CN206888496U - A kind of overhanging scaffold embedded part structure - Google Patents
A kind of overhanging scaffold embedded part structure Download PDFInfo
- Publication number
- CN206888496U CN206888496U CN201720330564.0U CN201720330564U CN206888496U CN 206888496 U CN206888496 U CN 206888496U CN 201720330564 U CN201720330564 U CN 201720330564U CN 206888496 U CN206888496 U CN 206888496U
- Authority
- CN
- China
- Prior art keywords
- girder steel
- shaped board
- part structure
- embedded part
- girder
- 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.)
- Expired - Fee Related
Links
Abstract
It the utility model is related to assembly for scaffold field, a kind of more particularly to overhanging scaffold embedded part structure, including U-shaped board, connecting plate, girder steel I and girder steel II, the both ends of the girder steel I and girder steel II are respectively equipped with connecting plate, girder steel I is bolted with girder steel II, U-shaped board is provided between two girder steels I, U-shaped board also is provided between two girder steels II, groove is provided among the girder steel I and girder steel II, both ends are respectively equipped with anchor (bolt) hole, and described girder steel I, girder steel II and U-shaped board are bolted the isosceles triangle shape of composition closure respectively;Whole embedded part structure is connected by foundation bolt with floor, and counterweight is pressed with embedded part structure, and counterweight is arranged in the groove of girder steel I and girder steel II;The utility model advantage is contact area by increasing built-in fitting and floor and using counterweight, and both combine the stability for enhancing built-in fitting, more stable basis is provided to scaffold, adds load capacity, eliminates potential safety hazard.
Description
Technical field
It the utility model is related to assembly for scaffold field, more particularly to a kind of overhanging scaffold embedded part structure.
Background technology
With the construction of increasing high-rise, overhanging scaffold is compared to traditional console mode scaffold in height
The architectural application of layer has the advantages of more, saves lot of materials and time, therefore the application of overhanging scaffold is also got over
Come wider, but overhanging scaffold generally requires the scaffold basis more stablized when in use due to hanging.
Chinese Application No.:201610627625.X patent disclose a kind of superimposed sheet builder's jack I-steel can week
Turn built-in fitting, the superimposed sheet builder's jack I-steel can have enough to meet the need built-in fitting and is mainly made up of built-in fitting, fastener and backing plate.
The built-in fitting is highly useful when needing the scaffold that sets up not high or needing the weight that carries little, but with building more
Come it is higher, it is necessary to load capacity it is also increasing in the case of, such a built-in fitting after a long time use, its pre-buried lower margin spiral shell
Crack often occurs at bolt, causes building also crack do not occur using then floor, the situation of quality dissatisfaction, and once
Security incident occur, then injures and deaths are huge, therefore this built-in fitting can not provide reliable scaffold basis.
Utility model content
The situation for cracks on floor slab occur and safe and reliable scaffold basis can not being provided is used for above-mentioned built-in fitting, this
Utility model provides a kind of overhanging scaffold embedded part structure, by the contact area and the use that increase built-in fitting and floor
Counterweight, both combine the stability for enhancing built-in fitting, more stable basis are provided to scaffold, add carrying weight
Amount, eliminates potential safety hazard.
The utility model is realized by following technology:A kind of overhanging scaffold embedded part structure, including U-shaped board,
Connecting plate, girder steel I and girder steel II, the both ends of the girder steel I and girder steel II are respectively equipped with connecting plate, and girder steel I passes through with girder steel II
Bolt connection, U-shaped board is provided between two girder steels I, also is provided with U-shaped board between two girder steels II, in the girder steel I and girder steel II
Between be provided with groove, both ends are respectively equipped with anchor (bolt) hole, and described girder steel I, girder steel II and U-shaped board are bolted group respectively
Into the isosceles triangle shape of closure;Whole embedded part structure is connected by foundation bolt with floor, is pressed with embedded part structure
Counterweight, counterweight are arranged in the groove of girder steel I and girder steel II.
Further, the U-shaped board bottom is provided with bolt hole, bolt is inserted in bolt hole, the crown of bolt one is in work
On word steel, the I-steel of various height, the girder steel I and the groove location on girder steel II of U-shaped board the same side are more easily fixed
In the same horizontal line.
Further, the bottom of described U-shaped board, connecting plate, girder steel I and girder steel II is in same horizontal line.
Further, the girder steel is reinforced beam or ladle beams of concrete.The outer layer of ladle beams of concrete structure
For steel case, steel case inside filling concrete.
Further, the counterweight is cement block, reinforced concrete block or iron block.
The utility model is compared with prior art:
A kind of overhanging scaffold embedded part structure described in the utility model, by outside I-steel set U-shaped board,
The parts such as connecting plate, girder steel I and girder steel II increase the contact area of built-in fitting and floor, in addition on girder steel I and girder steel II
Counterweight is set, and both combine the stability for enhancing built-in fitting, add load capacity, and the setting height(from bottom) for scaffold of contributing carries
More stable base has been supplied, has avoided and occurs crack at the foundation bolt of floor, has eliminated potential safety hazard, has been worthy to be popularized.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model embodiment one;
Fig. 2 is the scheme of installation of the utility model embodiment one;
Fig. 3 is the structural representation of girder steel I in embodiment one;
Fig. 4 is the structural representation of girder steel II in embodiment one;
Fig. 5 is the structural representation of the utility model embodiment two.
In figure, 1, U-shaped board, 2, girder steel I, 3, girder steel II, 4, connecting plate, 5, I-steel, 6, counterweight.
