parts with transverse strength has floor profiled with groups of projections and recesses alternating in longitudinal direction, whereby each group has at least one projection and/or at least one recess |
| DE202006007316U1 (en) | 2006-05-05 | 2007-09-06 | Betomax Kunststoff- Und Metallwarenfabrik Gmbh & Co Kg | Connecting device for concrete components and reinforcing element for this purpose for establishing a connection of adjoining concrete components |
| DE102006057134A1 (en) | 2006-12-01 | 2008-06-05 | Philipp Gmbh | Wire loop box for receiving wire loop, has base body, which has rectangular base plate, and one of side wall section forms angle greater than ninety degree with base plate |
| DE202007010509U1 (en) | 2007-07-26 | 2008-12-04 | Philipp Gmbh | Rail for receiving rope loops for prefabricated components |
| US7681368B1 (en) | 2007-08-21 | 2010-03-23 | Edward Rubio | Concrete composite wall panel |
| DE202008017065U1 (en) | 2008-12-23 | 2010-05-12 | Pfeifer Holding Gmbh & Co. Kg | connecting device |
| DE102009001203B4 (en) | 2009-02-26 | 2023-03-30 | Philipp Gmbh | Storage device for angled rope loops and method of manufacturing precast concrete parts |
| US8770890B2 (en) | 2009-03-05 | 2014-07-08 | Stormtrap Llc | Module and assembly for managing the flow of water |
| DE502009000173D1 (en) * | 2009-03-12 | 2010-12-23 | Gerhard Krummel | Device for bonding prefabricated concrete parts |
| US20110023383A1 (en) * | 2009-07-29 | 2011-02-03 | Alain Brouillard | Prefabricated concrete building module and a method for the production thereof |
| CN201762847U (en) * | 2010-04-08 | 2011-03-16 | 叶翼翔 | Prefabricated spliced concrete slab wall body |
| JP5901008B2 (en) | 2011-12-01 | 2016-04-06 | 大成ユーレック株式会社 | Wall plate joint structure |
| DE102012219209A1 (en) * | 2012-10-22 | 2014-04-24 | Areva Gmbh | Wall element for prefabricated buildings |
| KR101389203B1 (en) | 2013-03-06 | 2014-04-24 | 도시구조안전(주) | Method for constructing residential building using precast concrete and modular unit |
| CN103334519B (en) * | 2013-07-26 | 2016-08-10 | 黑龙江宇辉新型建筑材料有限公司 | Overlaid plate type concrete shear wall and longitudinally connected method |
| JP2017031721A (en) | 2015-08-04 | 2017-02-09 | 旭トステム外装株式会社 | Wall Panel |
| CN205206132U (en) * | 2015-11-20 | 2016-05-04 | 刘斌 | Thermal insulation assembled wallboard structure |
| KR101776129B1 (en) | 2016-07-26 | 2017-09-07 | 김태균 | Built-up type precast double structure for slab and wall and double precast wall construction method using the same |
| GB2567341B (en) | 2016-07-26 | 2020-02-12 | Yousefi Darestani Ario | Pre-cast concrete formwork, wall system and method of construction |
-
2017
- 2017-05-15 SG SG10201908614W patent/SG10201908614WA/en unknown
- 2017-05-15 SG SG10201703972WA patent/SG10201703972WA/en unknown
- 2017-05-15 SG SG10202107902RA patent/SG10202107902RA/en unknown
- 2017-06-13 PL PL17175623T patent/PL3263795T3/en unknown
- 2017-06-13 PT PT17175623T patent/PT3263795T/en unknown
- 2017-06-13 ES ES17175623T patent/ES2733309T3/en active Active
- 2017-06-13 DK DK17175623.2T patent/DK3263795T3/en active
- 2017-06-13 EP EP17175623.2A patent/EP3263795B1/en active Active
- 2017-06-14 MY MYPI2017702193A patent/MY190080A/en unknown
- 2017-06-28 CN CN202010263656.8A patent/CN111622374B/en active Active
- 2017-06-28 CN CN201710511556.0A patent/CN107542190B/en active Active
-
2018
- 2018-03-23 HK HK18104092.9A patent/HK1244858A1/en unknown
- 2018-03-23 HK HK18104091.0A patent/HK1244857B/en unknown
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1471192A1 (en) * | 2003-04-22 | 2004-10-27 | Pfeifer Holding GmbH & Co. KG | Connecting device for concrete components |
| CN103620130A (en) * | 2011-06-20 | 2014-03-05 | 佩克集团有限公司 | Connecting device for joining adjacent pre-cast concrete sections and method for joining a first and a second pre-cast concrete section |
| CN204983162U (en) * | 2015-06-19 | 2016-01-20 | 中民筑友有限公司 | Soft all alone connecting piece, prefab and wallboard |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112119193A (en) * | 2018-05-17 | 2020-12-22 | Kcl设计顾问有限公司 | PPVC connector |
| CN112135948A (en) * | 2018-05-17 | 2020-12-25 | Kcl设计顾问有限公司 | PPVC connector |
| CN112135948B (en) * | 2018-05-17 | 2022-05-24 | Kcl设计顾问有限公司 | PPVC connector |
Also Published As
| Publication number | Publication date |
|---|---|
| SG10201703972WA (en) | 2018-01-30 |
| CN107542190B (en) | 2020-05-01 |
| CN111622374B (en) | 2022-04-12 |
| EP3263795B1 (en) | 2019-05-15 |
| PT3263795T (en) | 2019-07-25 |
| CN111622374A (en) | 2020-09-04 |
| SG10202107902RA (en) | 2021-09-29 |
| ES2733309T3 (en) | 2019-11-28 |
| HK1244857B (en) | 2020-01-17 |
| PL3263795T3 (en) | 2019-10-31 |
| MY190080A (en) | 2022-03-25 |
| HK1244858A1 (en) | 2018-08-17 |
| SG10201908614WA (en) | 2019-10-30 |
| EP3263795A1 (en) | 2018-01-03 |
| DK3263795T3 (en) | 2019-06-17 |
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