CN216157157U - Combined template for hyperboloid wood grain fair-faced concrete construction - Google Patents
Combined template for hyperboloid wood grain fair-faced concrete construction Download PDFInfo
- Publication number
- CN216157157U CN216157157U CN202122270220.4U CN202122270220U CN216157157U CN 216157157 U CN216157157 U CN 216157157U CN 202122270220 U CN202122270220 U CN 202122270220U CN 216157157 U CN216157157 U CN 216157157U
- Authority
- CN
- China
- Prior art keywords
- hyperboloid
- module
- template
- shaped rib
- locking plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to the technical field of concrete formworks, in particular to a combined formwork for hyperboloid wood grain fair-faced concrete construction. The combined template for the construction of the double-curved-surface wood-grain fair-faced concrete comprises a bottom template, a top template structure and a top opening locking assembly, wherein the top template structure is formed by splicing a plurality of template assemblies, each template assembly comprises a double-curved-surface module, one side of each double-curved-surface module is provided with a positioning groove, a plurality of arc-shaped rib plates are fixedly embedded on each double-curved-surface module, a plurality of special-shaped rib plates are fixedly embedded on each double-curved-surface module, the special-shaped rib plates and the arc-shaped rib plates are integrally formed and are arranged in a crossed mode, and the tops of the special-shaped rib plates are provided with clamping grooves; the top opening locking component is erected on the top die structure. The combined template for hyperboloid wood grain fair-faced concrete construction provided by the utility model can avoid the top of the template from being collapsed and damaged, and has the advantages of convenience in transportation and long service life.
Description
Technical Field
The utility model relates to the technical field of concrete formworks, in particular to a combined formwork for hyperboloid wood grain fair-faced concrete construction.
Background
In order to meet the requirement of building modeling in design, a concrete decorative column with the upper part similar to a funnel shape is commonly used in engineering, the decorative column is used as a member with a unique modeling, a shaping template is required to be configured to realize the hyperbolic concrete modeling, and the concrete decorative column is poured together up and down during construction. The template that uses at present all is the template that traditional integrated into one piece's light synthetic material made, and this kind of template transportation is inconvenient, and area is great to just the damage appears easily after using once, cause the waste, increase ambient pressure, current template is at the in-process that uses moreover, because the pressure at top is too big, takes place the top easily and collapses the damage.
Therefore, there is a need to provide a new composite form for hyperboloid wood grain fair-faced concrete construction to solve the above technical problems.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problems, the utility model provides the combined template for hyperboloid wood grain fair-faced concrete construction, which can avoid the top of the template from being collapsed and damaged, is convenient to transport and has long service life.
The utility model provides a combined template for hyperboloid wood grain fair-faced concrete construction, which comprises: the die structure comprises a bottom die plate, a top die structure and a top opening locking assembly, wherein the top die structure is formed by splicing a plurality of die plate assemblies, each die plate assembly comprises a hyperboloid module, and one side of each hyperboloid module is provided with a positioning groove; the top opening locking assembly is erected on the top die structure.
Preferably, the formwork assembly further comprises a positioning protrusion fixedly embedded at the other side of the hyperboloid module, and the positioning protrusion and the hyperboloid module are integrally formed.
Preferably, the template assembly further comprises a connecting plate, the connecting plate is fixedly installed on the outer side wall of the hyperboloid module, the connecting plate is located on two sides of the hyperboloid module, and the connecting plate is provided with a plurality of threaded holes.
Preferably, a plurality of arc-shaped rib plates are fixedly embedded on the hyperboloid module, a plurality of block special-shaped rib plates are fixedly embedded on the hyperboloid module, the special-shaped rib plates and the arc-shaped rib plates are integrally formed and are arranged in a crossed mode, and a clamping groove is formed in the top of each special-shaped rib plate.
Preferably, the top opening locking assembly comprises a first locking plate, a second locking plate and a bolt, one end of the first locking plate is rotatably connected with the second locking plate, the other end of the first locking plate is fixedly connected with the second locking plate through the bolt, one side of the first locking plate and one side of the second locking plate are inserted into the clamping groove and are in sliding connection with the inner side wall of the clamping groove, and the other side of the first locking plate and the other side of the second locking plate are located above the hyperboloid module.
Preferably, the top of the bottom template is provided with a connecting groove, and two symmetrically arranged convex strips are fixedly arranged in the connecting groove.
Preferably, the locking block is fixedly installed at the bottom of the outer side wall of the hyperboloid module, and the locking block is inserted into the connecting groove and is slidably connected with the connecting groove.
Compared with the prior art, the combined template for hyperboloid wood grain fair-faced concrete construction provided by the utility model has the following beneficial effects:
1. the utility model provides a combined template for hyperboloid wood grain fair-faced concrete construction, during assembly, a locking block on a hyperboloid module is aligned to a connecting groove and inserted into the connecting groove, the bottom of the hyperboloid module is erected in a groove arranged on a bottom template, a convex strip in the connecting groove can prevent the hyperboloid module from sliding upwards under the action of external force to a certain extent, after the hyperboloid modules are erected on the bottom template, the hyperboloid modules are clamped and connected through positioning grooves and positioning bulges, adjacent connecting plates are fixed together by using screws, the hyperboloid modules are prevented from being spread under the tension action of concrete, and the concrete is prevented from leaking when the hyperboloid modules are spread a little; when in transportation, the utility model is disassembled, which is convenient for transportation and occupies small area;
2. the rigidity of the hyperboloid module is enhanced by the arc-shaped rib plates and the special-shaped rib plates arranged on the concrete wall, so that the hyperboloid module is prevented from being collapsed and damaged by concrete;
3. the fixing function of the top opening locking assembly and the limiting function of the bottom formwork enable the hyperboloid module to be not easily propped away by concrete, the service life of the formwork is further prolonged, and the top of the hyperboloid module is not easily collapsed.
Drawings
FIG. 1 is a schematic structural diagram of a preferred embodiment of a composite form for hyperboloid wood grain fair-faced concrete construction according to the present invention;
FIG. 2 is a schematic structural view of the template assembly shown in FIG. 1;
FIG. 3 is a schematic structural view of the top mold structure shown in FIG. 1;
fig. 4 is an enlarged schematic view of a portion a shown in fig. 1.
Reference numbers in the figures: 1. a bottom template; 2. a top mold structure; 3. a template assembly; 31. a hyperboloid module; 32. positioning a groove; 33. positioning the projection; 34. a connecting plate; 35. a threaded hole; 4. an arc-shaped rib plate; 5. a special-shaped rib plate; 6. a card slot; 7. a top opening locking assembly; 71. a first locking plate; 72. a second locking plate; 73. a bolt; 8. connecting grooves; 9. a convex strip; 10. and locking the block.
Detailed Description
The utility model is further described with reference to the following figures and embodiments.
Referring to fig. 1, fig. 2, fig. 3 and fig. 4, wherein fig. 1 is a schematic structural view of a preferred embodiment of a composite form for hyperboloid wood-grain fair-faced concrete construction according to the present invention; FIG. 2 is a schematic structural view of the template assembly shown in FIG. 1; FIG. 3 is a schematic structural view of the top mold structure shown in FIG. 1; fig. 4 is an enlarged schematic view of a portion a shown in fig. 1. The method comprises the following steps: a bottom die plate 1, a top die structure 2 and a top opening locking assembly 7.
In a specific implementation process, as shown in fig. 1, fig. 2, fig. 3 and fig. 4, a connecting groove 8 is formed at the top of the bottom mold plate 1, two protruding strips 9 symmetrically arranged are fixedly installed in the connecting groove 8, a locking block 10 is fixedly installed at the bottom of the outer side wall of the hyperboloid module 31, the locking block 10 is inserted in the connecting groove 8 and is slidably connected with the connecting groove 8, the top mold structure 2 is formed by splicing a plurality of mold plate assemblies 3, each mold plate assembly 3 includes the hyperboloid module 31, a positioning groove 32 is formed at one side of the hyperboloid module 31, each mold plate assembly 3 further includes a positioning protrusion 33, the positioning protrusion 33 is fixedly embedded at the other side of the hyperboloid module 31, the positioning protrusion 33 and the hyperboloid module 31 are integrally formed, each mold plate assembly 3 further includes a connecting plate 34, and the connecting plate 34 is fixedly installed on the outer side wall of the hyperboloid module 31, and the connecting plates 34 are located at two sides of the hyperboloid module 31, and a plurality of threaded holes 35 are opened on the connecting plates 34.
It should be noted that: during assembly, the locking block 10 on the hyperboloid module 31 is aligned to the connecting groove 8 and inserted into the connecting groove, the bottom of the hyperboloid module 31 is erected in the groove formed in the bottom formwork 1, the raised strips 9 in the connecting groove 8 can prevent the hyperboloid module 31 from sliding upwards under the action of external force to a certain extent, after the hyperboloid modules 31 are erected on the bottom formwork 1, the hyperboloid modules 31 are clamped with the positioning protrusions 33 through the positioning grooves 32, the adjacent connecting plates 34 are fixed together by using screws, the hyperboloid modules 31 are prevented from being spread under the action of the tension of concrete, and due to the design of the positioning grooves 32 and the positioning protrusions 33, the concrete leakage is prevented when the hyperboloid modules 31 are spread a little.
Referring to fig. 3, a plurality of arc-shaped rib plates 4 are fixedly embedded on the hyperboloid module 31, a plurality of block special-shaped rib plates 5 are fixedly embedded on the hyperboloid module 31, the special-shaped rib plates 5 and the arc-shaped rib plates 4 are integrally formed and are arranged in a crossed manner, and a clamping groove 6 is formed at the top of each special-shaped rib plate 5.
It should be noted that: the rigidity of the hyperboloid module 31 is enhanced by the arc-shaped rib plates 4 and the special-shaped rib plates 5, and the hyperboloid module 31 is prevented from being crushed and damaged by concrete.
Referring to fig. 1, the top locking assembly 7 is erected on the top die structure 2, the top locking assembly 7 includes a first locking plate 71, a second locking plate 72 and a bolt 73, one end of the first locking plate 71 is rotatably connected with the second locking plate 72, the other end of the first locking plate 71 is fixedly connected with the second locking plate 72 through the bolt 73, one sides of the first locking plate 71 and the second locking plate 72 are inserted into the slot 6 and are slidably connected with the inner side wall of the slot 6, and the other sides of the first locking plate 71 and the second locking plate 72 are located above the hyperboloid module 31.
It should be noted that: the first locking plate 71 and the second locking plate 72 are clamped at the top of the top formwork structure 2 and fixed by bolts 73, and the hyperboloid module 31 is not easily scattered by concrete due to the fixing effect of the first locking plate 71 and the second locking plate 72 and the limiting effect of the bottom formwork 1, so that the service life of the formwork is further prolonged, and the top of the hyperboloid module 31 is not easily collapsed.
The working principle of the combined template for hyperboloid wood grain fair-faced concrete construction provided by the utility model is as follows:
during assembly, the locking block 10 on the hyperboloid module 31 is aligned to the connecting groove 8 and inserted into the connecting groove, the bottom of the hyperboloid module 31 is erected in the groove formed in the bottom formwork 1, the raised strips 9 in the connecting groove 8 can prevent the hyperboloid module 31 from sliding upwards under the action of external force to a certain extent, after the hyperboloid modules 31 are erected on the bottom formwork 1, the hyperboloid modules 31 are clamped by the positioning grooves 32 and the positioning protrusions 33, the adjacent connecting plates 34 are fixed together by using screws, the hyperboloid modules 31 are prevented from being spread under the action of the tension of concrete, and the concrete leakage is prevented when the hyperboloid modules 31 are spread a little; when in transportation, the utility model is disassembled, which is convenient for transportation and occupies small area.
The above description is only an embodiment of the present invention, and not intended to limit the scope of the present invention, and all modifications of equivalent structures and equivalent processes, which are made by using the contents of the present specification and the accompanying drawings, or directly or indirectly applied to other related technical fields, are included in the scope of the present invention.
Claims (7)
1. The utility model provides a hyperboloid wood grain composite form for fair-faced concrete construction, includes:
a bottom form (1);
it is characterized in that the combined template further comprises:
the mould comprises a top mould structure (2), wherein the top mould structure (2) is formed by splicing a plurality of mould plate assemblies (3), each mould plate assembly (3) comprises a hyperboloid module (31), and one side of each hyperboloid module (31) is provided with a positioning groove (32);
a top opening locking assembly (7), wherein the top opening locking assembly (7) is erected on the top die structure (2).
2. The composite formwork for hyperboloid wood grain fair-faced concrete construction according to claim 1, wherein the formwork assembly (3) further comprises a positioning protrusion (33), the positioning protrusion (33) is fixedly embedded at the other side of the hyperboloid module (31), and the positioning protrusion (33) is integrally formed with the hyperboloid module (31).
3. The combined template for the construction of the hyperboloid wood grain fair-faced concrete according to claim 1, wherein the template assembly (3) further comprises a connecting plate (34), the connecting plate (34) is fixedly installed on the outer side wall of the hyperboloid module (31), the connecting plate (34) is positioned on two sides of the hyperboloid module (31), and a plurality of threaded holes (35) are formed in the connecting plate (34).
4. The combined formwork for the construction of the hyperboloid wood grain fair-faced concrete according to claim 1, wherein a plurality of arc-shaped rib plates (4) are fixedly embedded on the hyperboloid module (31), a plurality of block special-shaped rib plates (5) are fixedly embedded on the hyperboloid module (31), the special-shaped rib plates (5) and the arc-shaped rib plates (4) are integrally formed and are arranged in a crossed mode, and clamping grooves (6) are formed in the tops of the special-shaped rib plates (5).
5. The combined formwork for hyperboloid wood-grain fair-faced concrete construction according to claim 4, wherein the top opening locking assembly (7) comprises a first locking plate (71), a second locking plate (72) and a bolt (73), one end of the first locking plate (71) is rotatably connected with the second locking plate (72), the other end of the first locking plate (71) is fixedly connected with the second locking plate (72) through the bolt (73), one sides of the first locking plate (71) and the second locking plate (72) are inserted into the clamping groove (6) and are slidably connected with the inner side wall of the clamping groove (6), and the other sides of the first locking plate (71) and the second locking plate (72) are located above the hyperboloid module (31).
6. The combined template for hyperboloid wood grain fair-faced concrete construction according to claim 1, wherein the top of the bottom template (1) is provided with a connecting groove (8), and two symmetrically arranged convex strips (9) are fixedly installed in the connecting groove (8).
7. The composite formwork for hyperboloid wood grain fair-faced concrete construction according to claim 6, wherein the locking block (10) is fixedly installed at the bottom of the outer side wall of the hyperboloid module (31), and the locking block (10) is inserted into the connecting groove (8) and is slidably connected with the connecting groove (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122270220.4U CN216157157U (en) | 2021-09-18 | 2021-09-18 | Combined template for hyperboloid wood grain fair-faced concrete construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122270220.4U CN216157157U (en) | 2021-09-18 | 2021-09-18 | Combined template for hyperboloid wood grain fair-faced concrete construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216157157U true CN216157157U (en) | 2022-04-01 |
Family
ID=80852240
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122270220.4U Active CN216157157U (en) | 2021-09-18 | 2021-09-18 | Combined template for hyperboloid wood grain fair-faced concrete construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216157157U (en) |
-
2021
- 2021-09-18 CN CN202122270220.4U patent/CN216157157U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN216157157U (en) | Combined template for hyperboloid wood grain fair-faced concrete construction | |
| CN214739127U (en) | Detachable truss floor support plate structure | |
| CN108979146B (en) | Butt joint connecting piece of building template and butt joint connecting method of building template | |
| CN215055316U (en) | Primary and secondary beam node post-cast section template device | |
| CN216142400U (en) | Concrete cylinder pours template | |
| CN212105094U (en) | Foldable building templates | |
| CN212715922U (en) | Building templates convenient to concatenation extension | |
| CN112554226A (en) | Equipment foundation reserved hole template convenient to combine and reuse | |
| KR100469849B1 (en) | Euro-Form Type Concrete Form Having Structure Reinforced and Method for Manufacturing of the Same | |
| CN219650179U (en) | Precast concrete sheet mould structure | |
| CN112049417A (en) | Template piece and template construction system | |
| CN214272122U (en) | Equipment foundation reserved hole template convenient to combine and reuse | |
| CN220146222U (en) | Contact net is mould for basis | |
| CN219794665U (en) | Aluminum alloy template connecting device for building | |
| CN217581184U (en) | Building multipurpose steel mould | |
| CN213946865U (en) | Modular structure of steel bar truss precast slab side forms | |
| CN219153256U (en) | Combined plate lowering mould | |
| CN217268812U (en) | Novel plane template of quick installation | |
| CN209924253U (en) | Hollow internal mold single shell with higher hollow rate and hollow internal mold | |
| CN215881996U (en) | Fast assembly formula concrete mould for concrete garden component | |
| CN219365420U (en) | Plug-in type section steel main back edge device | |
| CN217711675U (en) | Reinforced plastic formwork | |
| CN216042603U (en) | Leakage-proof template for aluminum mould outer wall | |
| CN220434051U (en) | Form removal-free constructional column and door buttress device | |
| CN217268809U (en) | PVC plastic steel flat die flitch integration terminal building templates |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |