CN218541471U - Outer scaffold is wall system even - Google Patents
Outer scaffold is wall system even Download PDFInfo
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- CN218541471U CN218541471U CN202222658552.4U CN202222658552U CN218541471U CN 218541471 U CN218541471 U CN 218541471U CN 202222658552 U CN202222658552 U CN 202222658552U CN 218541471 U CN218541471 U CN 218541471U
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- jacking
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- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000008439 repair process Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model discloses an outer scaffold even wall system, detain back the roof-rack, link the horizontal horizon bar of wall and link the vertical horizon bar of wall including the outer scaffold of major structure, dish, the outer scaffold of major structure is built in the outside of major structure, and the dish is detained back the roof-rack and is built inside major structure, and the bottom of dish is detained back the roof-rack and is equipped with adjustable base, and the top is equipped with adjustable top support, adjusts adjustable base and adjustable top support and is used for detaining the dish back the roof-rack with this floor and upper floor top tight, and the outer scaffold of major structure and dish are detained back between the roof-rack through several even vertical horizon bars of wall and link the horizontal horizon bar of wall to be connected fixedly. The utility model discloses simple structure, dismantlement convenience are applicable to the higher building of large-span and story height, avoid destroying major structure, reduce the later stage repair process.
Description
Technical Field
The utility model relates to a construction technical field of construction scaffolding especially relates to an outer scaffolding is wall system even.
Background
In the building construction technical field, in order to satisfy some construction outer wall and pour and construction such as decoration, need set up the construction outer scaffolding as interim handling frame along the structure outward flange, relate to the even wall mode between scaffold among the outer scaffolding technical essential, traditional outer scaffolding is even the wall mode and is included pre-buried connection and rearmounted connection, in facing the large-span and the higher building structure in floor height, pre-buried piece and rearmounted bolt link the wall measure can't satisfy outer scaffolding itself even the requirement of setting up of wall spare.
Therefore, how to create a new external scaffold wall-connecting system actually belongs to one of the currently important research and development issues.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to provide an outer scaffold frame is wall system even, makes it be applicable to the higher building of large-span and story height, guarantees the integrality of major structure, reduces the later stage and repairs the process to simple structure, it is convenient to dismantle to overcome prior art's not enough.
In order to solve the technical problem, the utility model provides an external scaffolding is wall system even, detain back the roof-rack, link the horizontal horizon bar of wall and link the vertical horizon bar of wall including the external scaffolding of major structure, dish, the external scaffolding of major structure is built in the outside of major structure, and the dish is detained and is returned the roof-rack and build inside major structure, and the bottom that the roof-rack was detained to the dish is equipped with adjustable base, and the top is equipped with adjustable top support, and it is tight with this layer of floor and upper floor roof top to adjust adjustable base and adjustable top support and be used for detaining the dish and return the roof-rack, and link the vertical horizon bar of wall and link the horizontal horizon bar of wall to be connected fixedly between the roof-rack with dish outside the major structure.
As an improvement of the utility model, the outer scaffold of major structure includes pole setting and horizontal pole, the vertical setting of pole setting, and the horizontal pole is horizontal and vertical level setting, builds the rectangle frame construction jointly.
Further, the dish is buckled and is returned roof-rack and detain the support body for socket joint formula dish, detain the montant, coil and detain the horizontal pole and coil and detain oblique pull rod including the dish, the dish is detained the vertical setting of montant, and the dish is detained the horizontal pole and is set up with vertical level, and the dish is detained oblique pull rod and is detained the montant and coil and detain the slope setting between the horizontal pole in the dish, the dish is detained and is installed the dish on the montant and detain the linking disc, and the dish is detained the horizontal pole, is detained oblique pull rod and all is detained to the dish through the bolt and is connected to the dish on the linking disc.
Further, adjustable top is held in the palm including pushing up support sleeve, pushing up interior pole, top support stopper and bracket in the support, push up support interior pole and install on pushing up support sleeve upper portion, bracket fixed connection pushes up the top of support interior pole, pushes up the support stopper and installs outside pushing up support interior pole for it is spacing, adjustable top holds in the palm to install at the top that the dish was buckled back the roof-rack through pushing up support sleeve socket joint.
Furthermore, a batten is arranged between the adjustable jacking support and the upper floor.
Further, adjustable base includes pole, base stopper and base in base sleeve, the pole is installed in the base sleeve lower part in the base, the bottom of pole in the base fixed connection, and the base stopper is installed outside the pole in the base for it is spacing, adjustable base is connected the bottom of detaining the overhead boom at the dish through base sleeve socket joint.
Furthermore, the wall-connecting transverse horizontal rod and the wall-connecting longitudinal horizontal rod are connected with the disc buckle back frame through a cross fastener, and an anti-skid fastener is arranged at the end part of the wall-connecting longitudinal horizontal rod.
Furthermore, the transverse horizontal rod of the connecting wall and the longitudinal horizontal rod of the connecting wall are both phi 48 circular steel tubes.
Furthermore, a transverse horizontal reinforcing rod is arranged at a connecting node of the connecting wall longitudinal horizontal rod and the main structure outer scaffold.
