CN200961305Y - Construction formwork wall member - Google Patents
Construction formwork wall member Download PDFInfo
- Publication number
- CN200961305Y CN200961305Y CN 200620132146 CN200620132146U CN200961305Y CN 200961305 Y CN200961305 Y CN 200961305Y CN 200620132146 CN200620132146 CN 200620132146 CN 200620132146 U CN200620132146 U CN 200620132146U CN 200961305 Y CN200961305 Y CN 200961305Y
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- wall
- template
- template wall
- articulated
- vertical ribs
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Abstract
The utility model discloses an architectural lay wire wall component comprising two mold plate walls which are arranged face-to-face, wherein the two mold plate walls are connected together in a certain distance by a hinge connecting member, and the two mold plate walls can be overlapped. The utility model is characterized in that one of the mold plate walls is a first mold plate wall comprising a steel expanded sheet and nylon nets arranged close to the inner side of the steel expanded sheet, the other mold plate wall is a second mold plate wall comprising a lightweight compound component. The utility model has the advantages of that a conventional steel expanded sheet with a V rib arranged at one side of the dipy construction formwork is replaced by the lightweight compound plate, such as high-strength calcium silicate plate, gypsum plate, and the like, and a heat-insulating layer can be additionally arranged to fabricate heat-insulating construction formwork component. Further, the field construction is carried out by the construction techniques of conventional dipy construction formwork, and the one side with the high-strength and lightweight compound component can be directly decorated and finished after placing concrete and the other side can be treated as conventional wall.
Description
Technical field
The utility model relates to a kind of new construction material, specifically, relates 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 on-site consolidation after-pouring concrete has been widely used in multilayer and small sized multiple story building.This lay wire is behind fluid concrete, need not remove, throw aside in 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, by the part that is articulated and connected two templates is linked together, and makes two template walls keep connection status.The distance that template wall is certain at interval, thus packing material can be received, or be convenient to after template wall is closed up store and transportation.
The advantage of this lay wire is: do not need the tamping operation behind the concreting, and needn't remove, thereby reduced many workloads, throwing aside to increase the intensity of body of wall in body of wall.
But, if the expanded metal lath that has the V-arrangement rib is all adopted on the two sides of this architectural lay wire, behind the concreting, carry out interior external wall plastering by traditional handicraft again, carry out various decorations at last, its workload is very big, in order further to improve the planeness of the concrete wall surface after building, reduce the workload of surface plastering, propose the invention.
The content of utility model
The purpose of this utility model is to provide a kind of architectural lay wire wall body construction, it can keep the original effect of DIPY construction formwork mesh, can also reduce simultaneously the work that handle on the surface of concrete wall again, further promote the performance of DIPY construction formwork mesh, shorten construction period.
To achieve these goals, the technical solution of the utility model is: a kind of architectural lay wire wall body construction, and it comprises two template walls that are provided with face-to-face, the part that is articulated and connected keeps at a certain distance away two template walls and can fold also and links together.It is characterized in that: a described template wall is by the combination near its inboard expanded metal lath and nylon wire, and first template wall that constitutes, another template wall is second template wall that is made of the lightweight composite component.
Second template wall that described lightweight composite component constitutes be calcium silicate board, fiber cement board, lightweight lime plate, PLASTIC LAMINATED one of them.Perhaps, second template wall that described lightweight composite component constitutes constitutes by the calcium silicate having high strength plate with near its inboard insulation layer, or constitutes by gypsum plank with near its inboard insulation layer.
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 second template wall with described first template wall.
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.
The described part that is articulated and connected is to be hinged on first template wall and second 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.This first template wall is provided with the part that is articulated and connected with the second template wall inboard and is vertically arranged vertical ribs.
The described part that is articulated and connected is on the fixture that is hinged on the vertical ribs that links together on first template wall and second template wall.
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 first template wall, second 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 first template wall, second 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 first template wall and second 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 the flute profile with two flat flanks that extend to both sides or the rib shape of flute profile, and described vertical ribs open side is towards the part that is articulated and connected.
Link together by tapping screw between described second template wall that constitutes by the lightweight composite component and the vertical ribs; Link together by tapping screw or Flexible Connector or the butt hook on vertical ribs, gone out between described first template wall that constitutes by expanded metal lath and nylon wire and the vertical ribs.
In described second template wall that constitutes by the lightweight composite component, fixedly connected by tapping screw between calcium silicate having high strength plate and the insulation layer or between gypsum plank and the insulation layer.
The utility model is owing to adopt technique scheme, and light composite board is replaced a side expanded metal lath of described DIPY construction formwork mesh, and opposite side is the combination of expanded metal lath and nylon wire, thereby forms 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, simultaneously, the nylon wire net plays percolation, can effectively stop concrete excessive bleed.This new construction material has promoted the performance of traditional DIPY construction formwork mesh.
