CN212613727U - Be applied to mould shell of close rib structure superstructure building - Google Patents
Be applied to mould shell of close rib structure superstructure building Download PDFInfo
- Publication number
- CN212613727U CN212613727U CN202021168421.2U CN202021168421U CN212613727U CN 212613727 U CN212613727 U CN 212613727U CN 202021168421 U CN202021168421 U CN 202021168421U CN 212613727 U CN212613727 U CN 212613727U
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- CN
- China
- Prior art keywords
- bracing piece
- fixedly connected
- outer barrel
- mould shell
- angle steel
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 36
- 239000010959 steel Substances 0.000 claims abstract description 36
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 11
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 11
- 241001330002 Bambuseae Species 0.000 claims abstract description 11
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 11
- 239000011425 bamboo Substances 0.000 claims abstract description 11
- 239000012634 fragment Substances 0.000 claims abstract description 8
- 238000009415 formwork Methods 0.000 claims description 18
- 230000000694 effects Effects 0.000 abstract description 7
- 238000009434 installation Methods 0.000 abstract description 3
- 230000002457 bidirectional effect Effects 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a be applied to mould shell of close rib structure superstructure building, including outer barrel, the inside of outer barrel is pegged graft and is had the bracing piece, the positive fixedly connected with horizontal pole of bracing piece, the surperficial threaded connection of bracing piece has a screw thread section of thick bamboo, the top fixedly connected with layer board of a screw thread section of thick bamboo, the last fixed surface of layer board is connected with channel-section steel fossil fragments, channel-section steel fossil fragments's side fixedly connected with angle steel, the upper surface overlap joint of angle steel has the mould shell. This be applied to mould shell of close rib structure superstructure building through setting up the bracing piece, can the supporting plate, through setting up the clamp, can make bracing piece and horizontal pole fixed, keeps the stability of structure, through setting up a screw thread section of thick bamboo, can make bracing piece and layer board fixed, through setting up the angle steel, can place the mould shell, through setting up outer barrel, can rise the height of bracing piece to make this mould shell of being applied to close rib structure superstructure building have the installation, dismantle simple effect.
Description
Technical Field
The utility model relates to a mould shell technical field specifically is a be applied to mould shell of close rib structure superstructure building.
Background
The multi-ribbed floor system is composed of thin plates and rib beams with small intervals, and is divided into a unidirectional multi-ribbed floor system and a bidirectional multi-ribbed floor system, and the bidirectional multi-ribbed floor system bears load in a bidirectional mode, so that the stress performance is good.
The formwork is a tool type formwork for a reinforced concrete cast-in-place ribbed floor, and the existing formwork is complex in structure, so that the formwork is difficult to install and disassemble.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a be applied to mould shell of close rib structure superstructure building to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a be applied to mould shell of close rib structure superstructure building, includes outer barrel, the inside of outer barrel is pegged graft and is had the bracing piece, the positive fixedly connected with horizontal pole of bracing piece, the surperficial threaded connection of bracing piece has a screw thread section of thick bamboo, the top fixedly connected with layer board of a screw thread section of thick bamboo, the last fixed surface of layer board is connected with channel-section steel fossil fragments, the side fixedly connected with angle steel of channel-section steel fossil fragments, the upper surface overlap joint of angle steel has the mould shell.
Preferably, the side threaded connection of outer barrel has the screw rod, and the one end of screw rod inwards extends to the inner wall of outer barrel, the other end fixed connection connecting cylinder of screw rod, the cross-section of connecting cylinder is the excircle square form.
Preferably, the inner wall of the connecting cylinder is inserted with a crank, the surface of the crank is fixedly connected with a rubber sleeve, and the surface of the rubber sleeve is provided with a convex block for skid resistance.
Preferably, the surface of bracing piece passes through bolt fixedly connected with clamp, the clamp is semicircle form, and the internal diameter of clamp equals with the external diameter of horizontal pole, the fixed surface that clamp and bracing piece were passed through to the surface of horizontal pole is connected.
Preferably, the side surface of the angle steel is in threaded connection with a fastening bolt, and one end of the fastening bolt penetrates through the side surface of the vertical plate of the angle steel and extends to the side surface of the channel steel keel.