Further, the distance between the connecting node of the wall-connecting longitudinal horizontal rod and the main structure external scaffold and the main node of the main structure external scaffold is not more than 300mm.
After adopting such design, the utility model discloses following advantage has at least:
1. the top returning frame and the wall connecting cross rod of the utility model are convenient to mount and dismount, the integral shape of the rod piece is kept, and the integral structure is simple and stable;
2. the utility model discloses a return roof rack has still guaranteed the major structure integrality except playing the effect of consolidating the floor, reduces the later stage and repairs processes such as waiting to the structure, reduces major structure quality common fault.
Drawings
The foregoing is only an overview of the technical solutions of the present invention, and in order to make the technical means of the present invention more clearly understood, the present invention is described in further detail below with reference to the accompanying drawings and the detailed description of the present invention.
Fig. 1 is a schematic view of the vertical structure of the present invention.
Fig. 2 is a partially enlarged structural view of a portion a in fig. 1.
Fig. 3 is a schematic structural view of the adjustable base of the present invention.
Fig. 4 is a schematic structural view of the middle adjustable jacking device of the present invention.
Description of the reference numerals: 1. the adjustable jacking is realized; 2. coiling and buckling a vertical rod; 3. a horizontal rod connected with the wall; 4. coiling and buckling a diagonal draw bar; 5. coiling and buckling the cross rod; 6. an adjustable base; 7. the disc is buckled back to the top frame; 8. a wall-connecting longitudinal horizontal rod; 9. erecting a rod; 10. a cross bar; 11. an upper floor slab; 12. the floor slab; 13. a main structure external scaffold; 14. a horizontal stiffener; 15. a bracket; 16. wood block; 17. jacking the limiter; 18. supporting the sleeve; 19. supporting the inner rod; 20. a base sleeve; 21. an inner rod of the base; 22. a base retainer; 23. a base; 24. a bolt; 25. a cross fastener.
Detailed Description
Referring to fig. 1 to 4, the present invention provides an external scaffolding wall-connecting system, which comprises a main structure external scaffolding 13, a plate buckle back-top frame 7, a wall-connecting horizontal rod 3 and a wall-connecting vertical horizontal rod 8.
The main structure outer scaffold 13 is built outside the main structure and comprises upright rods 9 and cross rods 10, wherein the upright rods 9 are vertically arranged, and the cross rods 10 are horizontally arranged transversely and longitudinally to jointly build a rectangular frame structure.
The dish is buckled back the roof-rack and is detained the support body for the socket joint dish, builds inside major structure, detains montant 2, dish knot diagonal member 4, dish knot horizontal pole 5 and adjustable base 6 including adjustable top support 1, dish, the dish is detained 2 vertical settings of montant, dish knot horizontal pole 5 horizontal and vertical level setting, and the dish is detained diagonal member 4 and is detained montant 2 and dish and detain the slope setting between the horizontal pole 5 in the dish, the dish is detained and is installed the dish on the montant 2 and detain the connecting disc, and the dish is detained horizontal pole 5, dish and detains diagonal member 4 and all is connected to the dish through bolt 24 and detains on the connecting disc.
Adjustable top is held in palm 1 and is set up at the top of dish knot back roof-rack 7, and in this embodiment, adjustable top is held in the palm 1 including propping up support sleeve 18, push up interior pole 19 of support, push up support stopper 17 and bracket 15, push up interior pole 19 of support and install on top support sleeve 18 upper portion, and the top of pole 19 in the support is held in the palm in the top to bracket 15 fixed connection, and the top holds in the palm stopper 18 and installs outside pushing up interior pole 19 in the support for it is spacing. The jacking sleeve 18 is connected with the disc buckle vertical rod 2 in a socket joint mode, so that the adjustable jacking 1 is arranged at the top of the disc buckle back top frame 7.
Preferably, a batten 16 is arranged above the bracket 15 of the adjustable jacking 1, and the batten 16 is padded between the adjustable jacking 6 and the upper floor 11.
Main structure external scaffolding 13 is detained back roof-rack 7 through several even horizontal pole 3 of wall and even vertical horizontal pole 8 of wall and dish and is connected, and the dish is detained back roof-rack 7 and is tightly between this floor 12 and upper floor 11 through adjusting adjustable top support 1 and adjustable base 6 top, forms holistic external scaffolding like this and even the wall system both can be applicable to the higher building of large-span and floor height, can avoid again the destruction to main structure, reduces later stage repair process.
Preferably, the wall-connecting transverse horizontal rod 3 and the wall-connecting longitudinal horizontal rod 8 both adopt phi 48 circular steel tubes, the joints of the wall-connecting transverse horizontal rod and the wall-connecting longitudinal horizontal rod 8 are connected through cross fasteners 25, and anti-skid fasteners (not shown in the figure) are arranged at the end parts of the wall-connecting longitudinal horizontal rods 8 to play a role in skid resistance.
Preferably, a transverse horizontal reinforcing rod 14 is arranged at a connecting node of the wall connecting longitudinal horizontal rod 8 and the main structure external scaffold 13 for further increasing the structural stability, and the distance between the connecting node of the wall connecting longitudinal horizontal rod 8 and the main structure external scaffold 13 and the main node of the main structure external scaffold 13 is not more than 300mm.
The above description is only for the preferred embodiment of the present invention, and not intended to limit the present invention in any way, and those skilled in the art can make various modifications, equivalent changes and modifications using the above-described technical content, all of which fall within the scope of the present invention.
Claims (10)
1. The utility model provides an outer scaffold even wall system, its characterized in that, detain back the roof-rack, link the horizontal horizon bar of wall and link the vertical horizon bar of wall including the outer scaffold of major structure, dish, the outer scaffold of major structure is taken up and is built in the outside of major structure, and the dish is detained back the roof-rack and is taken inside the major structure, and the bottom of dish is detained back the roof-rack is equipped with adjustable base, and the top is equipped with adjustable top holder, and it is tight with this floor and upper floor top to adjust adjustable base and adjustable top holder and be used for detaining back the roof-rack with the dish, and the outer scaffold of major structure is detained back through several even vertical horizon bars of wall and link the horizontal horizon bar of wall to be connected fixedly between the roof-rack.
2. The external scaffolding wall-connecting system as claimed in claim 1, wherein the external scaffolding of the main structure comprises uprights and crossbars, the uprights being vertically arranged and the crossbars being horizontally arranged in the transverse and longitudinal directions to form a rectangular frame structure.
3. The external scaffolding system that links wall of claim 1, wherein, the dish is buckled and is returned roof-rack and detain the support body for socket joint formula dish, detain the montant including the dish, the dish is detained the horizontal pole and is detained oblique pull rod to the dish, the dish is detained the vertical setting of montant, and the dish is detained horizontal pole horizontal and vertical level setting, and the dish is detained oblique pull rod and is detained the montant in the dish and detain the slope setting between the horizontal pole, the dish is detained and is installed the dish on the montant and detain the connecting disc, and the dish is detained the horizontal pole, is detained oblique pull rod and all is detained on the connecting disc through the bolt connection to the dish.
4. The external scaffold wall connecting system according to claim 1, wherein the adjustable jacking comprises a jacking sleeve, a jacking inner rod, a jacking limiting stopper and a bracket, the jacking inner rod is installed on the upper portion of the jacking sleeve, the bracket is fixedly connected to the top of the jacking inner rod, the jacking limiting stopper is installed outside the jacking inner rod for limiting, and the adjustable jacking is installed on the top of the plate buckle back jacking frame through the jacking sleeve in a socket-and-spigot manner.
5. The external scaffolding wall-connecting system as claimed in claim 1, wherein a batten is provided between the adjustable jacking and the upper floor.
6. The external scaffold wall connecting system according to claim 1, wherein the adjustable base comprises a base sleeve, a base inner rod, a base stopper and a base, the base inner rod is installed at the lower part of the base sleeve, the base is fixedly connected to the bottom of the base inner rod, the base stopper is installed outside the base inner rod for limiting, and the adjustable base is connected to the bottom of the disc buckle back-up frame through the base sleeve in a socket-and-spigot manner.
7. The external scaffold wall connecting system according to claim 1, wherein the wall connecting transverse horizontal rod and the wall connecting longitudinal horizontal rod are connected with the disc fastener back top frame through cross fasteners, and anti-skid fasteners are arranged at the end parts of the wall connecting longitudinal horizontal rods.
8. The external scaffold wall connecting system according to claim 1, wherein the wall connecting transverse horizontal rods and the wall connecting longitudinal horizontal rods are all phi 48 circular steel tubes.
9. The external scaffolding wall connecting system according to claim 1, wherein a horizontal reinforcing bar is transversely arranged at a connecting node of the vertical horizontal bar of the connecting wall and the external scaffolding of the main structure.
10. The external scaffolding wall-connecting system according to claim 1, wherein the distance between the connecting node of the wall-connecting longitudinal horizontal rod and the external scaffolding of the main structure and the main node of the external scaffolding of the main structure is not more than 300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222658552.4U CN218541471U (en) | 2022-10-10 | 2022-10-10 | Outer scaffold is wall system even |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222658552.4U CN218541471U (en) | 2022-10-10 | 2022-10-10 | Outer scaffold is wall system even |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218541471U true CN218541471U (en) | 2023-02-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222658552.4U Active CN218541471U (en) | 2022-10-10 | 2022-10-10 | Outer scaffold is wall system even |
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| Country | Link |
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| CN (1) | CN218541471U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN120401778A (en) * | 2025-05-06 | 2025-08-01 | 中国五冶集团有限公司 | Method for erecting reinforced structure of wall connection members in super-high and super-span areas of buckle external scaffolding |
-
2022
- 2022-10-10 CN CN202222658552.4U patent/CN218541471U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN120401778A (en) * | 2025-05-06 | 2025-08-01 | 中国五冶集团有限公司 | Method for erecting reinforced structure of wall connection members in super-high and super-span areas of buckle external scaffolding |
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