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 utility model has kept the advantage of original DIPY construction formwork mesh wall, and batch production production scene assembly unit after-pouring concrete is Open architecture, on-the-spot pouring concrete without vibration, self-compaction.Solved the cracking problem after plastering in the insulating layer of external wall outside, improved exterior wall intensity, the site operation cycle shortens.In addition, side expanded metal lath surface increases nylon wire, can effectively stop concrete excessive bleed when building, and improves concrete intensity.Inner directly decoratable finishing has protection against the tide, fire prevention and sound insulation 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 the utility model architectural lay wire wall body construction;
Fig. 2 is that the A of Fig. 1 is to view;
Fig. 3 is the vertical view of the embodiment two of the utility model architectural lay wire wall body construction
Fig. 4 is that the B of Fig. 3 is to view;
Fig. 5 is the vertical view of the embodiment three of the utility model architectural lay wire wall body construction;
Fig. 6 is that the C of Fig. 5 is to view;
Fig. 7 is the vertical view of the embodiment four of the utility model architectural lay wire wall body construction;
Fig. 8 is that 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 utility model;
Figure 10 is the structure chart of the part that is articulated and connected of ladder shape of the present utility model;
Figure 11 A, 11B, 11C are respectively the structural representations of vertical ribs of the present utility model.
Label title wherein:
1 tapping screw, 2 calcium silicate having high strength plates 3 are length bar assembly in a zigzag
4 vertical ribs 5V rib steel expanded metals 6 insulation layers
7 nylon wires
31 relative part 32 pull bars
33 long poles, 34 short member, 41 webs
42 hinged bail 43 side wings 44 flat flanks
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, and one of them template wall is by the expanded metal lath 5 with V-arrangement rib and first template wall that constitutes near its inboard nylon wire 7 combinations; Another template wall is second template wall that is made of the lightweight composite component.This second template wall be calcium silicate board, fiber cement board, lightweight sheet asbestos, PLASTIC LAMINATED one of them, present embodiment is a calcium silicate having high strength plate 2; The part that is articulated and connected keeps at a certain distance away expanded metal lath 5 and nylon wire 7 assemblies and calcium silicate having high strength plate 2 and can fold also and links together.
In the present embodiment, referring to Fig. 9, 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: be provided with the part that is articulated and connected by expanded metal lath 5 and first template wall that constitutes near its inboard nylon wire 7 combinations and the second template wall inboard that calcium silicate having high strength plate 2 constitutes and be 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), and vertical ribs 4 its openings of C shape are towards zigzag length bar assembly 3.This vertical ribs 4 and expanded metal lath 5 and nylon wire 7 assemblies, and all together fixedly connected between vertical ribs 4 and the calcium silicate having high strength plate 2 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 respectively: 7 groups of expanded metal lath 5 and nylon wires and and between first template wall that constitutes, second template wall that calcium silicate having high strength plate 2 constitutes; 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 with the hinged bail 42 of the vertical ribs 4 of C shape by this part that is articulated and connected, make expanded metal lath 5 and nylon wire 7 assemblies 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 utility model: in a zigzag length bar assembly 3 can be not yet by vertical ribs 4 directly with first template wall that constitutes by expanded metal lath 5 and nylon wire 7, and second template wall that calcium silicate having high strength plate 2 constitutes is hinged, can be provided for the articulated elements of the relative straight line portion 31 of hinged zigzag length bar assembly 3 at described expanded metal lath 5 on second template wall of first template wall of formation and calcium silicate having high strength plate 2 formations with nylon wire 7 combinations.
Second template wall that described lightweight component constitutes can also constitute by the high intensity calcium silicon plate with near its inboard insulation layer, or gypsum plank and constitute near the insulation layer of inboard.
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 first template wall that is constituted by expanded metal lath 5 and nylon wire 7 with V-arrangement rib, and another template wall is second template wall that calcium silicate having high strength plate 2 constitutes.Part is articulated and connected: in a zigzag second template wall of length bar assembly 3 first template wall that expanded metal lath 5 and nylon wire 7 are constituted and calcium silicate having high strength plate 2 formations keeps at a certain distance away and can fold also and links together;
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 the vertical ribs 4 of calcium silicate having high strength plate 2, insulation layer 6 and C shape is 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 first template wall that is constituted by expanded metal lath 5 and nylon wire 7 with V-arrangement rib, and another template wall is second template wall that gypsum plank 2 ' constitutes.Second template wall that the part that is articulated and connected constitutes first template wall and the gypsum plank 2 ' of expanded metal lath 5 and nylon wire 7 combinations keeps at a certain distance away and can fold also and links together;
Referring to Figure 10, in the present embodiment, the described part that is articulated and connected is formed for the length bar assembly 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 second template wall that described first template wall that is constituted by expanded metal lath 5 and nylon wire 7 and gypsum plank 2 ' constitute respectively.
