CN211229514U - Clear water concrete column pouring section mould system - Google Patents
Clear water concrete column pouring section mould system Download PDFInfo
- Publication number
- CN211229514U CN211229514U CN201921223988.2U CN201921223988U CN211229514U CN 211229514 U CN211229514 U CN 211229514U CN 201921223988 U CN201921223988 U CN 201921223988U CN 211229514 U CN211229514 U CN 211229514U
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- concrete column
- template
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 20
- 238000009415 formwork Methods 0.000 claims description 25
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 239000010410 layer Substances 0.000 claims description 10
- 239000000758 substrate Substances 0.000 claims description 8
- 230000007246 mechanism Effects 0.000 claims description 7
- 239000011247 coating layer Substances 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims 2
- 238000003780 insertion Methods 0.000 claims 2
- 230000008878 coupling Effects 0.000 abstract description 13
- 238000010168 coupling process Methods 0.000 abstract description 13
- 238000005859 coupling reaction Methods 0.000 abstract description 13
- 230000003014 reinforcing effect Effects 0.000 abstract description 5
- 210000003128 head Anatomy 0.000 abstract description 4
- 210000002489 tectorial membrane Anatomy 0.000 abstract description 4
- 239000000428 dust Substances 0.000 abstract description 2
- 238000010030 laminating Methods 0.000 description 6
- 239000002002 slurry Substances 0.000 description 5
- 238000009416 shuttering Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000003746 surface roughness Effects 0.000 description 1
- -1 tile sticking Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model belongs to the building field, concretely relates to clear water concrete column pouring section mould system, the main part includes the mould shell, sets up the base around the bottom corresponding to the rail, and base upper portion encloses to connect the mould shell base member that the setting comprises the cooperation of four templates, and the external mould shell rigid coupling device that sets up of mould shell base member, the template including the bilayer structure of connecting interior base plate and the outer base plate component on the stupefied of the back of the body, interior base plate surface bonds and sets up the tectorial membrane layer, mould shell rigid coupling device enclose to connect by four rigid coupling pieces head and the tail and constitute. Compared with the prior art, the utility model provides an adopt the step lock between the template, adopt inside and outside step structure lock between template and the base, the surface of template has the tectorial membrane layer, and the mould shell base member adopts mould shell rigid coupling device to consolidate, makes the utility model has the advantages of leak protection performance is strong, structural strength is high, the dismouting is swift, the reinforcing effect is good, adopts the utility model discloses the clear water concrete column appearance of building out is pleasing to the eye, and the surface is smooth, does not bubble, no dust.
Description
Technical Field
The utility model belongs to the building field, concretely relates to clear water concrete column pouring section mould system.
Background
The fair-faced concrete and the fair-faced formwork are expression techniques of modern architecture, and are also called decorative concrete due to the extremely good decorative effect. The basic idea is that after concrete is poured, no material such as coating, tile sticking, stone sticking and the like is needed, and a plain-color method of concrete is expressed. However, a waterproof protective film may be sprayed on the surface of the substrate due to fear of being saturated or deteriorated by rainwater.
At present, the construction of the clear water concrete column has the following problems: 1. the surface roughness of the template is not low enough, so that the surface quality of the constructed fair-faced concrete column is not high enough; 2. the connection between the bottom of the template and the connection part of the base is not tight enough, so that slurry is easy to leak; 3. the joints among the four templates are not tight enough, so that slurry is easy to leak; 4. because the column is generally higher, and the template customized in a factory is smaller, an upper template and a lower template are required to be spliced for use, so that the fair-faced concrete is easy to form bulges at the splicing part of the templates during pouring, the surface quality of the column is influenced, and the risk of slurry leakage exists at the splicing part; 5. the reinforcing effect of the existing template fixing device is not good enough, the dismounting is not convenient enough, the dismounting cost time is long, and the construction period is influenced.
SUMMERY OF THE UTILITY MODEL
In order to compensate for the defects of the prior art, the utility model provides a clear water concrete column pouring section mould system's technical scheme.
Clear water concrete column pour section mould system, the main part sets up the base including enclosing the mould shell of locating steel bar rail all around, its characterized in that sets up around the bottom that corresponds to the steel bar rail, base upper portion encloses to connect the mould shell base member that sets up to constitute by the cooperation of four templates, the external mould shell rigid coupling device that sets up of mould shell base member, the template including the bilayer structure of connecting the interior base plate on the stupefied of the back of the body and outer base plate constitution, interior base plate surface bonding sets up the tectorial membrane layer, mould shell rigid coupling device constitute by four rigid coupling head and the tail enclose, the rigid coupling head cooperation sets up the square through hole of level and vertical square through hole, the end connection sets up screw rod fastening mechanism, the rigid coupling afterbody sets up a set of vertical jack.
The clear water concrete column pouring section mould system is characterized in that the width of the inner base plate is smaller than that of the outer base plate, so that steps are formed on two sides of the template, and two adjacent templates are matched through step buckling.
The cast-in-place formwork system for the fair-faced concrete columns is characterized in that the four inner corners of the formwork base body are provided with angle line molds in a matched mode, and each angle line mold comprises two connecting surfaces forming a right angle and a formwork surface connected with the two connecting surfaces respectively.
The clear water concrete column pouring section mould system is characterized in that one connecting surface of the angle line mould is provided with an embedded edge which is clamped between the two corresponding mould plates.
The clear water concrete column pouring section mould system is characterized in that the screw fastening mechanism comprises a screw which is in threaded connection with the end part of the fixed connection piece, a nut is connected and arranged at the inner end of the screw, a pin shaft with a retaining head penetrates through a counter bore on the pressing block to be connected with the nut, and the pressing block is in running fit with the pin shaft.
The clear water concrete column pouring section mould system is characterized in that the tail part of the fixed connecting piece is in inserting fit with the corresponding square through hole, and the jack on the tail part of the fixed connecting piece is connected with the corresponding square through hole through a bolt.
The clear water concrete column pouring section mould system is characterized in that the upper end and the lower end of the pressing block are provided with protrusions, and the pressing block is in sliding fit with the square through hole through the protrusions.
The clear water concrete column pouring section mould system is characterized in that the inner side of the base is provided with an inner step structure, and the bottom end of the correspondingly connected template is provided with an outer step structure.
Compared with the prior art, the utility model provides an adopt the step lock between the template, adopt inside and outside step structure lock between template and the base, the surface of template has the tectorial membrane layer, and the mould shell base member adopts mould shell rigid coupling device to consolidate, makes the utility model has the advantages of leak protection performance is strong, structural strength is high, the dismouting is swift, the reinforcing effect is good, adopts the utility model discloses the clear water concrete column appearance of building out is pleasing to the eye, and the surface is smooth, does not bubble, no dust.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the connection structure of the mold shell base and the mold shell fixing device of the present invention;
FIG. 3 is a schematic view of the basic structure of the mold shell of the present invention;
FIG. 4 is an enlarged view taken at A in FIG. 3;
FIG. 5 is a schematic view of the upper structure of the basic body of the mold shell of the present invention;
FIG. 6 is a schematic top view of a mold shell according to the present invention;
fig. 7 is a schematic top view of the template of the present invention;
fig. 8 is a schematic diagram of the structure of the template viewed from the right in the present invention;
FIG. 9 is a schematic view of a formwork fastening device according to the present invention;
FIG. 10 is a second schematic structural view of a formwork securing device of the present invention;
FIG. 11 is a schematic view of a fastening member according to the present invention;
fig. 12 is a second schematic structural view of the fastening member of the present invention;
fig. 13 is a schematic view of a connection structure of the pressing block and the screw rod in the present invention;
fig. 14 is a schematic top view of the base according to the present invention.
In the figure: the die comprises a base 1, a die shell base body 2, a die plate 21, an outer base plate 2100, an inner base plate 2101, a coating layer 2102, an angle line die 22, a connecting surface 2200, a cavity surface 2201, reinforcing ribs 2202, a flange 2203, a back edge 23, a fixing piece 3, a square through hole 300, a through groove 301, an inserting hole 302, a screw 32, a pressing block 33, a protrusion 3300, a nut 34, a pin shaft 35 and a guide sleeve 36.
Detailed Description
The present invention will be further explained with reference to the accompanying drawings.
As shown in fig. 1-14, the cast formwork system for the fair-faced concrete column includes a formwork surrounding the steel bar fence, the steel bar fence is embedded on the ground, the steel bar fence is matched with the external contour shape of the fair-faced concrete column, a base 1 is arranged around the bottom of the steel bar fence, a formwork base 2 formed by four formworks 21 in a matched manner is arranged on the upper portion of the base 1 in a surrounding manner, the formwork base 2 is externally connected with a formwork fixedly connecting device, the formwork 21 includes a double-layer structure composed of an inner base 2101 and an outer base 2100 connected to a back edge 23, and a film covering layer 2102 is adhered to the surface of the inner base 2101. The shuttering fixing device is formed by connecting four fixing members 3 end to end in a surrounding way, the head of the fixing member 3 is provided with a horizontal square through hole 300 and a vertical through groove 301 in a matching way, the head end is connected with a screw fastening mechanism, and the tail of the fixing member 3 is provided with a group of vertical jacks 302.
The concrete structure of the shuttering base: the formwork base body 2 comprises four formwork plates 21 and four corner line dies 22, the four formwork plates 21 are sequentially connected to form a rectangular die cavity, an inner base plate 2101 and an outer base plate 2100 in each formwork plate 21 are fixedly glued, the width of the inner base plate 2101 is smaller than that of the outer base plate 2100, steps are formed on two sides of each formwork plate 21, and two adjacent formwork plates 21 are matched through the steps in a buckling mode to prevent slurry leakage. The angle line die 22 is fixedly connected to four inner angles of the die cavity, the angle line die 22 is integrally made of plastics and comprises two connecting surfaces 2200 forming a right angle and two die cavity surfaces 2201 respectively connected with the two connecting surfaces 2200, the connecting surfaces 2200 are glued on the inner side of the inner substrate 2101 and fixed through screws, one of the connecting surfaces 2200 extends outwards to form an embedded edge 2202, the embedded edge 2202 is clamped between the two corresponding die plates 21, the die cavity surfaces 2201 are wavy, and a plurality of reinforcing ribs 2202 are arranged in the line body 22. In addition, because the template body that interior base plate 2101 and outer base plate 2100 constitute is that a plurality of boards splice from top to bottom forms, the outside of outer base plate 2100 is through the fixed back arris 23 of screw, and back arris 23 sets up vertically, splices the template body through back arris 23. Laminating layer 2102 veneer is on inner substrate 2101 surface, and laminating layer 103 is laminating paper, and the inner substrate 2101 surface that has set up laminating layer 2102 is smooth, and gloss is bright, and is waterproof, fire prevention, has good durability (weatherability, corrosion resistance, chemical resistance) and anti-soil ability, uses the utility model discloses a template construction for the clear water concrete die surface is comparatively smooth, can be better tear the mould open and avoid the secondary to drape over the ash, improves work efficiency greatly and has saved the manpower, the material, simultaneously, because inner substrate 2101 is the multiply wood structure that forms of concatenation from top to bottom, adopts laminating layer 2102 can cover the gap between the board, prevents that corresponding arch from appearing in clear water concrete column surface.
The concrete structure of the shuttering fastening device: the shuttering fixing device is formed by connecting four fixing members 3 end to end in a surrounding way, the head of the fixing member 3 is provided with a horizontal square through hole 300 and a vertical through groove 301 in a matching way, the head end is connected with a screw fastening mechanism, and the tail of the fixing member 3 is provided with a group of vertical jacks 302. The screw fastening mechanism comprises a screw 32 which is in threaded connection with the end part of the fixed connection part 3, the inner end of the screw 32 is connected with a welding nut 34, a pin shaft 35 with a stopper penetrates through a counter bore on the pressing block 33 to be connected with the nut 34, and the pressing block 33 is in running fit with the pin shaft 35. The tail part of each rigid connection part 3 is in inserting fit with the corresponding square through hole 300, the jack 302 on the tail part of the rigid connection part 3 is connected with the corresponding through groove 301 through a T-shaped bolt, and the pressing block 4 in the square through hole 300 presses the inserted rigid connection part 3 from the side direction to lock the rigid connection part 3. Because jack 302 has a plurality ofly, leads to groove 301 and has certain control range, and the hookup location between rigid coupling 3 can be adjusted, so the utility model discloses can be applicable to not unidimensional template. In addition, the upper end and the lower end of the pressing block 33 are provided with protrusions 3300, and the pressing block 33 is in sliding fit with the through groove 301 through the protrusions 3300.
In order to ensure the stability of the movement of the screw rod 32, the head end of the fixed connection part 3 is fixedly connected with a guide sleeve 36 with internal threads, and the screw rod 32 is in threaded connection with the guide sleeve 36.
The concrete connection structure of base and template: the base 1 is square frame form, and the inboard of base 1 sets up the interior step structure of outer height interior low, and simultaneously, four interior angles of base 1 inboard set up triangular base angle 100, and base angle 100 is highly unanimous with the first layer in the interior step structure of base 1, and the template 21 bottom of corresponding connection sets up to the exterior step structure, and interior step structure and exterior step structure looks lock, and the bottom of template 21 still bonds the one deck unifacial features in addition, can prevent template 21 bottom from leaking the thick liquid like this. In addition, the umbilical 22 is located just above the base corner 100, which acts to prevent slurry leakage at the position of the umbilical 22.
During operation buries steel reinforcement rail underground on the ground in advance, then pours round base 1 according to the sideline in steel reinforcement rail's bottom outer lane, will again the utility model provides a four template 21 place on base 1 and laminating steel reinforcement rail, consolidate four template 21 with the mould shell rigid coupling device immediately, pour the die cavity at last, treat clear water concrete column shaping and stable back, demolish template 21 and mould shell rigid coupling device.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention.
Claims (8)
1. A clear water concrete column pouring section mould system comprises a main body and a mould shell, wherein the mould shell is arranged around a steel bar fence, and the clear water concrete column pouring section mould system is characterized in that a base (1) is arranged around the bottom of the steel bar fence, a mould shell base body (2) formed by matching four mould plates (21) is arranged on the upper portion of the base (1) in a surrounding manner, the mould shell base body (2) is externally connected with a mould shell fixedly connecting device, the template (21) comprises a double-layer structure consisting of an inner substrate (2101) and an outer substrate (2100) which are connected on a back edge (23), a coating layer (2102) is adhered on the surface of the inner substrate (2101), the formwork fixedly connecting device is formed by connecting four fixedly connecting parts (3) in an enclosing manner end to end, the heads of the fixedly connecting parts (3) are provided with a horizontal square through hole (300) and a vertical through groove (301) in a matching manner, the head end parts are connected with screw rod fastening mechanisms, and the tails of the fixedly connecting parts (3) are provided with a group of vertical insertion holes (302).
2. The cast-in-place form system of the as-cast-in-place concrete column as claimed in claim 1, wherein the width of the inner base plate (2101) is smaller than that of the outer base plate (2100), so that steps are formed on two sides of the formwork (21), and two adjacent formworks (21) are in buckling fit with each other through the steps.
3. The cast-in-place form system of as-cast-in-place concrete column as claimed in claim 1, wherein the form body (2) is provided with a rectangular form (22) at its four inner corners, and the rectangular form (22) comprises two connecting surfaces (2200) forming a right angle and a form surface (2201) connected to the two connecting surfaces (2200), respectively.
4. The cast-in-place formwork system for the as-cast-in-place concrete columns as claimed in claim 3, wherein a connecting surface (2200) of the angle line formwork (22) is provided with a caulking side (2202), and the caulking side (2202) is clamped between the two corresponding formworks (21).
5. The cast-in-place form system for the as-cast-in-place concrete columns as claimed in any one of claims 1 to 4, wherein the screw fastening mechanism comprises a screw (32) which is in threaded connection with the end portion of the head of the fixing member (3), a nut (34) is connected to the inner end of the screw (32), a pin shaft (35) with a stopper passes through a countersunk hole in the pressing block (33) to be connected with the nut (34), and the pressing block (33) is in running fit with the pin shaft (35).
6. The cast-in-place form system of the as-cast-in-place concrete column as claimed in claim 5, wherein the tail of the rigid connecting member (3) is inserted and matched with the corresponding square through hole (300), and the insertion hole (302) on the tail of the rigid connecting member (3) is connected with the corresponding through groove (301) through a bolt.
7. The cast-in-place form system of the as-cast-in-place concrete column as claimed in claim 5, wherein the upper and lower ends of the pressing block (33) are provided with protrusions (3300), and the pressing block (33) is in sliding fit with the through groove (301) through the protrusions (3300).
8. A cast-in-place form system for as-cast-in-place concrete columns as claimed in any one of claims 1 to 4, wherein the inner side of the base (1) is provided with an inner step structure, and the bottom end of the corresponding connected form (21) is provided with an outer step structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921223988.2U CN211229514U (en) | 2019-07-31 | 2019-07-31 | Clear water concrete column pouring section mould system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921223988.2U CN211229514U (en) | 2019-07-31 | 2019-07-31 | Clear water concrete column pouring section mould system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211229514U true CN211229514U (en) | 2020-08-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921223988.2U Active CN211229514U (en) | 2019-07-31 | 2019-07-31 | Clear water concrete column pouring section mould system |
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| Country | Link |
|---|---|
| CN (1) | CN211229514U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409810A (en) * | 2019-07-31 | 2019-11-05 | 浙江圣奥家具制造有限公司 | Clear water concrete column pours pattern system |
-
2019
- 2019-07-31 CN CN201921223988.2U patent/CN211229514U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409810A (en) * | 2019-07-31 | 2019-11-05 | 浙江圣奥家具制造有限公司 | Clear water concrete column pours pattern system |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
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Address after: 311200, No. 35, Ning Dong Road, Xiaoshan economic and Technological Development Zone, Xiaoshan District, Zhejiang, Hangzhou Patentee after: Shengao Technology Co.,Ltd. Country or region after: China Address before: 311200 No.35 Ningdong Road, Xiaoshan Economic Development Zone, Xiaoshan District, Hangzhou City, Zhejiang Province Patentee before: ZHEJIANG SUNON FURNITURE MANUFACTURING Co.,Ltd. Country or region before: China |