CN217602073U - Big steel mould wood pattern banding board construction node - Google Patents
Big steel mould wood pattern banding board construction node Download PDFInfo
- Publication number
- CN217602073U CN217602073U CN202220459245.0U CN202220459245U CN217602073U CN 217602073 U CN217602073 U CN 217602073U CN 202220459245 U CN202220459245 U CN 202220459245U CN 217602073 U CN217602073 U CN 217602073U
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- Prior art keywords
- steel
- formwork
- shaped
- wall
- wood
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 132
- 239000010959 steel Substances 0.000 title claims abstract description 132
- 239000002023 wood Substances 0.000 title claims abstract description 41
- 238000010276 construction Methods 0.000 title claims abstract description 29
- 230000000149 penetrating effect Effects 0.000 claims abstract description 26
- 238000009415 formwork Methods 0.000 claims abstract description 24
- 238000007789 sealing Methods 0.000 claims abstract description 11
- 229920001342 Bakelite® Polymers 0.000 claims description 3
- 239000004637 bakelite Substances 0.000 claims description 3
- 238000007688 edging Methods 0.000 claims 5
- 230000035515 penetration Effects 0.000 claims 1
- 229920002994 synthetic fiber Polymers 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 6
- 239000002699 waste material Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 239000012634 fragment Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
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Abstract
A large steel form wood formwork edge sealing plate construction node relates to the field of engineering construction and comprises a large steel formwork, a pair of channel steel vertical ribs welded on two sides of the end part of the large steel formwork, a wood formwork blocked on the end surface of the large steel formwork, a pair of vertical batten keels supported on the outer side of the wood formwork, U-shaped steel bars transversely clamped on the outer sides of the pair of vertical batten keels, and wall penetrating screw rods longitudinally penetrating between the channel steel vertical ribs and the U-shaped steel bars; the inner end of the wall penetrating screw penetrates through the channel steel vertical ribs and is fastened through the inner round steel nut, the outer end of the wall penetrating screw is connected with the mountain-shaped clamp in a penetrating mode, the mountain-shaped clamp is clamped and fixed between the outer sides of the two horizontal sections of the U-shaped steel bar, and the outer side of the mountain-shaped clamp is fastened through the mountain-shaped nut which is connected on the wall penetrating screw in a penetrating mode. The utility model provides a horizontal fixed material often chooses for use angle steel or channel-section steel, has increased material cost, has the problem of wasting of resources.
Description
Technical Field
The utility model relates to an engineering construction field, in particular to big steel mould wood pattern banding construction node.
Background
The large steel mould construction shear wall has the advantages of high construction speed, good structural flatness, labor saving and the like. The big steel mould of tradition adopts the plank sheathing banding, and angle steel or channel-section steel are often chooseed for use to its horizontal fixed material, and shaped steel or channel-section steel need the project to purchase, have increased material cost among the intangible, need carry out the segmentation cutting when its channel-section steel or angle steel use and become suitable length, can only regard as the waste material to handle after using the completion, have the wasting of resources phenomenon.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a big steel mould wood former welt board construction node solves horizontal fixed material and chooses angle steel or channel-section steel for use often, has increased material cost, has the problem of wasting of resources.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a large steel form wood formwork edge sealing plate construction joint comprises a large steel form, a pair of channel steel vertical ribs welded on two sides of the end of the large steel form, a wood formwork blocked on the end face of the large steel form, a pair of vertical batten keels supported on the outer side of the wood formwork, U-shaped steel bars transversely clamped on the outer sides of the pair of vertical batten keels, and wall penetrating screw rods longitudinally penetrating between the channel steel vertical ribs and the U-shaped steel bars; the inner end of the wall-through screw penetrates through the channel steel vertical rib and is fastened through the inner round steel nut, the outer end of the wall-through screw is connected with the mountain-shaped clamp in a penetrating mode, the mountain-shaped clamp is clamped and fixed between the outer sides of the two horizontal sections of the U-shaped steel bar, and the outer side of the mountain-shaped clamp is fastened through the mountain-shaped nut connected to the wall-through screw in a penetrating mode.
Further preferred technical scheme: the back of the channel steel vertical rib is arranged outwards, and one side surface of the channel steel vertical rib is welded with the large steel template.
Further preferred technical scheme: the back of the channel steel vertical rib is flush with the end face of the large steel template.
Further preferred technical solution: and a connecting hole for penetrating a wall screw is formed in the middle of a frame on the back of the channel steel vertical rib.
Further preferred technical solution: the size of the connecting hole is 6mm larger than the diameter of the wall-through screw.
Further preferred technical solution: the diameter of the wall-through screw is not less than 12mm, and the length of the wall-through screw is not less than 250mm.
Further preferred technical solution: the diameter of the U-shaped steel bar is not less than 20mm, the length of the U-shaped steel bar is 350mm larger than the thickness of the shear wall, and the distance between two horizontal sections of the U-shaped steel bar is 75mm.
Further preferred technical solution: the distance between the vertical wood square keels is not more than 200mm.
Further preferred technical scheme: the wooden template is made of bakelite composite material.
Further preferred technical scheme: the thickness of the wood formwork is 15mm.
Compared with the prior art, the utility model has the following characteristics and beneficial effect:
the utility model discloses a U type steel bar horizontal fixation wood pattern banding board, it is more convenient to can be than angle steel or channel-section steel construction, and efficiency is higher, and the construction speed is faster.
The utility model discloses an adopt the purchase volume of on-the-spot angle steel or channel-section steel can be avoided to the U type reinforcing bar of reinforcing bar waste material preparation, can reduce the reinforcing bar waste at scene, resources are saved practices thrift construction cost.
Drawings
Fig. 1 is the utility model discloses big steel form wood pattern banding board construction joint's positive vertical plane schematic diagram.
Fig. 2 is the utility model discloses the side elevation schematic diagram of big steel mould wood former welt banding board construction node.
Fig. 3 is the utility model discloses the plane schematic diagram of big steel mould wood pattern banding board construction node.
Reference numerals are as follows: 1-channel steel vertical ribs, 2-vertical flitch keels, 3-wood templates, 4-U-shaped steel bars, 5-wall-penetrating screw rods, 6-mountain-shaped clamps, 7-mountain-shaped nuts, 8-inner circle steel nuts, 9-large steel templates and 10-outer circle steel nuts.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the 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 efforts all belong to the protection scope of the present invention.
Referring to fig. 1 to 3, the utility model relates to a large steel form wood formwork edge sealing plate construction joint, which comprises a large steel form 9, a pair of channel steel vertical ribs 1 welded at two sides of the end of the large steel form 9, a wood form 3 plugged at the end face of the large steel form 9, a pair of vertical flitch keels 2 supported at the outer side of the wood form 3, U-shaped steel bars 4 transversely clamped at the outer side of the pair of vertical flitch keels 2, and wall penetrating screws 5 longitudinally penetrated between the channel steel vertical ribs 1 and the U-shaped steel bars 4; the inner end of the wall penetrating screw rod 5 penetrates through the channel steel vertical rib 1 and is fastened through the inner round steel nut 8, the outer end of the wall penetrating screw rod 5 is connected with the mountain-shaped clamp 6 in a penetrating mode, the mountain-shaped clamp 6 is clamped and fixed between the outer sides of the two horizontal sections of the U-shaped steel bar 4, and the outer side of the mountain-shaped clamp 6 is fastened through the mountain-shaped nut 7 which is connected to the wall penetrating screw rod 5 in a penetrating mode.
The back of the channel steel vertical rib 1 is arranged outwards, one side of the channel steel vertical rib is welded with the large steel formwork 9, and the back of the channel steel vertical rib 1 is flush with the end face of the large steel formwork 9.
The specification of the channel steel vertical rib 1 is 8# channel steel, a connecting hole for penetrating and connecting the wall screw 5 is formed in the middle of a frame on the back side of the channel steel vertical rib 1, the size of the connecting hole is 5 +6mm of the wall screw, the diameter of the wall screw 5 is not less than 12mm, and the length of the connecting hole is not less than 250mm.
The diameter of the U-shaped steel bar 4 is not less than 20mm, the length of the U-shaped steel bar 4 is +350mm, and the distance between two horizontal sections of the U-shaped steel bar 4 is 75mm.
The cross-sectional dimension of the vertical wood square keel 2 is 40 multiplied by 80mm, and the distance is not more than 200mm.
The wooden template 3 is made of bakelite composite material and has the thickness of 15mm.
The wall-penetrating screw 5 is of a mantle fiber structure and is used for connecting the mountain-shaped nut 7 with the inner and outer circular steel nuts 8.
In the method, the vertical batten keels 2 and the wood templates 3 are combined to form the wood template edge sealing plate; the wood pattern edge sealing plate is generally positioned at the end part or the corner position of the channel steel vertical rib 1 at the end part of the large steel template 9, the steel template is not arranged at the position of the channel steel vertical rib 1, and the wood pattern edge sealing plate is adopted.
The big steel mould tip adopts the plank sheathing board to carry out the shutoff, and plank sheathing and vertical flitch fossil fragments nail jail in the plank sheathing board transversely block vertical flitch fossil fragments back through U shaped steel muscle are fixed in the connecting hole of channel-section steel vertical rib back frame through wearing the wall screw rod to wear the wall screw rod other end and fix through chevron card, chevron nut, excircle steel nut.
The utility model has simple structure and strong applicability, can effectively improve the construction efficiency of the on-site wood pattern edge sealing plate, and has fast construction speed; the U-shaped steel bar can be made of steel bar waste, so that the waste of the on-site steel bar can be effectively reduced, and the on-site cost is saved.
The novel installation method comprises the following steps:
firstly, sequentially connecting an excircle steel nut 10, a mountain-shaped clamp 6 and a mountain-shaped nut 7 on the outer end of a through-wall screw 5 in a penetrating manner.
And step two, the inner end of the wall-through screw rod 5 is connected with a connecting hole of a back frame of the channel steel vertical rib 1 at the end part of the large steel template 9 in a penetrating manner and is fastened through an inner circle steel nut.
And step three, attaching the wooden template 3 to the end part of the large steel template 9 at a correct position.
And step four, transversely fixing the wooden template 3 by using the U-shaped steel bars 4.
And step five, clamping the mountain-shaped clamp 6 on the outer side of the U-shaped steel bar 4, tightly pushing through the mountain-shaped clamp 6, and then screwing the excircle steel nut 10 to finish the reinforcement.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present specification describes embodiments, not every embodiment includes only a single embodiment, and such description is for clarity purposes only, and it is to be understood that all embodiments may be combined as appropriate by one of ordinary skill in the art to form other embodiments as will be apparent to those of skill in the art from the description herein.
Claims (10)
1. The utility model provides a big steel mould wood former banding board construction node which characterized in that: the wall-penetrating type steel formwork comprises a large steel formwork (9), a pair of channel steel vertical ribs (1) welded on two sides of the end part of the large steel formwork (9), a wood formwork (3) blocked on the end surface of the large steel formwork (9), a pair of vertical batten keels (2) supported on the outer side of the wood formwork (3), a U-shaped steel bar (4) transversely clamped on the outer sides of the pair of vertical batten keels (2) and a wall-penetrating screw (5) longitudinally penetrated between the channel steel vertical ribs (1) and the U-shaped steel bar (4); the inner end of the wall penetrating screw rod (5) penetrates through the channel steel vertical rib (1) and is fastened through the inner round steel nut (8), the outer end of the wall penetrating screw rod (5) is connected with the mountain-shaped clamp (6) in a penetrating mode, the mountain-shaped clamp (6) is clamped and fixed between the outer sides of two horizontal sections of the U-shaped steel bar (4), and the outer side of the mountain-shaped clamp (6) is fastened through the mountain-shaped nut (7) which is connected to the wall penetrating screw rod (5) in a penetrating mode.
2. The large steel form wood mold edge sealing plate construction joint according to claim 1, characterized in that: the back of the channel steel vertical rib (1) is arranged outwards, and one side surface of the channel steel vertical rib is welded with the large steel template (9).
3. The large steel form wood formwork edging plate construction joint of claim 1, characterized in that: the back of the channel steel vertical rib (1) is flush with the end surface of the large steel template (9).
4. The large steel form wood mold edge sealing plate construction joint according to claim 1, characterized in that: the middle of the frame at the back of the channel steel vertical rib (1) is provided with a connecting hole for the penetration of a wall screw (5).
5. The large steel form wood mold edge sealing plate construction joint according to claim 4, characterized in that: the size of the connecting hole is 6mm larger than the diameter of the wall-through screw (5).
6. The large steel form wood formwork edging plate construction joint of claim 1, characterized in that: the diameter of the wall-through screw rod (5) is not less than 12mm, and the length of the wall-through screw rod is not less than 250mm.
7. The large steel form wood formwork edging plate construction joint of claim 1, characterized in that: the diameter of the U-shaped steel bar (4) is not less than 20mm, the length of the U-shaped steel bar is 350mm greater than the thickness of the shear wall, and the distance between two horizontal sections of the U-shaped steel bar (4) is 75mm.
8. The large steel form wood mold edge sealing plate construction joint according to claim 1, characterized in that: the distance between the vertical wood square keels (2) is not more than 200mm.
9. The large steel form wood formwork edging plate construction joint according to any one of claims 1 to 8, characterized in that: the wood template (3) is made of bakelite synthetic material.
10. The large steel form wood formwork edging plate construction joint according to any one of claims 1 to 8, characterized in that: the thickness of the wood template (3) is 15mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220459245.0U CN217602073U (en) | 2022-03-04 | 2022-03-04 | Big steel mould wood pattern banding board construction node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220459245.0U CN217602073U (en) | 2022-03-04 | 2022-03-04 | Big steel mould wood pattern banding board construction node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217602073U true CN217602073U (en) | 2022-10-18 |
Family
ID=83562836
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220459245.0U Expired - Fee Related CN217602073U (en) | 2022-03-04 | 2022-03-04 | Big steel mould wood pattern banding board construction node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217602073U (en) |
-
2022
- 2022-03-04 CN CN202220459245.0U patent/CN217602073U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20221018 |