In order to improve the intensity of lay wire, the inboard of second template wall that constitutes at described first template wall that is constituted by expanded metal lath 5 and nylon wire 7 and gypsum plank 2 ' is provided with vertical ribs 4, this the vertical ribs 4 and the part that is articulated and connected: ladder shape length bar assembly is arranged in vertical direction, in the present embodiment, described vertical ribs 4 is the vertical ribs of C shape, vertical ribs 4 its openings of C shape are towards ladder shape length bar assembly, and and second template wall that constitutes of first template wall that constitutes by expanded metal lath 5 and nylon wire 7 and 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: the long pole and the template wall of ladder shape length bar assembly: expanded metal lath 5 and nylon wire 7 assemblies close first template wall of formation, between second template wall that gypsum plank 2 ' constitutes, 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 is hinged with vertical ribs 4 by this hinged bail 42, and first template wall that constitutes with expanded metal lath 5 and nylon wire 7 and second template wall of gypsum plank 2 ' formation link into an integrated entity.
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 be have a V-arrangement rib close first template wall that constitutes by expanded metal lath 5 and nylon wire 7 assemblies, another template wall is second template wall that gypsum plank 2 ' constitutes; Part is articulated and connected: in a zigzag second template wall of length bar assembly 3 first template wall that expanded metal lath 5 and nylon wire 7 are constituted and gypsum plank 2 ' formation keeps at a certain distance away and can fold also and links together.
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, with the foregoing description cross section be that flute profile (is seen Figure 11 A, vertical ribs difference 11B) is: the cross section that this vertical ribs 4 is pressed into for the flat board of longitudinal extension is the rib shapes of the flute profile with two flat flanks that extend to both sides, two at this vertical 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 of hinged described ladder shape, the relative part 31 of straight line of perhaps hinged zigzag length bar assembly 3, the foregoing description three, vertical ribs in 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, perhaps other directions bail of going out and turning down.
A kind of architectural lay wire wall body construction of the present utility model 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, and opposite side increases nylon wire keeping on the former expanded metal lath basis.The lightweight nonmetal plate is connected with ribs with self threading pin, it can add insulation layer, make heat-preserving building lay wire wall body construction, calcium silicate having high strength plate, gypsum plank or fiber cement board one side, behind the poured in place concrete, can directly carry out decorations, opposite side is decorated after plastering by traditional handicraft again.
Claims (10)
1. architectural lay wire wall body construction, it comprises two template walls that are provided with face-to-face, the part that is articulated and connected keeps at a certain distance away two template walls and can fold also and links together, it is characterized in that: a described template wall is that another template wall is second template wall that is made of the lightweight composite component by expanded metal lath with near the combination of its inboard nylon wire and first template wall that constitutes.
2. architectural lay wire wall body construction according to claim 1 is characterized in that: second template wall that described lightweight composite component constitutes 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: second template wall that described lightweight composite component constitutes constitutes by the calcium silicate having high strength plate with near its inboard insulation layer, or constitute by gypsum plank with near its inboard insulation layer, in described second template wall that constitutes by the lightweight composite component, fixedly connected by tapping screw between calcium silicate having high strength plate and the insulation layer or between gypsum plank and the insulation layer.
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 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 second template wall with described first template wall.
5. 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 first template wall and second template wall.
6. architectural lay wire wall body construction according to claim 4 is characterized in that: the described part that is articulated and connected is to be hinged on first template wall and second template wall by fixture.
7. architectural lay wire wall body construction according to claim 6, it is characterized in that: the described part that is articulated and connected is to be hinged on first template wall and second template wall by fixture, this first template wall is provided with the part that is articulated and connected with the second template wall inboard and is vertically arranged vertical ribs, and two the relative straight line portioies of the described part that is used to be articulated and connected or the fixture of long pole be provided in a side of vertical ribs, towards the hinged bail of first template wall and second template wall, one side.
8. architectural lay wire wall body construction according to claim 7, it is characterized in that: the described part that is articulated and connected be hinged on respectively with first template wall and vertical ribs that second template wall links together on fixture on, two the relative straight line portioies of the described part that is used to be articulated and connected or the fixture of long pole are provided in a side of vertical ribs, the hinged bail of 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 the flute profile with two flat flanks that extend to both sides or the rib shape of flute profile, described vertical ribs open side is towards the part that is articulated and connected, and links together by tapping screw between described second template wall that is made of the lightweight composite component and the vertical ribs; Link together by tapping screw or Flexible Connector or the butt hook on vertical ribs, gone out between described first template wall that constitutes by expanded metal lath and nylon wire and the vertical ribs.
9. architectural lay wire wall body construction according to claim 7 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 first template wall, second template wall.
10. architectural lay wire wall body construction according to claim 7, it is characterized in that: described vertical ribs is to be placed between two relative straight line portioies of the part that is articulated and connected and first template wall, second template wall, or between long pole and first template wall, second template wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620132146 CN200961305Y (en) | 2006-08-10 | 2006-08-10 | Construction formwork wall member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620132146 CN200961305Y (en) | 2006-08-10 | 2006-08-10 | Construction formwork wall member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200961305Y true CN200961305Y (en) | 2007-10-17 |
Family
ID=38797815
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620132146 Expired - Fee Related CN200961305Y (en) | 2006-08-10 | 2006-08-10 | Construction formwork wall member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200961305Y (en) |
-
2006
- 2006-08-10 CN CN 200620132146 patent/CN200961305Y/en not_active Expired - Fee Related
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |