CN202273369U - Wall body hanging plate and wall body structure - Google Patents
Wall body hanging plate and wall body structure Download PDFInfo
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- CN202273369U CN202273369U CN2011203443520U CN201120344352U CN202273369U CN 202273369 U CN202273369 U CN 202273369U CN 2011203443520 U CN2011203443520 U CN 2011203443520U CN 201120344352 U CN201120344352 U CN 201120344352U CN 202273369 U CN202273369 U CN 202273369U
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- link plate
- wall
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- wall link
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Abstract
The utility model discloses a wall body hanging plate, which comprises a hanging plate body (20), wherein a groove (13a) is formed on the side surface in the thickness direction of the hanging plate body (20). After the arrangement of the groove on the side surface of the hanging plate body, the in-site grooving work procedure can be omitted during the wall body hanging plate installation, the power cutoff is not needed, and the safety of the in-site construction is improved. The utility model also provides a wall body structure comprising the wall body hanging plate.
Description
Technical field
The utility model relates to building field, particularly, relates to a kind of body of wall link plate and a kind of wall body structure that comprises this body of wall link plate.
Background technology
The body of wall link plate is meant on the external surface that is hung on existing body of wall, thereby utilizes this body of wall link plate to make traditional building structure have energy-conservation, moisture preserving function.In addition, utilize the body of wall link plate decorative effect to be provided for body of wall.The body of wall link plate also can directly be configured to the part of body of wall in making up the body of wall process.
At present, common mode through cladding installation is provided with link plate or decorative panel on the body of wall of building.In the process of cladding installation, need on body of wall, carry out scene fluting, perforate etc. usually.Cut saw equipment and rig etc. and need use when on-the-spot fluting, perforate, therefore need draw.Thereby make site operation have potential safety hazard, especially when the construction floor was higher, this potential safety hazard was obvious more.
Therefore, how easily the installing wall body link plate becomes the technical problem that this area needs to be resolved hurrily.
The utility model content
The purpose of the utility model provides a kind of body of wall link plate, and the erection procedure of this body of wall link plate is comparatively simple.In addition, the utility model also provides a kind of wall body structure that comprises said body of wall link plate.
To achieve these goals, an aspect as the utility model provides a kind of body of wall link plate, and this body of wall link plate comprises the link plate main body, wherein, is formed with groove on the side of this link plate body thickness direction.
Preferably, said groove is a plurality of, and these a plurality of grooves are formed on the upper surface and lower surface of this link plate main body along the length direction of said link plate main body.
Preferably, said link plate main body has and a plurality of one to one notch parts of said a plurality of grooves, and these a plurality of notch parts are formed with on the upper surface and lower surface of said link plate main body, so that said groove is exposed to the outside through said notch part.
Preferably, this body of wall link plate also comprises the link plate skeleton that is embedded in the said link plate main body.
Preferably, said link plate skeleton has interconnecting piece, and said groove is formed in the said interconnecting piece.
Preferably, said link plate skeleton comprises many cross binding beams and many longitudinal bracing beams that are fixedly connected with these many cross binding beams.
Preferably, said many cross binding beams and said many longitudinal bracing beams are connected to " well " font.
Preferably, said many longitudinal bracing beams are two, and said many cross binding beams are fixedly connected between said two longitudinal bracing beams, and said interconnecting piece is fixed on the outside of said longitudinal bracing beam.
Preferably, the said link plate main body of said body of wall link plate comprises bottom and surface layer, and said groove is arranged in the said surface layer.
Another aspect as the utility model provides a kind of wall body structure, and this wall body structure comprises:
At least two load-bearing pillars, these at least two load-bearing pillars are vertically set up on the ground at each interval;
With adjacent two interconnected connecting rods of load-bearing pillar;
A plurality of body of wall link plates, these a plurality of body of wall link plates lay respectively at the inboard and the outside of said load-bearing pillar;
Wherein, said body of wall link plate is the above-mentioned body of wall link plate that the utility model provided, and said wall body structure also comprises syndeton, and the part of said syndeton is inserted in the groove of said body of wall link plate, and another part is fixed on the said connecting rod.
Preferably, the said surface layer of said body of wall link plate is towards the outside of said wall body structure.
Preferably, said syndeton comprises suspension member, this suspension member comprise base portion and with this base portion connecting portion connected vertically, said base portion inserts in the said groove of said body of wall link plate, said connecting portion links to each other with said connecting rod.
Preferably, the said base portion and the said connecting portion of said suspension member form the T font, and said base portion matches with the said groove of neighbouring any two said body of wall link plates respectively.
Preferably, the part of the said connecting portion of said suspension member is positioned at two spaces that said notch part surrounds of two corresponding neighboring walls link plates.
Preferably, said syndeton also comprises the outer connector that links to each other with said connecting rod, and the connecting portion that is positioned at two suspension members of sustained height in said load-bearing pillar both sides links to each other through corresponding outer connector.
Preferably; Said syndeton also comprises securing member; The middle part of said outer connector is formed with elongate slots; This elongate slots runs through this outer connector on the thickness direction of said outer connector, said securing member passes said elongate slots, and the connecting portion that is positioned at two suspension members of sustained height in said load-bearing pillar both sides is fixed on the corresponding outer connector through said securing member.
Preferably, between the said body of wall link plate of said load-bearing pillar both sides, be filled with heat insulating material.
After on the side of link plate main body groove being set, during the installing wall body link plate, can save the operation of on-the-spot fluting, need not to draw electricity, improved the safety of site operation.
Other feature and advantage of the utility model will partly specify in the specific embodiment subsequently.
Description of drawings
Accompanying drawing is the further understanding that is used to provide the utility model, and constitutes the part of manual, is used to explain the utility model with the following specific embodiment, but does not constitute the restriction to the utility model.In the accompanying drawings:
During Fig. 1 according to the body of wall link plate schematic perspective view of a kind of embodiment of the utility model;
Fig. 2 is the body of wall link plate shown in Fig. 1 and lateral view sketch map after syndeton links to each other;
The schematic perspective view of the installation site of the interconnecting piece of syndeton and suspension member shown in Fig. 3 Fig. 2;
Fig. 4 is the perspective view that figure is used for the link plate skeleton of the described body of wall link plate of the utility model; With
Fig. 5 is the sketch map according to the body of wall of a kind of embodiment of the utility model, has the body of wall link plate shown in Fig. 1 in this body of wall.
Description of reference numerals
10 link plate skeletons, 11 cross binding beams
12 longitudinal bracing beams, 13 interconnecting pieces
20 link plate main bodys, 21 notch parts
30 suspension members, 40 outer connectors
41 elongate slots, 50 load-bearing pillars
60 connecting rods, 70 body of wall link plates
80 syndeton 13a grooves
30a base portion 30b connecting portion
The specific embodiment
Be elaborated below in conjunction with the specific embodiment of accompanying drawing to the utility model.Should be understood that the specific embodiment described herein only is used for explanation and explains the utility model, is not limited to the utility model.
In the utility model, not do under the situation of opposite explanation, the length direction of body of wall link plate is meant the X-direction among Fig. 1, and the thickness direction of body of wall link plate is meant the Y direction among Fig. 1, and short transverse is meant the Z-direction among Fig. 1." on " be meant that along the positive direction of Z axle among Fig. 1, D score is meant along the negative direction of Z axle among Fig. 1.
As shown in fig. 1, the utility model provides a kind of body of wall link plate, and this body of wall link plate comprises link plate main body 20, wherein, is formed with groove 13a on the side of these link plate main body 20 thickness directions.
When the precast wall body link plate; Can be in advance on the thickness direction of the link plate main body 20 of body of wall link plate prefabricated groove 13a; Thereby through the described body of wall link plate assembling of the utility model body of wall the time, no longer need on-the-spot fluting, utilize groove 13a to fix the body of wall link plate.For example, in the body of wall shown in Fig. 5, through suspension member being inserted among the groove 13a, be connected with connecting rod between the load-bearing pillar 50 through the body of wall link plate.
For the body of wall link plate is firmly fixed more, preferably, groove 13a can be for a plurality of, and these a plurality of groove 13a are formed on the upper surface and lower surface of link plate main body 20 along the length direction of link plate main body 20, and are as shown in fig. 1.Certainly, the set-up mode of groove 13a is not limited to the mode shown in Fig. 1, for example, can also be arranged on along the short transverse (Z-direction) of body of wall link plate on the side of thickness direction of link plate main body 20.Specifically can confirm the position of offering of groove 13a according to the installation situation at scene.
Link plate main body 20 can be processed by any suitable material, and for example, link plate main body 20 can be formed through the back curing of cementing agent bonding by aggregate.
Shown in Fig. 2 and Fig. 5, when the body of wall link plate is assembled into body of wall, need to cooperate with groove 13a through suspension member; And be fixed on the connecting rod, in order to reduce the slit between the adjacent body of wall link plate, make the wall body structure of acquisition closely knit; Preferably; Link plate main body 20 has a plurality of one to one notch parts 21 with a plurality of groove 13a, and these a plurality of notch parts 21 are formed with on the upper surface and lower surface of link plate main body 20, so that groove 13a is exposed to the outside through notch part 21.At least a portion of suspension member can not have influence on the cooperation between the neighboring walls link plate in notch part 21.In Fig. 1, the length that notch part 21 extends along the Y direction both can equal the length that link plate main body 20 is extended along the Y direction, also can be less than the length of link plate main body 20 along the extension of Y direction.Preferably, the length that notch part 21 extends along the Y direction less than link plate main body 20 along the length that the Y direction is extended, thus after making that the body of wall link plate is assembled into wall body structure, the external surface of this wall body structure forms a complete whole, makes wall body structure more attractive in appearance.And when the body of wall link plate assembled according to the wall body structure shown in Fig. 5, the heat insulating material that can also prevent to be arranged between the body of wall link plate of load-bearing pillar 50 both sides overflowed.
In order to increase the intensity of body of wall link plate, preferably, the described body of wall link plate of the utility model can also comprise the link plate skeleton 10 that is embedded in the said link plate main body 20.When the precast wall body link plate, can earlier link plate skeleton 10 be embedded in the material of processing link plate main body 20, obtain the body of wall link plate through solidifying then.
Link plate skeleton 10 can be processed by steel, also can be processed by lighter alloy materials such as aluminium alloyss, as long as can be in link plate main body 20 inside, the intensity of body of wall link plate is played humidification get final product.
As shown in Figure 3, in order to strengthen the bond strength between suspension member and the groove 13a, preferably, link plate skeleton 10 can have interconnecting piece 13, and groove 13a is formed in the said interconnecting piece 13.Compare with link plate main body 20, interconnecting piece 13 can have higher intensity, is enough to bear the weight of link plate main body 20, is difficult for being damaged by the suspension member that links to each other with this interconnecting piece 13.Shown in Fig. 3 and Fig. 4, interconnecting piece can be middle cuboid hull shape spare with groove 13a.Can interconnecting piece 13 be fixed on the link plate skeleton 10 through the mode of welding, also can interconnecting piece 13 be fixed on the link plate skeleton 10 through securing member.
Link plate skeleton 10 can have various ways, also for interconnecting piece 13 effect that the basis is installed is provided as long as can play the overall structure that supports the body of wall link plate.For example, link plate skeleton 10 can be grid-like part, and this grid-like part can be processed by rigid rod.
As shown in Figure 3, preferably, link plate skeleton 10 can comprise many cross binding beams 11 and many longitudinal bracing beams 12 that are fixedly connected with these many cross binding beams 11.Usually cross binding beam 11 is rigid rod with longitudinal bracing beam 12, to obtain higher structural strength.For example, the material of said cross binding beam 11 and longitudinal bracing beam 12 can be various metals (like steel, aluminium alloys etc.), also can be various nonmetals, like the engineering plastics of rigidity etc.
Preferably, cross binding beam 11 is connected to " well " font with longitudinal bracing beam 12, to give the body of wall link plate equally distributed supporting role is provided.At this moment, interconnecting piece 13 can be fixed on the end of cross binding beam 11 and/or longitudinal bracing beam 12, and the outlet of the groove 13a that is formed in the interconnecting piece 13 is exposed on the side of thickness direction of link plate main body 20 get final product.
Preferably, as shown in Figure 3, many longitudinal bracing beams 12 can be two, and many cross binding beams 11 are fixedly connected between said two longitudinal bracing beams 12, and said interconnecting piece 13 is fixed on the outside of said longitudinal bracing beam 12.The structure shown in Fig. 3 that adopts link plate skeleton 10 can improve the bond strength of interconnecting piece 13 and longitudinal bracing beam 12, makes the interconnecting piece can the heavier body of wall link plate of supported weight.
Certainly; Link plate skeleton 10 is not limited to the structure shown in Fig. 3, for example, and in the link plate skeleton 10 shown in Fig. 3; Can also between two longitudinal bracing beams 12, many longitudinal bracing beams 12 be set, to improve the bulk strength of link plate skeleton 10 in the both sides of this link plate skeleton 10.
In order to make the described body of wall link plate of the utility model have excellent fireproof performance, preferably, link plate main body 20 can comprise surface layer and bottom, and this bottom is that mixture through will containing the aggregate and first cementing agent is through solidifying to form; Said first cementing agent is the fireproof bonding agent.
Preferably, the thickness of said bottom is the 5-100 millimeter, so that the fireproof performance of the described body of wall link plate of the utility model is best.
Said fireproof bonding agent refers to and variously can be used to the said aggregate that bonds, and has excellent fire prevention, the cementing agent of flame retardant effect.Preferably, said fireproof bonding agent is selected from one or more in cement, silica gel, water glass, magnesium hydroxide, potassium silicate, aluminium matter ceramic powder, attapulgite clay, calcining magnesite and the phosphate-based cementing agent.Further preferably, said fireproof bonding agent is selected from one or more in cement, silica gel and the water glass, so that the described body of wall link plate of the utility model obtains best fireproof performance.
The utility model has no particular limits the kind of said aggregate; Can be the various aggregates that can be used for forming the body of wall link plate and have excellent fire-retardancy known in the field; Preferably; Said aggregate can be selected from one or more in granular polystyrene, mineral wool, haydite, perlite, expanded vermiculite, glass bead, sand and the stone, further is preferably granular polystyrene.The average particulate diameter of said aggregate can in very large range change, and can select the aggregate size that is fit to according to actual needs, and under the preferable case, the average particulate diameter of said aggregate is the 0.005-2 millimeter, further is preferably the 0.1-1 millimeter.
Preferably, said surface layer be mixture through will containing the overlay film silica sand and second cementing agent through solidifying to form, with respect to the overlay film silica sand of 100 weight portions, the content of said second cementing agent is the 0.5-15 weight portion; The thickness of said surface layer is the 3-10 millimeter.
The utility model has no particular limits said second selection of binder; Can be the various cementing agents that can be used for forming the surface layer of body of wall link plate known in the field; Preferably, said second cementing agent can be selected from one or more in phenolic resins, epoxy resin, polyurethane resin, water glass, cement, silica gel and the phosphate-based cementing agent.
Preferably, groove 13a can be arranged in the said surface layer.When the body of wall link plate was assembled into wall body structure, the surface layer of body of wall link plate was provided with outwardly.Groove 13a is arranged in the surface layer, in groove 13a, connector is set, so that the body of wall link plate is assembled into wall body structure.At this moment, bottom and the surface layer between groove 13a and bottom part is born the pressure of connector to the body of wall link plate jointly.Groove 13a is arranged on prevents in the surface layer that the body of wall link plate from breaking because of stressed.
As shown in Figure 5, the another one aspect as the utility model also provides a kind of wall body structure, and this wall body structure comprises:
At least two load-bearing pillars 50, these at least two load-bearing pillars 50 are vertically set up on the ground at each interval;
With adjacent two load-bearing pillars, 50 interconnected connecting rods 60;
A plurality of body of wall link plates 70, these a plurality of body of wall link plates 70 lay respectively at the inboard and the outside of said load-bearing pillar 50, and are connected with this load-bearing pillar 50;
Wherein, body of wall link plate 70 is the above-mentioned body of wall link plate that the utility model provided, and said wall body structure also comprises syndeton 80, and the part of said syndeton 80 is inserted among the groove 13a of body of wall link plate 70, and another part is fixed on the said connecting rod 60.
Load-bearing pillar 50 is vertically set up on the ground; Here the explanation of relative broad range should be done in so-called ground; Promptly this ground not only comprises the earth (the big ground that load-bearing pillar 50 can directly be set up), also comprises any building foundation, like the ground of any one deck in the highrise building building.Load-bearing pillar 50 can be set up on the ground in several ways, as burying underground in advance, piles up on the ground and forms etc., can also be on the ground direct welded steel pipe and form load-bearing pillar 50.The main effect of load-bearing pillar 50 is to support and carry gravitational load, thereby load-bearing pillar 50 has higher structural strength usually.
Though the load-bearing pillar 50 shown in Fig. 5 has 2, also can there be 4 or more a plurality of.Load-bearing pillar 50 can be various forms of load-bearing pillars, like encased structures or steel work.The cross sectional shape of load-bearing pillar 50 can be for the shape of any appropriate, like polygon.But preferably, be connected for the ease of connecting rod 60, preferably, the cross sectional shape of load-bearing pillar 50 is rectangle, and is as shown in Figure 5.
The application scenario of the wall body structure that the utility model is related includes but not limited to: thus the body of wall link plate 70 formation wall body structures that utilize at least two load-bearing pillars 50 and be positioned at load-bearing pillar 50 both sides, so that the inner space of building is separated.
Usually, the surface layer of body of wall link plate 70 is towards the outside of said wall body structure.
For the ease of body of wall link plate 70 is connected on the connecting rod 60; Preferably; Syndeton 80 can comprise suspension member 30; This suspension member 30 comprise base portion 30a and with this base portion 30a connecting portion 30b connected vertically, base portion 30a inserts among the said groove 13a of interconnecting piece 13, connecting portion 30b links to each other with connecting rod 60.
The base portion 30a of suspension member 30 can be connected mutually with connecting portion 30b through securing member, also can be connected mutually with connecting portion 30b through the mode of welding.Certainly, preferably, in order to improve the intensity of suspension member 30, base portion 30a and connecting portion 30b are integrally formed through the mode of casting.In the utility model, the material of processing suspension member 30 is not had specific (special) requirements, as long as can be connected between body of wall link plate 70 and the connecting rod, and the weight of support body of wall link plate gets final product.For example, suspension member 30 can be by metal material, like cast iron, aluminium silicon magnesium, stainless steel etc., or nonmetals, process like materials such as glass fiber reinforced plastic.
Preferably, as shown in Figure 4, the said base portion 30a and the connecting portion 30b of suspension member 30 form the T font.The advantage that suspension member 30 forms the T font is, base portion 30a can be respectively matches with the groove 13a of neighbouring any two body of wall link plates 70.Thereby component required when the described wall body structure of the utility model assembles have been reduced.And, need not to be provided with cementing agent etc. between two neighbouring body of wall link plates 70 two body of wall link plates 70 connected mutually.
Usually, neighbouring any two body of wall link plates 70 contacted lip-deep notch parts 21 relative to each other, thereby make the part of the connecting portion 30b of suspension member 30 be positioned at two spaces that notch part 21 surrounds of two corresponding neighboring walls link plates 70.As shown in Figure 5; Notch part 21 is set on body of wall link plate 70 can make the part of the connecting portion 30b of suspension member 30 be positioned at the space that two notch parts 21 are surrounded; Thereby two neighbouring body of wall link plates 70 are fitted tightly; Make the described wall body structure of the utility model compact more, and increased the intensity of the described wall body structure of the utility model.
Body of wall link plate 70 can directly link to each other with connecting rod 60 through the connecting portion 30b of suspension member 30.For example, on connecting portion 30b and connecting rod 60, offer through hole respectively, utilize bolt that suspension member 30 is fixedly connected with connecting rod 60.
Preferably; Syndeton 80 can also comprise the outer connector 40 that links to each other with connecting rod 60; And the connecting portion 30b that is positioned at two suspension members 30 of sustained height in load-bearing pillar 50 both sides links to each other through corresponding outer connector 40; Thereby increased the intensity that makes whole wall body structure, and made wall body structure more stable.
When outer connector 40 is linked to each other with the body of wall link plate 70 that lays respectively at load-bearing pillar 50 both sides, can perforate be set respectively at the two ends of outer connector 40, and the suspension member 30 that will be positioned at these outer connector 40 both sides through perforate is fixedly connected with connecting rod 60.Preferably; Reduction is to the requirement of machining accuracy; Syndeton 80 also comprises securing member, and the middle part of outer connector 40 is formed with elongate slots 41, and this elongate slots 41 runs through this outer connector 40 on the thickness direction of outer connector 40; Said securing member passes elongate slots 41, and the connecting portion 30b that is positioned at two suspension members 30 of sustained height in load-bearing pillar 50 both sides is fixed on the corresponding outer connector 40 through said securing member.Can adopt with suspension member 30 identical materials and process outer connector 40.
Shown in Fig. 2 and Fig. 5, elongate slots 41 can be that two ends are the strip groove of semicircle, and certainly, elongate slots 41 can also be a rectangular channel.Said securing member can be the modal screws, bolts in this area.
Preferably, can be at fill insulant material between the body of wall link plate 70 of load-bearing pillar 50 both sides, required energy consumption when reducing winter heating, thus reach effect in energy saving and environmental protection.
Claims (17)
1. body of wall link plate, this body of wall link plate comprises link plate main body (20), it is characterized in that, is formed with groove (13a) on the side of this link plate main body (20) thickness direction.
2. body of wall link plate according to claim 1 is characterized in that, said groove (13a) is a plurality of, and these a plurality of grooves (13a) are formed on the upper surface and lower surface of this link plate main body (20) along the length direction of said link plate main body (20).
3. body of wall link plate according to claim 2; It is characterized in that; Said link plate main body (20) has and a plurality of one to one notch parts of said a plurality of grooves (13a) (21); These a plurality of notch parts (21) are formed with on the upper surface and lower surface of said link plate main body (20), so that said groove (13a) is exposed to the outside through said notch part (21).
4. body of wall link plate according to claim 1 is characterized in that, this body of wall link plate also comprises the link plate skeleton (10) that is embedded in the said link plate main body (20).
5. body of wall link plate according to claim 4 is characterized in that, said link plate skeleton (10) has interconnecting piece (13), and said groove (13a) is formed in the said interconnecting piece (13).
6. body of wall link plate according to claim 5 is characterized in that, said link plate skeleton (10) comprises many cross binding beams (11) and the many longitudinal bracing beams (12) that are fixedly connected with these many cross binding beams (11).
7. body of wall link plate according to claim 6 is characterized in that, said many cross binding beams (11) and said many longitudinal bracing beams (12) are connected to " well " font.
8. body of wall link plate according to claim 6; It is characterized in that; Said many longitudinal bracing beams (12) are two, and said many cross binding beams (11) are fixedly connected between said two longitudinal bracing beams (12), and said interconnecting piece (13) is fixed on the outside of said longitudinal bracing beam (12).
9. according to any described body of wall link plate in the claim 1 to 8, it is characterized in that the said link plate main body (20) of said body of wall link plate comprises bottom and surface layer, said groove (13a) is arranged in the said surface layer.
10. wall body structure, this wall body structure comprises:
At least two load-bearing pillars (50), these at least two load-bearing pillars (50) are vertically set up on the ground at each interval;
With the interconnected connecting rods of adjacent two load-bearing pillars (50) (60);
A plurality of body of wall link plates (70), these a plurality of body of wall link plates (70) lay respectively at the inboard and the outside of said load-bearing pillar (50);
It is characterized in that; Said body of wall link plate (70) is any described body of wall link plate in the claim 1 to 9; Said wall body structure also comprises syndeton (80); The part of said syndeton (80) is inserted in the groove (13a) of said body of wall link plate (70), and another part is fixed on the said connecting rod (60).
11. wall body structure according to claim 10 is characterized in that, the said surface layer of said body of wall link plate (70) is towards the outside of said wall body structure.
12. according to claim 10 or 11 described wall body structures; It is characterized in that; Said syndeton (80) comprises suspension member (30); This suspension member (30) comprise base portion (30a) and with this base portion (30a) connecting portion connected vertically (30b), said base portion (30a) inserts in the said groove (13a) of said body of wall link plate (70), said connecting portion (30b) links to each other with said connecting rod (60).
13. wall body structure according to claim 12; It is characterized in that; The said base portion (30a) and the said connecting portion (30b) of said suspension member (30) form the T font, and said base portion (30a) matches with the said groove (13a) of neighbouring any two said body of wall link plates (70) respectively.
14. wall body structure according to claim 13 is characterized in that, the part of the said connecting portion (30b) of said suspension member (30) is positioned at the space that two said notch parts (21) of corresponding two neighboring walls link plates (70) surround.
15. wall body structure according to claim 13; It is characterized in that; Said syndeton (80) also comprises the outer connector (40) that links to each other with said connecting rod (60), and the connecting portion (30b) that is positioned at two said suspension members (30) of sustained height in said load-bearing pillar (50) both sides links to each other through corresponding outer connector (40).
16. wall body structure according to claim 15; It is characterized in that; Said syndeton (80) also comprises securing member; The middle part of said outer connector (40) is formed with elongate slots (41); This elongate slots (41) runs through this outer connector (40) on the thickness direction of said outer connector (40), said securing member passes said elongate slots (41), and the connecting portion (30b) that is positioned at two suspension members (30) of sustained height in said load-bearing pillar (50) both sides is fixed on through said securing member on the corresponding outer connector (40).
17. according to any described wall body structure in the claim 10 to 16, it is characterized in that, be positioned between the said body of wall link plate (70) of said load-bearing pillar (50) both sides and be filled with heat insulating material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203443520U CN202273369U (en) | 2011-09-14 | 2011-09-14 | Wall body hanging plate and wall body structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203443520U CN202273369U (en) | 2011-09-14 | 2011-09-14 | Wall body hanging plate and wall body structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202273369U true CN202273369U (en) | 2012-06-13 |
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ID=46193735
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203443520U Expired - Fee Related CN202273369U (en) | 2011-09-14 | 2011-09-14 | Wall body hanging plate and wall body structure |
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| Country | Link |
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| CN (1) | CN202273369U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013037290A1 (en) * | 2011-09-14 | 2013-03-21 | 北京仁创科技集团有限公司 | Wall-hanging panel and wall structure |
| CN107268803A (en) * | 2017-07-18 | 2017-10-20 | 吉林建筑大学 | Only there is the connection method of flat out of plane constraint a kind of out-hung panel bottom to wallboard |
| CN109610687A (en) * | 2018-12-21 | 2019-04-12 | 江苏兄弟智能家居有限公司 | A kind of wall of ready cut house |
-
2011
- 2011-09-14 CN CN2011203443520U patent/CN202273369U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013037290A1 (en) * | 2011-09-14 | 2013-03-21 | 北京仁创科技集团有限公司 | Wall-hanging panel and wall structure |
| CN102995852A (en) * | 2011-09-14 | 2013-03-27 | 北京仁创科技集团有限公司 | Wall-body hanging plate and wall-body structure |
| CN102995852B (en) * | 2011-09-14 | 2017-02-15 | 北京仁创科技集团有限公司 | Wall-body hanging plate and wall-body structure |
| CN107268803A (en) * | 2017-07-18 | 2017-10-20 | 吉林建筑大学 | Only there is the connection method of flat out of plane constraint a kind of out-hung panel bottom to wallboard |
| CN107268803B (en) * | 2017-07-18 | 2023-03-14 | 吉林建筑大学 | Connecting method for external wall board with out-of-plane constraint on wall board only at bottom end |
| CN109610687A (en) * | 2018-12-21 | 2019-04-12 | 江苏兄弟智能家居有限公司 | A kind of wall of ready cut house |
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Granted publication date: 20120613 Termination date: 20190914 |