Preferably, the formwork comprises a side rib lapped with the upper surface of the angle steel, the inner wall of the side rib is fixedly connected with the casing and the dismounting holding rod respectively, the inner wall of the casing is fixedly connected with a side rib, and the inner top wall of the casing is fixedly connected with a top rib.
Advantageous effects
The utility model provides a be applied to mould shell of close rib structure superstructure building possesses following beneficial effect:
1. this be applied to mould shell of close rib structure superstructure building through setting up the bracing piece, can the supporting plate, through setting up the clamp, can make bracing piece and horizontal pole fixed, keeps the stability of structure, through setting up a screw thread section of thick bamboo, can make bracing piece and layer board fixed, through setting up the angle steel, can place the mould shell to it has the simple effect of installation, dismantlement to make this mould shell of being applied to close rib structure superstructure building.
2. This be applied to mould shell of close rib structure superstructure building through setting up outer barrel, can rise the height of bracing piece, through setting up the screw rod, can the position of fixed support pole, through setting up the crank, can conveniently rotate the screw rod to the mould shell of making this be applied to close rib structure superstructure building has the not effect of high building of adaptation.
Drawings
FIG. 1 is a schematic view of a front cross-sectional structure of the present invention;
FIG. 2 is a schematic view of the bottom view of the mold shell of the present invention;
fig. 3 is an enlarged schematic view of a portion a in fig. 1.
In the figure: the detachable support rod comprises an outer barrel body 1, a support rod 2, a cross rod 3, a threaded barrel 4, a supporting plate 5, a channel steel keel 6, angle steel 7, a connecting barrel 8, a crank 9, a hoop 10, a side rib 11, a shell 12, a detachable holding rod 13, a side rib 14 and a top rib 15.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: the utility model provides a be applied to mould shell of close rib structure superstructure building, including outer barrel 1, the side threaded connection of outer barrel 1 has the screw rod, and the one end of screw rod inwards extends to outer barrel 1's inner wall, the other end fixed connection connecting cylinder 8 of screw rod, the cross-section of connecting cylinder 8 is the excircle cubic form, the inner wall of connecting cylinder 8 is pegged graft and is had crank 9, the fixed surface of crank 9 is connected with the rubber sleeve, and the surface of rubber sleeve is provided with and is used for skid-proof lug, through setting up outer barrel 1, can rise the height of bracing piece 2, the inside of outer barrel 1 is pegged graft and is had bracing piece 2.
Through setting up the screw rod, can the position of fixed support bar 2, through setting up crank 9, can conveniently rotate the screw rod, thereby make this mould shell of being applied to dense rib structure superstructure building have the effect of the not high building of adaptation, the positive fixedly connected with horizontal pole 3 of bracing piece 2, bolt fixedly connected with clamp 10 is passed through on the surface of bracing piece 2, clamp 10 is half circular, and the internal diameter of clamp 10 equals with the external diameter of horizontal pole 3, clamp 10 is passed through on the surface of horizontal pole 3 and is connected with the fixed surface of bracing piece 2, through setting up clamp 10, can make bracing piece 2 fixed with horizontal pole 3, keep the stability of structure.
The surface thread of bracing piece 2 is connected with a screw thread section of thick bamboo 4, the top fixedly connected with layer board 5 of a screw thread section of thick bamboo 4, through setting up bracing piece 2, can support layer board 5, through setting up screw thread section of thick bamboo 4, can make bracing piece 2 fixed with layer board 5, the last fixed surface of layer board 5 is connected with channel-section steel fossil fragments 6, the side fixedly connected with angle steel 7 of channel-section steel fossil fragments 6, the side threaded connection fastening bolt of angle steel 7, and fastening bolt's one end runs through the perpendicular board side of angle steel 7 and extends to the side of channel-section steel fossil.
Through setting up angle steel 7, can place the mould shell, the upper surface overlap joint of angle steel 7 has the mould shell, the mould shell include with 7 upper surface overlap joint of angle steel edge rib 11, the inner wall difference fixedly connected with casing 12 of edge rib 11 and dismantlement holding rod 13, the inner wall fixedly connected with side rib 14 of casing 12, the interior roof fixedly connected with top rib 15 of casing 12 to the mould shell that makes this be applied to close rib structure superstructure has the installation, dismantles simple effect.
The working principle is as follows: when the formwork applied to the dense-rib-structure floor building is used, the outer barrel body 1 is erected on the ground, the supporting rod 2 is inserted into the outer barrel body 1, the height is adjusted, the connecting end of the crank 9 is inserted into the connecting barrel 8, the crank 9 is used for screwing the screw rod, the supporting rod 2 is fixed with the outer barrel body 1, the cross rod 3 is fixed with the supporting rod 2 through the hoop 10, the upper portion of the supporting rod 2 is connected with the threaded barrel 4, the angle steel 7 is fixed on the side face of the channel steel keel 6 through the fastening bolt, after the formwork is installed, the formwork is lapped on the upper surface of the angle steel 7, when the formwork is needed to be disassembled, the formwork is disassembled from bottom to top, and finally the formwork is disassembled through the disassembling holding rod 13, so that the formwork applied to the dense-rib-structure floor building has the effects of simple.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a be applied to mould shell of close rib structure superstructure building, includes outer barrel (1), its characterized in that: the utility model discloses a support bar, including outer barrel (1), the inside grafting of outer barrel (1) has bracing piece (2), the front fixedly connected with horizontal pole (3) of bracing piece (2), the surperficial threaded connection of bracing piece (2) has a screw thread section of thick bamboo (4), the top fixedly connected with layer board (5) of a screw thread section of thick bamboo (4), the last fixed surface of layer board (5) is connected with channel-section steel fossil fragments (6), the side fixedly connected with angle steel (7) of channel-section steel fossil fragments (6), the upper surface overlap joint of angle steel (7) has the mould shell.
2. A formwork for use in a multi-ribbed floor building as claimed in claim 1, wherein: the side threaded connection of outer barrel (1) has the screw rod, and the one end of screw rod inwards extends to the inner wall of outer barrel (1), the other end fixed connection connecting cylinder (8) of screw rod, the cross-section of connecting cylinder (8) is the excircle cubic form.
3. A formwork for use in a multi-ribbed floor building as claimed in claim 2, wherein: the inner wall of the connecting cylinder (8) is inserted with a crank (9), the surface of the crank (9) is fixedly connected with a rubber sleeve, and the surface of the rubber sleeve is provided with a convex block for skid resistance.
4. A formwork for use in a multi-ribbed floor building as claimed in claim 1, wherein: the surface of bracing piece (2) passes through bolt fixedly connected with clamp (10), clamp (10) are semicircle form, and the internal diameter of clamp (10) equals with the external diameter of horizontal pole (3), the fixed surface that clamp (10) and bracing piece (2) are passed through to the surface of horizontal pole (3) is connected.
5. A formwork for use in a multi-ribbed floor building as claimed in claim 1, wherein: and the side surface of the angle steel (7) is in threaded connection with a fastening bolt, and one end of the fastening bolt penetrates through the side surface of the vertical plate of the angle steel (7) and extends to the side surface of the channel steel keel (6).
6. A formwork for use in a multi-ribbed floor building as claimed in claim 1, wherein: the formwork comprises a side rib (11) lapped with the upper surface of the angle steel (7), the inner wall of the side rib (11) is fixedly connected with a shell (12) and a dismounting holding rod (13) respectively, the inner wall of the shell (12) is fixedly connected with a side rib (14), and the inner top wall of the shell (12) is fixedly connected with a top rib (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021168421.2U CN212613727U (en) | 2020-06-22 | 2020-06-22 | Be applied to mould shell of close rib structure superstructure building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021168421.2U CN212613727U (en) | 2020-06-22 | 2020-06-22 | Be applied to mould shell of close rib structure superstructure building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212613727U true CN212613727U (en) | 2021-02-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021168421.2U Active CN212613727U (en) | 2020-06-22 | 2020-06-22 | Be applied to mould shell of close rib structure superstructure building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212613727U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115717477A (en) * | 2022-10-08 | 2023-02-28 | 中交一公局集团有限公司 | Support system for basement multi-ribbed floor structure and construction process thereof |
-
2020
- 2020-06-22 CN CN202021168421.2U patent/CN212613727U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115717477A (en) * | 2022-10-08 | 2023-02-28 | 中交一公局集团有限公司 | Support system for basement multi-ribbed floor structure and construction process thereof |
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