CN1259490C - Building model net wall structural element - Google Patents
Building model net wall structural element Download PDFInfo
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- CN1259490C CN1259490C CN 200310116873 CN200310116873A CN1259490C CN 1259490 C CN1259490 C CN 1259490C CN 200310116873 CN200310116873 CN 200310116873 CN 200310116873 A CN200310116873 A CN 200310116873A CN 1259490 C CN1259490 C CN 1259490C
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- articulated
- template
- body construction
- wall body
- lay wire
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Abstract
The present invention discloses a building model net wall structural element which comprises two template walls arranged face to face, connecting members are hinged, and the two template walls are stacked and connected at a definite distance. The present invention is characterized in that one template wall is a steel net, and the other template wall is a light composite plate. The light composite plate is used for replacing a steel net with V ribs at one side of the traditional DIPY building model net, a heat insulating layer can be added, and a heat insulating type building model net member is made; the site construction is carried out according to the construction technology of the traditional DIPY building model net, after the concrete is deposited, the side which is provided with the high strength light composite plate can be directly decorated, and the other side can be processed as a usual wall. The Kangfang DIPY building model net wall structure shortens the construction period.
Description
Technical field
The present invention relates to a kind of new construction material, specifically, relate to a kind of architectural lay wire wall body construction with template function.
Background technology
When building concrete wall, traditional way is to utilize the template that is oppositely arranged face-to-face, placing of concrete in the volume that template defined, connect by connecting rod between the template, connecting rod is crossed locking by the outer locking piece of template wall, after concrete setting, reclaim template, take out locking piece.Imbed the connecting rod in the concrete or stay within the walls or take out, but its intensity to body of wall no longer cuts any ice, but also the intensity of body of wall is weakened.
Using a kind of DIPY construction formwork mesh at present, is the new construction material from external introduction, and this lay wire is directly to produce lay wire in blocks by requirement for height in factory, and first pouring concrete behind the on-site consolidation has been widely used in multilayer and small sized multiple story building.This lay wire is behind concreting, need not remove, abandon and be placed in the body of wall, concrete intensity and template strength superimposed constituted metope intensity, Chinese patent CN1073185C promptly discloses a kind of template that is used to prepare concrete wall, it comprises two templates that are provided with face-to-face, the part that is articulated and connected links together two templates, make two template walls keep connection status, so that make the certain at interval distance of template wall, thereby the reception packing material perhaps makes template wall close up so that store and transport.
The advantage of this lay wire is, does not need the tamping operation behind the concreting, and, needn't remove, thereby reduce many workloads, abandon and be placed on the intensity that can increase body of wall in the body of wall.
But, if the expanded metal lath that has V-arrangement (or U-shaped) rib is all adopted on the two sides of this architectural lay wire, behind concreting, carry out interior external wall plastering by traditional handicraft again, carry out various decorations at last.Its workload is very big, in order to improve the planeness of the concrete wall surface after building, reduces the workload of surface plastering, proposes the invention.
Summary of the invention
The object of the present invention is to provide a kind of architectural lay wire wall body construction, it can keep the original effect of DIPY construction formwork mesh, can reduce simultaneously the work that handle on the surface of concrete wall again, and it further promotes the performance of DIPY construction formwork mesh, shortens construction period.
To achieve these goals, technical scheme of the present invention is: a kind of architectural lay wire wall body construction, it comprises two template walls that are provided with face-to-face, be articulated and connected part with keep at a certain distance away ground and can fold also and link together of two template walls, it is characterized in that: a described template wall is an expanded metal lath, and another template wall is a light composite board.
Described light composite board be calcium silicate board, fiber cement board, lightweight lime plate, PLASTIC LAMINATED one of them.
The described part that is articulated and connected is formed for being flexuose length bar assembly substantially, the length bar assembly of each bending is provided with and is the staggered relative part of spread pattern, the both sides of each described relative part all have the pull bar that tilts in opposite direction connecting, the relative part that is staggered of all length bar assemblies is parallel to each other, and is connected with described template wall.
The described part that is articulated and connected is formed for the length bar assembly that is ladder-shaped substantially, have two long poles that be arranged in parallel, several vertical short member vertically or obliquely link together two horizontal long poles, and described long pole is articulated in the inboard of described template wall.
The described part that is articulated and connected is to be hinged on the template wall by fixture, and the feasible part that is articulated and connected has degree of freedom on the direction that the hinge axes around described relative part or long pole formation rotates.
The described part that is articulated and connected be hinged on vertical ribs that template wall links together on fixture on.
Two relative straight line portioies of the described part that is articulated and connected or long pole are to be placed between vertical ribs and the template wall.
Described vertical ribs is to be placed between two the relative straight line portioies and template wall of the part that is articulated and connected, or between long pole and the template wall.
The fixture of described two relative straight line portioies that are used for the hinged described part that is articulated and connected or long pole is provided in a side of vertical ribs, towards the hinged bail of template wall one side.
The fixture of described two relative straight line portioies that are used for the hinged described part that is articulated and connected or long pole is provided in a side of the hinged bail of vertical ribs, hinged described part one side that is articulated and connected.
The cross section that the flat board that described vertical ribs is a longitudinal extension is pressed into is
Or the rib shape of shape, described ribs open side is towards the part that is articulated and connected.
Link together by tapping screw between described light composite board and the ribs; The butt hook of going out by tapping screw or Flexible Connector or between the ribs between described expanded metal lath and the ribs links together.
Inboard at described light composite board further is provided with an insulation layer.
The present invention is owing to adopt technique scheme, a side expanded metal lath that light composite board is replaced described DIPY construction formwork mesh, thereby form a novel construction material, it has kept the performance and the advantage of lay wire itself, and, can on the light composite board face, directly carry out various decorations, reduced the operation of plastering, shorten construction period, promote the performance of traditional DIPY construction formwork mesh.
Further light composite board can adopt the calcium silicate having high strength plate, and it has the effect of protection against the tide, fire prevention, sound insulation.
Architectural lay wire wall body construction of the present invention has kept the advantage of original DIPY construction formwork mesh wall, and pouring concrete after the assembly unit of batch production production scene is Open architecture, and on-the-spot pouring concrete need not shake and smashes self-compaction.Solve the cracking problem after plastering in the insulating layer of external wall outside, improved exterior wall intensity.The site operation cycle shortens.Inner directly decoratable finishing has protection against the tide, fire-proof function.
Be provided with insulation layer in the light composite board inboard, thereby make the architectural lay wire wall body construction can be made into heat-preserving building lay wire wall.
Description of drawings
Fig. 1 is the vertical view of the embodiment one of architectural lay wire wall body construction of the present invention;
Fig. 2 is the lateral view of the embodiment one of architectural lay wire wall body construction of the present invention, and promptly the A of Fig. 1 is to view;
Fig. 3 is the vertical view of the embodiment two of architectural lay wire wall body construction of the present invention;
Fig. 4 is the lateral view of the embodiment two of architectural lay wire wall body construction of the present invention, and promptly the B of Fig. 3 is to view;
Fig. 5 is the vertical view of the embodiment three of architectural lay wire wall body construction of the present invention;
Fig. 6 is the lateral view of the embodiment three of architectural lay wire wall body construction of the present invention, and promptly the C of Fig. 5 is to view;
Fig. 7 is the vertical view of the embodiment four of architectural lay wire wall body construction of the present invention;
Fig. 8 is the lateral view of the embodiment four of architectural lay wire wall body construction of the present invention, and promptly the D of Fig. 7 is to view;
Fig. 9 is the be articulated and connected structure chart of part of zigzag of the present invention;
Figure 10 is the structure chart of the part that is articulated and connected of ladder shape of the present invention;
Figure 11 A, 11B, 11C are respectively the structural representations of vertical ribs of the present invention.
Wherein:
1 is that tapping screw 2 is calcium silicate having high strength plate 2 ' gypsum plank; 3 zigzag length bar assemblies
31 relative part 32 pull bars 3 ' ladder shape length bar assemblies
33 long poles, 34 short member 4 are vertical stiffeners
41 webs, 42 hinged bail 43 side wings
44 flat flanks 5 are heat insulating material for band V rib steel expanded metals 6.
The specific embodiment
Embodiment one, referring to Fig. 1,2, showed a kind of architectural lay wire wall body construction among the figure, it comprises two template walls that are provided with face-to-face, one of them template wall is the expanded metal lath 5 with V-arrangement rib, another template wall is a calcium silicate having high strength plate 2, and the part that is articulated and connected links together keep at a certain distance away ground and can folding also of expanded metal lath 5 and calcium silicate having high strength plate 2;
In the present embodiment, referring to Fig. 9, Fig. 1, the described part that is articulated and connected is formed for being flexuose length bar assembly 3 substantially, the length bar assembly 3 of each bending is provided with the relative part 31 that is staggered spread pattern, the both sides of each described relative part 31 all have the pull bar 32 that tilts in opposite direction connecting, the relative part 31 that is staggered of all length bar assemblies 3 is parallel to each other, and is connected with described calcium silicate having high strength plate 2.
In order to improve the intensity of lay wire, at described two template walls: expanded metal lath 5 is provided with the part that is articulated and connected with calcium silicate having high strength plate 2 inboards and is vertically arranged vertical ribs 4, the described part that is articulated and connected is hinged with vertical ribs 4, described vertical ribs 4 is C shape ribs (referring to Figure 11 B), vertical ribs 4 its openings of C shape are towards zigzag length bar assembly 3, and and expanded metal lath 5/ calcium silicate having high strength plate 2 between together fixedly connected by tapping screw 1.
In the present embodiment, two relative straight line portioies 31 of described zigzag length bar assembly 3 are to be placed in vertical ribs 4 and template wall: between the expanded metal lath 5/ calcium silicate having high strength plate 2; Referring to Figure 11 B, showed the fixture that is used for hinged described length bar assembly 3 on the vertical ribs 4 among the figure, web 41 back sides at described C shape ribs 4, promptly adjacent with a described template wall side is provided with hinged bail 42, is used for two relative straight line portioies 31 of hinged zigzag length bar assembly 3.
In the present embodiment, referring to Fig. 2, several described zigzag length bar assemblies 3 link together two relative template walls, and referring to Fig. 1, per two adjacent zigzag length bar assemblies 3 are relatively, are provided with across.Be movably connected by this hinged bail 42 that is articulated and connected part and C shape ribs 4, make expanded metal lath 5 and calcium silicate having high strength plate 2 to fold also and link together, so that transportation.
The part that is articulated and connected of the present invention: in a zigzag length bar assembly 3 also can be not by vertical ribs 4 and directly and expanded metal lath 5, calcium silicate having high strength plate 2 hinged, can on described expanded metal lath 5, calcium silicate having high strength plate 2, add the articulated elements of the relative straight line portion 31 that is used for hinged zigzag length bar assembly 3.
Embodiment two, referring to Fig. 3,4, showed a kind of architectural lay wire wall body construction among the figure, it comprises two template walls that are provided with face-to-face, one of them template wall is the expanded metal lath 5 with V-arrangement rib, another template wall is a calcium silicate having high strength plate 2, and part is articulated and connected: in a zigzag length bar assembly 3 links together keep at a certain distance away ground and can folding also of expanded metal lath 5 and calcium silicate having high strength plate 2;
Be with a last embodiment difference: the inboard at described calcium silicate having high strength plate 2 further is provided with one deck insulation layer 6, and calcium silicate having high strength plate 2, insulation layer 6 and C shape ribs 4 are fixed together in the lump by tapping screw 1.
Embodiment three, referring to Fig. 5,6, showed a kind of architectural lay wire wall body construction among the figure, it comprises two template walls that are provided with face-to-face, one of them template wall is the expanded metal lath 5 with V-arrangement rib, another template wall is a gypsum plank 2 ', and the part that is articulated and connected links together keep at a certain distance away ground and can folding also of expanded metal lath 5 and gypsum plank 2 ';
Referring to Figure 10, in the present embodiment, the described part that is articulated and connected is formed for the length bar assembly 3 ' that is ladder-shaped substantially, it has two long poles that be arranged in parallel 33, several vertical short member 34 vertically link together two horizontal long poles 33, and described two long poles 33 are articulated in the inboard of described expanded metal lath 5 and gypsum plank 2 ' respectively.
In order to improve the intensity of lay wire, be provided with vertical ribs 4 in the inboard of described expanded metal lath 5 and gypsum plank 2 ', this the vertical ribs 4 and the part that is articulated and connected: ladder shape length bar assembly 3 ' is arranged in vertical direction, in the present embodiment, described vertical ribs 4 is a C shape ribs, vertical ribs 4 its openings of C shape are towards ladder shape length bar assembly 3 ', and and expanded metal lath 5/ gypsum plank 2 ' between together fixedly connected by tapping screw 1.Described vertical ribs 4 is to settle the part that is articulated and connected: between the long pole and template wall, expanded metal lath 5 and gypsum plank 2 ' of ladder shape length bar assembly 3 ', referring to Figure 11 A, on two side wings 43 of described vertical ribs 4, have and be used for hinged described long pole 33 hinged bails 42, described ladder shape length bar assembly 3 ' is hinged with vertical ribs 4 by this hinged bail 42, and links into an integrated entity with expanded metal lath 5 and gypsum plank 2 '.
Embodiment four, referring to Fig. 7,8, showed a kind of architectural lay wire wall body construction among the figure, it comprises two template walls that are provided with face-to-face, one of them template wall is the expanded metal lath 5 with V-arrangement rib, another template wall is a gypsum plank 2 ', and part is articulated and connected: in a zigzag length bar assembly 3 links together keep at a certain distance away ground and can folding also of expanded metal lath 5 and gypsum plank 2 ':
Be with a last embodiment difference: be provided with an insulation layer 6 between described gypsum plank 2 ' and vertical ribs 4, gypsum plank 2 ', vertical ribs 4 are fixed together in the lump by tapping screw 1.
Referring to Figure 11 C, showed a vertical ribs 4 among the figure, be with the ribs difference of the foregoing description: the cross section that this vertical ribs 4 is pressed into for the flat board of longitudinal extension is
The rib shape, two at this ribs are provided with hinged bail 42 on the flat flank 44 of both sides extension, the long pole 33 that is used for the length bar assembly 3 ' of hinged described ladder shape, the relative part 31 of straight line of perhaps hinged zigzag length bar assembly 3, vertical ribs in the foregoing description three, four all can be replaced the ribs shown in Figure 11 A, the shape of this hinged bail is not limited to shown in the figure, also can be the bail that is welded on this plane, or other directions bail of going out and turning down.
Of the present invention kind of architectural lay wire wall body construction is to replace an original side band V rib steel expanded metals with lightweight nonmetal plates such as calcium silicate having high strength or fiber cement board, gypsum planks, opposite side keeps original structure, and the lightweight nonmetal plate is for adopting self threading pin to be connected with stiffening rib.It can increase insulation layer, makes the structure of insulation Pi architectural lay wire wall member, calcium silicate having high strength plate or gypsum plank or fiber cement board one side, on-the-spot pouring concrete after, can directly decorate, opposite side is decorated after plastering by traditional handicraft again.
Claims (15)
1. architectural lay wire wall body construction, it comprises two template walls that are provided with face-to-face, be articulated and connected part with keep at a certain distance away ground and can fold also and link together of two template walls, and it is characterized in that: a described template wall is an expanded metal lath, and another template wall is a light composite board.
2. architectural lay wire wall body construction according to claim 1 is characterized in that: described light composite board be calcium silicate board, fiber cement board, lightweight lime plate, PLASTIC LAMINATED one of them.
3. architectural lay wire wall body construction according to claim 1, it is characterized in that: the described part that is articulated and connected is formed for being flexuose length bar assembly, the length bar assembly of each bending is provided with and is the staggered relative part of spread pattern, the both sides of each described relative part all have the pull bar that tilts in opposite direction connecting, the relative part that is staggered of all length bar assemblies is parallel to each other, and is connected with described template wall.
4. architectural lay wire wall body construction according to claim 1, it is characterized in that: the described part that is articulated and connected is that the length bar assembly that is ladder-shaped is formed, have two long poles that be arranged in parallel, several vertical short member vertically or obliquely link together two horizontal long poles, and described long pole is articulated in the inboard of described template wall.
5. architectural lay wire wall body construction according to claim 3, it is characterized in that: the described part that is articulated and connected is to be hinged on the template wall by fixture, and the feasible part that is articulated and connected has degree of freedom on the direction that the hinge axes around described relative part or long pole formation rotates.
6. architectural lay wire wall body construction according to claim 4, it is characterized in that: the described part that is articulated and connected is to be hinged on the template wall by fixture, and the feasible part that is articulated and connected has degree of freedom on the direction that the hinge axes around described relative part or long pole formation rotates.
7. architectural lay wire wall body construction according to claim 4 is characterized in that: the described part that is articulated and connected be hinged on vertical ribs that template wall links together on fixture on.
8. architectural lay wire wall body construction according to claim 5 is characterized in that: two relative straight line portioies of the described part that is articulated and connected or long pole are to be placed between vertical ribs and the template wall.
9. architectural lay wire wall body construction according to claim 5 is characterized in that: described vertical ribs is to be placed between two the relative straight line portioies and template wall of the part that is articulated and connected, or between long pole and the template wall.
10. architectural lay wire wall body construction according to claim 6 is characterized in that: the fixture of described two relative straight line portioies that are used for the hinged described part that is articulated and connected or long pole is provided in a side of vertical ribs, towards the hinged bail of template wall one side.
11. architectural lay wire wall body construction according to claim 7 is characterized in that: the fixture of described two relative straight line portioies that are used for the hinged described part that is articulated and connected or long pole is provided in a side of the hinged bail of vertical ribs, hinged described part one side that is articulated and connected.
12. according to one of them described architectural lay wire wall body construction of claim 6-10, it is characterized in that: the cross section that the flat board that described vertical ribs is a longitudinal extension is pressed into is
Or
The rib shape of shape, described ribs open side is towards the part that is articulated and connected.
13. according to one of them described architectural lay wire wall body construction of claim 1-11, it is characterized in that: the inboard at described light composite board further is provided with an insulation layer.
14. architectural lay wire wall body construction according to claim 5 is characterized in that: link together by tapping screw between described light composite board and the ribs; The butt hook of going out by tapping screw or Flexible Connector or between the ribs between described expanded metal lath and the ribs links together.
15. architectural lay wire wall body construction according to claim 13 is characterized in that: fixedly connected by tapping screw between described light composite board and the insulation layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200310116873 CN1259490C (en) | 2003-12-01 | 2003-12-01 | Building model net wall structural element |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200310116873 CN1259490C (en) | 2003-12-01 | 2003-12-01 | Building model net wall structural element |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1624269A CN1624269A (en) | 2005-06-08 |
| CN1259490C true CN1259490C (en) | 2006-06-14 |
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ID=34760801
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200310116873 Expired - Fee Related CN1259490C (en) | 2003-12-01 | 2003-12-01 | Building model net wall structural element |
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| Country | Link |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL2034700A (en) * | 2023-03-09 | 2023-06-15 | China Railway 17Th Bureau Group Shanghai Rail Transit Eng Co Ltd | A prefabricated z-shaped shear wall structure and a construction method thereof |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102174839B (en) * | 2011-03-02 | 2016-03-23 | 王建军 | Interlayer heat-insulating structural slab and manufacture method thereof |
| CN103620131A (en) * | 2011-04-29 | 2014-03-05 | Geo-海卓尔股份公司 | Framework for structural use |
| CN104328877A (en) * | 2014-09-15 | 2015-02-04 | 马义和 | Construction method of 3D (Three-Dimensional) printing dry method-constructed inner and outer decorative heat-preservation structure |
| CN105780969A (en) * | 2016-03-31 | 2016-07-20 | 初明进 | I-shaped steel member |
| CN106088412A (en) * | 2016-06-02 | 2016-11-09 | 初明进 | L-type steel beam column |
-
2003
- 2003-12-01 CN CN 200310116873 patent/CN1259490C/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL2034700A (en) * | 2023-03-09 | 2023-06-15 | China Railway 17Th Bureau Group Shanghai Rail Transit Eng Co Ltd | A prefabricated z-shaped shear wall structure and a construction method thereof |
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| Publication number | Publication date |
|---|---|
| CN1624269A (en) | 2005-06-08 |
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