CN104695619A - Combined type hollow module and prefabricated part comprising same - Google Patents
Combined type hollow module and prefabricated part comprising same Download PDFInfo
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- CN104695619A CN104695619A CN201510106106.4A CN201510106106A CN104695619A CN 104695619 A CN104695619 A CN 104695619A CN 201510106106 A CN201510106106 A CN 201510106106A CN 104695619 A CN104695619 A CN 104695619A
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- hollow module
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- 238000009413 insulation Methods 0.000 claims abstract description 13
- 238000004873 anchoring Methods 0.000 claims abstract description 6
- 230000011218 segmentation Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 7
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000005192 partition Methods 0.000 description 6
- 239000011449 brick Substances 0.000 description 4
- 239000004568 cement Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011810 insulating material Substances 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004378 air conditioning Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000001413 cellular effect Effects 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000007795 chemical reaction product Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 210000003195 fascia Anatomy 0.000 description 1
- 239000011151 fibre-reinforced plastic Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- ZLNQQNXFFQJAID-UHFFFAOYSA-L magnesium carbonate Chemical compound [Mg+2].[O-]C([O-])=O ZLNQQNXFFQJAID-UHFFFAOYSA-L 0.000 description 1
- 229910000021 magnesium carbonate Inorganic materials 0.000 description 1
- 235000014380 magnesium carbonate Nutrition 0.000 description 1
- 239000001095 magnesium carbonate Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 229920000915 polyvinyl chloride Polymers 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 229920011532 unplasticized polyvinyl chloride Polymers 0.000 description 1
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- Panels For Use In Building Construction (AREA)
Abstract
The invention relates to a combined type hollow module and a prefabricated part comprising the combined type hollow module. The combined type hollow module comprises an outer surface which is adjoined with an outer concrete structure layer, an inner surface which is adjoined with an inner concrete structure layer and two side end parts. The outer surface, the inner surface and the side end parts surround to form a cavity, an outer anchoring structure is arranged on the outer surface, an inner anchoring structure is arranged on the inner surface, a non-planar type male assembling part is formed at one side end part, a female assembling part matched with the male assembling part is formed at the other side end part; and the prefabricated part comprises an outer concrete structure layer, an inner concrete structure layer and a hollow layer formed by splicing of the combined type hollow modules. Prefabricated production is convenient, the process is simple, the product quality is controllable, the bonding strength with concrete is high, the prefabricated part has low load, heavy articles can be hung on the concrete layers at two sides, the impact resistance is strong, the sound insulation capacity is good, the middle hollow layer is beneficial to arrangement of the water pipe and the electric wire, the site operation is the assemble type dry operation construction, a door frame or a window frame is pre-buried, and the installation is convenient.
Description
Technical field
The present invention relates to the technical field of prefabricated of assembled architecture, particularly relate to a kind of combined hollow module, and comprise the prefabricated units of this module.
Background technology
During traditional architecture construction, after agent structure completes, exterior wall and the many employings of interior wall are laid bricks filling.For improving efficiency of construction, facilitating pipeline installing, having occurred that several novel lightweight assembled wallboard replaces scene to lay bricks.Lightweight assembled wallboard refer to adopt lightweight lath factory process formed core skeleton or all prefabricated complete after be transported to job site, take assembled wait measure after the partition wall system that completes.Mainly contain steel wire web-cement polystyrene sandwich board, light lath (as GRC cement porous batten, gypsum porous batten etc.), cavity batten (as magnesite cavity batten etc.), skeleton partition wall (if keel or wire gauze are as middle skeleton), glass partition etc.
Skeleton partition wall also needs in-site pouring cement mortar, and installation efficiency is low.Porous and cavity Light trabs exists sound insulation, effect of heat insulation is poor, and shear behavior is low, can not hang the weights such as air-conditioning, can not be used for exterior wall, cannot form bearing wall.Easily there is crack in light lath plate and plate junction, plate and door and window junction, globality is poor, easily causes vibrations distortion, crack and hollowing occur during point load.
Summary of the invention
Based on this, be necessary poor for the light cellular partition board globality existed in prior art, that shear behavior is low, installation is complicated problem, provide a kind of combined hollow module, providing package is containing the prefabricated units of this module simultaneously.
A kind of combined hollow module, comprises the external surface that can adjoin with outer concrete deck, the inner surface that can adjoin with interior concrete deck, and both side ends, and described external surface, inner surface and side end enclose to cover and be formed with cavity.Described external surface is provided with outer anchor structure; Described inner surface is provided with interior anchor structure.Side end described in one is formed with the public department of assembly of non-planar, and end side is formed with the female department of assembly matched with described male department of assembly.
Wherein in an embodiment, described outer anchor structure is be opened in the filling slot of external surface, be convexly equipped in the fin of external surface, and/or is convexly equipped in the barb of external surface; Described interior anchor structure is be opened in the filling slot of inner surface, be convexly equipped in the fin of inner surface, and/or is convexly equipped in the barb of inner surface; The A/F of described filling slot is less than slot bottom width.
Wherein in an embodiment, the public department of assembly of the raised type being arranged at described side end face is protruded in described public department of assembly, and described female department of assembly is the female department of assembly of concave matched with described male department of assembly.
Wherein in an embodiment, in described cavity, be provided with the longitudinal rib connecting external surface and inner surface.
Wherein in an embodiment, comprise multiple spaced longitudinal rib, be symmetrical arranged near longitudinal rib and the public department of assembly of described public department of assembly, every two adjacent longitudinal ribs are symmetrically set, and longitudinal rib and female department of assembly of close described female department of assembly are symmetrical arranged.
Wherein in an embodiment, also comprise the cross rib of connection two adjacent longitudinal ribs.
Wherein in an embodiment, described longitudinal rib and cross rib enclose the sub-cavity covering and be formed with the described cavity of segmentation, have at least its external surface of sub-cavity or inner surface lack and form the filling chamber of opening.
Wherein in an embodiment, the cross rib at described filling chamber place offers hole.
A kind of prefabricated units, comprise outer concrete deck, interior concrete deck, and are coated on the hollow layer between outer concrete deck and interior concrete deck.Described hollow layer by the combined hollow module generation described in, or is spliced to form by two and the above combined hollow module.Its every two adjacent combined hollow modules of the hollow layer be spliced to form by two and the above combined hollow module are by the cooperation splicing of male department of assembly and female department of assembly; Described hollow layer by outer anchor structure and interior anchor structure respectively with outer concrete deck and the anchoring of interior concrete deck.
Wherein in an embodiment, also comprise dowel, described dowel runs through described hollow layer, and dowel two ends are anchored in outer concrete deck and interior concrete deck respectively.
Wherein in an embodiment, described outer concrete deck and/or interior concrete deck also layer are connected to insulation layer and/or decorative layer.
Wherein in an embodiment, described outer concrete Laminate construction thickness is 30-50mm, and described hollow layer thickness is 80-100mm, and described interior concrete Laminate construction thickness is 30-50mm.
The hollow module of combinations thereof formula and comprise the prefabricated units of this module, Prefabrication is convenient, and technique is simple, and end product quality is controlled; Hollow module can combine and cuts as required, is anchored in concrete by outer anchor structure and interior anchor structure, high with concrete bond strength; Made prefabricated units loading ratio stack pile lay bricks or concrete component little, both sides layer of concrete can hang weight, and anti-impact force is strong; Sound-insulation capability is good; Central hollow layer is conducive to the layout of water pipe electric wire; May be used for producing nonweight-bearing prefabricated units, also may be used for the prefabricated units of production load-bearing; Site operation is assembling dry construction, and pre-buried doorframe or window frame are easy for installation.
Accompanying drawing explanation
Fig. 1 is the structural representation of the combined hollow module of an embodiment;
Fig. 2 is the structural representation of the combined hollow module of another embodiment;
Fig. 3 is the structural representation of the combined hollow module of another embodiment;
The facade structures schematic diagram of the combined hollow module that Fig. 4 is the embodiment shown in Fig. 3;
Fig. 5 is the prefabricated units structural representation of an embodiment;
Fig. 6 is the prefabricated units structural representation of another embodiment;
Fig. 7 is the prefabricated units structural representation of another embodiment;
Fig. 8 is again the structural representation of prefabricated units in an embodiment.
Detailed description of the invention
For the ease of understanding the present invention, below with reference to relevant drawings, the present invention is described more fully.Preferred embodiment of the present invention is given in accompanying drawing.But the present invention can realize in many different forms, is not limited to embodiment described herein.On the contrary, provide the object of these embodiments be make the understanding of disclosure of the present invention more comprehensively thorough.
It should be noted that, unless otherwise defined, all technology used herein and scientific terminology are identical with belonging to the implication that those skilled in the art of the present invention understand usually.The object of term used in the description of the invention herein just in order to describe specific embodiment, is not intended to be restriction the present invention.Term as used herein "and/or" comprises arbitrary and all combinations of one or more relevant Listed Items.
As shown in Figure 1 and Figure 5, a kind of combined hollow module 100, comprises the external surface 110 that can adjoin with outer concrete deck 200, the inner surface 120 that can adjoin with interior concrete deck 300, and both side ends.Described external surface 110, inner surface 120 and side end enclose to cover and are formed with cavity 140.Described external surface 110 is provided with outer anchor structure; Described inner surface 120 is provided with interior anchor structure.Side end described in one is formed with the public department of assembly 131 of non-planar, and end side is formed with the female department of assembly 132 matched with described male department of assembly 131.
Above-mentioned combined hollow module 100 can adopt plastics, metal, fibre-reinforced plastics etc. to make.For convenience of producing, preferably adopt PVC or UPVC material.Plastic extruder or injection machine can be adopted to produce.Be anchored in concrete by outer anchor structure and interior anchor structure, high with concrete bond strength.When producing prefabricated units, suitable width is extended into by multiple combined hollow module 100 splicing, during splicing, the male department of assembly 131 of one combined hollow module 100 coordinates with female department of assembly 132 of adjacent combined hollow module 100, because male department of assembly 131 and female department of assembly 132 are nonplanar structure, mutual occlusion due to male department of assembly 131 and female department of assembly 132 after splicing is spacing, the prefabricated units good integrity formed.
As shown in Fig. 5, Fig. 6 or Fig. 7, a kind of prefabricated units, comprise outer concrete deck 200, interior concrete deck 300, and are coated on the hollow layer between outer concrete deck 200 and interior concrete deck 300.Described hollow layer is formed by the combined hollow module 100 described in, or is spliced to form by two and the above combined hollow module 100.Its every two adjacent combined hollow modules 100 of the hollow layer be spliced to form by two and the above combined hollow module 100 are by the cooperation splicing of male department of assembly 131 and female department of assembly 132.Described hollow layer by outer anchor structure and interior anchor structure respectively with outer concrete deck 200 and the anchoring of interior concrete deck 300.
Above-mentioned prefabricated units, owing to adopting combined hollow module 100, there is described cavity 140 in inside, its loading ratio stack pile lay bricks or concrete component little, reduce the impact on main structure body; Both sides layer of concrete can hang weight, and anti-impact force is strong, and sound-insulation capability is good.Middle hollow layer is conducive to the layout of water pipe electric wire.May be used for side fascia, the interior wall of load-bearing or not load-bearing, and as floor or roof panel.Site operation is the construction of assembling dry operation, and pre-buried doorframe or window frame are easy for installation.
The outer anchor structure of described combined hollow module 100 for being opened in the filling slot 150 of external surface 110, being convexly equipped in the fin of external surface 110, and/or can be convexly equipped in the barb of external surface 110; Described interior anchor structure is be opened in the filling slot 150 of inner surface 120, be convexly equipped in the fin of inner surface 120, and/or is convexly equipped in the barb of inner surface 120; The A/F of described filling slot 150 is less than slot bottom width.Also that is to say, described outer anchor structure and interior anchor structure all can be in filling slot 150, fin or overhead structure any one or its combination.In each embodiment as shown in Figure 1, Figure 2 or shown in Fig. 3, namely outer anchor structure and interior anchor structure are filling slot structure, during concreting, Concrete Filled is in filling slot 150, A/F namely due to filling slot 150 after consolidation is less than slot bottom width and is formed spacing, thus making combined hollow module 100 be anchored in concrete, anchoring strength is high, not easily separated.
As shown in Figure 1 and Figure 5, wherein in an embodiment, the public department of assembly 131 of the raised type being arranged at described side end face is protruded in described public department of assembly 131, and described female department of assembly 132 is the female department of assembly 132 of concave matched with described male department of assembly 131.When producing prefabricated units, the male department of assembly of the raised type by a combined hollow module 100 131 inserts the female department of assembly 132 of concave of adjacent combined hollow module 100 and completes splicing.Its structure is simple, is convenient to processing, coordinates easy, be conducive to enhancing productivity.Certainly, in other embodiments the spacing object that cooperatively interacts, the male department of assembly of dentation or other occlusion structure and female department of assembly can also be adopted, as long as can be realized.
As shown in Figures 1 to 7, wherein in an embodiment, in the cavity 140 of combined hollow module 100, the longitudinal rib 160 connecting external surface 110 and inner surface 120 can be provided with.By arranging longitudinal rib 160, enhance the structural strength of combined hollow module 100, when producing prefabricated units and assembling, combined hollow module 100, not easily because of crimp, improves dependability.
Also refer to Fig. 1 to Fig. 7, wherein in an embodiment, described longitudinal rib 160 can arrange multiple, and multiple longitudinal rib 160 interval is arranged.Wherein, the longitudinal rib 160 near described public department of assembly 131 and public department of assembly 131 are symmetrical arranged, and every two adjacent longitudinal ribs 160 are symmetrically set, and are symmetrical arranged near longitudinal rib 160 and female department of assembly 132 of described female department of assembly 132.That is to say, the structure of longitudinal rib 160 is identical with the structure of male department of assembly 131 or female department of assembly 132, and be symmetrically set successively, this symmetrically arranged longitudinal rib 160 structure makes the load assignment of combined hollow module 100 balanced, anti-extrusion deformability improves further, further increases dependability.And symmetrically arranged longitudinal rib 160 structure makes this combined hollow module 100 in use except sliceable formation hollow layer, also can cut combined hollow module 100, remaining part after cutting also can coordinate with other combined hollow module 100 and splice, to form the prefabricated units needing width.Which further improves production convenience.
Wherein in an embodiment, combined hollow module 100 can also comprise the cross rib 170 of connection two adjacent longitudinal ribs 160.So, the structural strength of combined hollow module 100 is further increased.
As shown in Figure 2 and Figure 6, wherein in an embodiment, the longitudinal rib 160 of combined hollow module 100b and cross rib 170 enclose the sub-cavity covering and be formed with and split described cavity 140, have at least its external surface 110 of a sub-cavity or inner surface 120 lack and form the filling chamber 141 of opening.When preparing prefabricated units, Concrete Filled, to filling in chamber 141, further increases combined hollow module 100 and concrete anchored force.Should be noted that, because the outer concrete deck 200 of prefabricated units and interior concrete deck 300 are divided into hollow layer both sides, during production, outer concrete deck 200 and interior concrete deck 300 are separately built, so described filling chamber 141 is preferably arranged at the concrete one side of corresponding after-pouring, the coarse aggregate be beneficial in concrete is filled in chamber 141 as rubble is filled to, and avoids only mortar to flow into and fills chamber 141 and weaken combined hollow module 100 and concrete anchored force.
As shown in Fig. 3, Fig. 4 and Fig. 7, wherein in an embodiment, the cross rib 170 at filling chamber 141 place of combined hollow module 100c offers hole 171.So, concrete can enter by cross rib 170 institute another sub-cavity separated via hole 171, further improves combined hollow module 100 and concrete anchored force.Preferably, for making concrete fully fill, the smallest dimension of described hole 171 should be greater than the particle diameter of the coarse aggregate in concrete.
As shown in Figures 4 to 7, wherein in an embodiment, described prefabricated units can also comprise dowel 400.Described dowel 400 runs through described hollow layer, and dowel 400 two ends are anchored in outer concrete deck 200 and interior concrete deck 300 respectively.So further increase the adhesion of outer concrete deck 200, hollow layer and interior concrete deck 300, further increase the shear strength of prefabricated units.
As shown in Figure 6, in the embodiment having offered filling chamber 141, described dowel 400 preferably can be arranged at the position of filling chamber 141.Because combined hollow module 100 lacks at filling chamber 141 place external surface 110 or inner surface 120, when dowel 400 runs through combined hollow module 100, resistance is little, is convenient to operation, improves production efficiency.
In like manner, as shown in figs. 4 and 7, offered in the embodiment of hole 171 at cross rib 170, described dowel 400 preferably can be arranged at the position of hole 171, to reduce further to run through resistance, improves operating efficiency.Further preferably, dowel 400 structure being arranged at hole 171 place can be: described dowel 400 periphery is provided with limiting section 410, and the maximum dimension of described limiting section 410 is greater than the maximum dimension of described hole 171.So, by limiting section 410, described dowel 400 is placed restrictions in hole 171 place, avoids concreting and smash dowel 400 when shaking sinking.
As shown in Figure 8, wherein in an embodiment, the outer concrete deck 200 of described prefabricated units and/or interior concrete deck 300 are gone back layer and are connected to insulation layer 500 and/or decorative layer 600.Specifically, described outer concrete deck 200 can connect insulation layer 500 or decorative layer 600 by layer, can also connect insulation layer 500 and decorative layer 600 by layer successively; Described interior concrete deck 300 can also connect insulation layer 500 or decorative layer 600 by layer, or layer connects insulation layer 500 and decorative layer 600 successively.In the specific embodiment shown in Fig. 8, described outer concrete deck 200 successively layer is connected to adiabator layer and outer decorative layer 600.Outer concrete deck 200, adiabator layer and outer decorative layer 600 is by connector 700 anchor connection.Described connector 700 is fixed on outer decorative layer 600, run through described adiabator layer and embed and be anchored in described outer concrete deck 200.Manufacturing process can be: on platform mould, first lay the outer decorative layer 600 presetting connector 700, and outside outer decorative layer 600, finish coat is placed towards platform mould surface; Re-lay adiabator layer, by heat insulating material paving in outer decorative layer 600, make connector 700 run through heat insulating material; Build outer concrete deck 200 again, lay cage of reinforcement on adiabator layer surface, concreting, forms the outer concrete deck 200 of coated connector 700 end.So, the functional structures such as insulation, decoration can be formed on these prefabricated units in the lump in advance, expand the hollow prefabricated scope of application of the present invention, further increase site-assembled efficiency of assembling.
Wherein in an embodiment, described outer concrete deck 200 thickness can be 30-50mm, and described hollow layer thickness can be 80-100mm, and described interior concrete deck 300 thickness can be 30-50mm.The thickness of each layer can be arranged as required respectively, to obtain the prefabricated units of hollow rate and bearing strength reasonable balance.Such as, during as non-bearing inner wall panel, the outer concrete deck 200 of prefabricated units, hollow layer and interior concrete deck 300 thickness can elect 35mm as, 80mm, 35mm particularly respectively, and thickness of wall body like this is thin, and self load is little, and hollow rate is high.Again such as load-bearing internal partition wall use time, each layer thickness can elect 50mm as respectively, 100mm, 50mm, to improve strength of wall body.
The above embodiment only have expressed several embodiment of the present invention, and it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to the scope of the claims of the present invention.It should be pointed out that for the person of ordinary skill of the art, without departing from the inventive concept of the premise, can also make some distortion and improvement, these all belong to protection scope of the present invention.Therefore, the protection domain of patent of the present invention should be as the criterion with claims.
Claims (10)
1. a combined hollow module, is characterized in that, comprises the external surface that can adjoin with outer concrete deck, the inner surface that can adjoin with interior concrete deck, and both side ends, and described external surface, inner surface and side end enclose to cover and be formed with cavity;
Described external surface is provided with outer anchor structure;
Described inner surface is provided with interior anchor structure;
Side end described in one is formed with the public department of assembly of non-planar, and end side is formed with the female department of assembly matched with described male department of assembly.
2. combined hollow module according to claim 1, is characterized in that, described outer anchor structure is be opened in the filling slot of external surface, be convexly equipped in the fin of external surface, and/or is convexly equipped in the barb of external surface; Described interior anchor structure is be opened in the filling slot of inner surface, be convexly equipped in the fin of inner surface, and/or is convexly equipped in the barb of inner surface; The A/F of described filling slot is less than slot bottom width.
3. combined hollow module according to claim 1, is characterized in that, the public department of assembly of the raised type being arranged at described side end face is protruded in described public department of assembly, and described female department of assembly is the female department of assembly of concave matched with described male department of assembly.
4. combined hollow module according to claim 1, is characterized in that, is provided with the longitudinal rib connecting external surface and inner surface in described cavity.
5. combined hollow module according to claim 4, it is characterized in that, comprise multiple spaced described longitudinal rib, longitudinal rib near described public department of assembly and described public department of assembly are symmetrical arranged, every two adjacent described longitudinal ribs are symmetrically set, and the longitudinal rib near described female department of assembly and described female department of assembly are symmetrical arranged.
6. combined hollow module according to claim 5, is characterized in that, also comprises the cross rib of connection two adjacent longitudinal ribs.
7. combined hollow module according to claim 6, is characterized in that, described longitudinal rib and cross rib enclose the sub-cavity covering and be formed with the described cavity of segmentation, has at least described its external surface of sub-cavity or inner surface lack and form the filling chamber of opening.
8. prefabricated units, is characterized in that, comprise outer concrete deck, interior concrete deck, and are coated on the hollow layer between outer concrete deck and interior concrete deck;
Described hollow layer is by a combined hollow module generation as described in claim 1 ~ 7 any one, or be spliced to form by two and the above combined hollow module, its every two adjacent combined hollow modules of the hollow layer be spliced to form by two and the above combined hollow module are by the cooperation splicing of male department of assembly and female department of assembly; Described hollow layer by outer anchor structure and interior anchor structure respectively with outer concrete deck and the anchoring of interior concrete deck.
9. prefabricated units according to claim 8, is characterized in that, also comprise dowel, and described dowel runs through described hollow layer, and described dowel two ends are anchored in outer concrete deck and interior concrete deck respectively.
10. prefabricated units according to claim 8, is characterized in that, described outer concrete deck and/or interior concrete deck also layer are connected to insulation layer and/or decorative layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510106106.4A CN104695619B (en) | 2015-03-11 | 2015-03-11 | Combined hollow module and the prefabricated components comprising the module |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510106106.4A CN104695619B (en) | 2015-03-11 | 2015-03-11 | Combined hollow module and the prefabricated components comprising the module |
Publications (2)
| Publication Number | Publication Date |
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| CN104695619A true CN104695619A (en) | 2015-06-10 |
| CN104695619B CN104695619B (en) | 2017-06-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510106106.4A Expired - Fee Related CN104695619B (en) | 2015-03-11 | 2015-03-11 | Combined hollow module and the prefabricated components comprising the module |
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| Country | Link |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882299A (en) * | 2017-12-29 | 2018-04-06 | 福州启辰阳光建材有限公司 | A kind of integrated wall plate |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN86106157A (en) * | 1986-07-29 | 1988-02-10 | 约瑟·科尔霍·多斯·森托斯 | Assembling building block and use the building method of this building block |
| FR2896810A1 (en) * | 2006-01-27 | 2007-08-03 | Knauf Soc Par Actions Simplifi | Structural element e.g. formwork panel, for constructing wall, has opening and cavity of groove forming housing for attached longitudinal element, and transverse section of groove having variable dimensions along longitudinal direction |
| CN201103192Y (en) * | 2007-10-16 | 2008-08-20 | 中国京冶工程技术有限公司 | Lattice type cavity infill panel |
| CN102003036A (en) * | 2007-12-21 | 2011-04-06 | 邱则有 | Light wallboard |
-
2015
- 2015-03-11 CN CN201510106106.4A patent/CN104695619B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN86106157A (en) * | 1986-07-29 | 1988-02-10 | 约瑟·科尔霍·多斯·森托斯 | Assembling building block and use the building method of this building block |
| FR2896810A1 (en) * | 2006-01-27 | 2007-08-03 | Knauf Soc Par Actions Simplifi | Structural element e.g. formwork panel, for constructing wall, has opening and cavity of groove forming housing for attached longitudinal element, and transverse section of groove having variable dimensions along longitudinal direction |
| CN201103192Y (en) * | 2007-10-16 | 2008-08-20 | 中国京冶工程技术有限公司 | Lattice type cavity infill panel |
| CN102003036A (en) * | 2007-12-21 | 2011-04-06 | 邱则有 | Light wallboard |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882299A (en) * | 2017-12-29 | 2018-04-06 | 福州启辰阳光建材有限公司 | A kind of integrated wall plate |
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| Publication number | Publication date |
|---|---|
| CN104695619B (en) | 2017-06-16 |
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