Embodiment
The present embodiment, which is, to be further illustrated, it is necessary to which explanation is to the utility model with embodiment below in conjunction with the accompanying drawings
Descriptive, it is not limited, it is impossible to thus limit the scope of protection of the utility model.
Embodiment one
As Figure 1-4:
A kind of overhanging scaffold embedded part structure that the utility model uses, including U-shaped board 1, connecting plate 4, girder steel I 2
With girder steel II 3, the both ends of the girder steel I and girder steel II are respectively equipped with connecting plate, and girder steel I is bolted with girder steel II, and two
U-shaped board is provided between individual girder steel I, U-shaped board also is provided between two girder steels II, groove is provided among the girder steel I and girder steel II,
Both ends are respectively equipped with anchor (bolt) hole, described girder steel I, girder steel II and U-shaped board be bolted respectively composition closure etc.
Lumbar triangle shape shape;Whole embedded part structure is connected by foundation bolt with floor, and counterweight 6, counterweight are pressed with embedded part structure
In the groove of girder steel I and girder steel II.
Preferably, the U-shaped board bottom is provided with bolt hole, bolt is inserted in bolt hole, the crown of bolt one is in I-shaped
On steel, the I-steel 5 of various height is more easily fixed, the girder steel I and the groove location on girder steel II of U-shaped board the same side exist
In same horizontal line.
Preferably, the bottom of described U-shaped board, connecting plate, girder steel I and girder steel II is in same horizontal line.
Preferably, the girder steel is reinforced beam or ladle beams of concrete.The outer layer of ladle beams of concrete structure is
Steel case, steel case inside filling concrete.
Preferably, the counterweight is cement block, reinforced concrete block or iron block.
The above-mentioned all prefabricated components of component, when mounted, first by U-shaped board, girder steel I and girder steel II, connected by bolt
Be connected together the isosceles triangle shape that composition is closed, and I-steel is fixed in the groove of U-shaped board by regulating bolt afterwards,
The embedded part structure assembled is fixed on floor by default foundation bolt, counterweight is finally arranged on girder steel I and steel
In the groove of beam II, embedded part structure installation.
Embodiment two
As shown in Figure 5:
Preferably, described girder steel I, girder steel II and U-shaped board are bolted the rectangular shape of composition closure respectively.Its
It is the same as embodiment one.
It should be pointed out that for those skilled in the art, before the utility model principle is not departed from
Put, some improvement can also be made, these improvement also should be regarded as the scope of protection of the utility model;It is unknown in present embodiment
The available prior art of true each part is realized.
Claims (4)
- A kind of 1. overhanging scaffold embedded part structure, it is characterised in that including U-shaped board (1), connecting plate (4), girder steel I (2) and The both ends of girder steel II (3), the girder steel I (2) and girder steel II (3) are respectively equipped with connecting plate (4), girder steel I (2) and girder steel II (3) It is bolted, U-shaped board (1) is provided between two girder steels I (2), U-shaped board (1), institute also are provided between two girder steels II (3) State and be provided with groove among girder steel I (2) and girder steel II (3), both ends are respectively equipped with anchor (bolt) hole, described girder steel I (2), girder steel II (3) and U-shaped board (1) are bolted the isosceles triangle shape of composition closure respectively;Whole embedded part structure passes through ground Foot bolt is connected with floor, is pressed with counterweight (6) on embedded part structure, and counterweight (6) is arranged on the recessed of girder steel I (2) and girder steel II (3) In groove.
- A kind of 2. overhanging scaffold embedded part structure according to claim 1, it is characterised in that U-shaped board (1) bottom Portion is provided with bolt hole, the girder steel I (2) of U-shaped board (1) the same side with the groove location on girder steel II (3) in the same horizontal line.
- A kind of 3. overhanging scaffold embedded part structure according to claim 1, it is characterised in that the girder steel I (2) with Girder steel II (3) is reinforced beam or ladle beams of concrete.
- 4. a kind of overhanging scaffold embedded part structure according to claim 1, it is characterised in that the counterweight (6) is water Clod, reinforced concrete block or iron block.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720330564.0U CN206888496U (en) | 2017-03-31 | 2017-03-31 | A kind of overhanging scaffold embedded part structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720330564.0U CN206888496U (en) | 2017-03-31 | 2017-03-31 | A kind of overhanging scaffold embedded part structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206888496U true CN206888496U (en) | 2018-01-16 |
Family
ID=61327379
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720330564.0U Expired - Fee Related CN206888496U (en) | 2017-03-31 | 2017-03-31 | A kind of overhanging scaffold embedded part structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206888496U (en) |
-
2017
- 2017-03-31 CN CN201720330564.0U patent/CN206888496U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN109629810A (en) | Closed builder's jack system and construction method | |
CN108331158A (en) | A kind of joint connection in site method of precast reinforced concrete beam column | |
CN105781099A (en) | Movable combined type one-sided large template structure and construction method thereof | |
CN104264594B (en) | A kind of self-balancing tied arch system for improving PSC continuous box girder bridge bearing ability and the method using it to reinforce | |
CN105715068B (en) | Existing brick mix structure shock isolating pedestal underpinning structure and its construction method | |
CN103437300A (en) | Construction method for erecting double cantilevers for pier top steel beam without pier-side bracket | |
CN105862597B (en) | A kind of multiple-piece composite beam bridge top and the bottom monolithic construction construction method | |
CN106088657A (en) | The ruggedized construction of a kind of rowlock wall body and construction method thereof | |
CN107882234A (en) | A kind of connecting node between the vertical member and floor of plate-column structure | |
CN108060789A (en) | A kind of wall support and change method of existing masonry structure base isolation reinforcement | |
CN201254731Y (en) | Steel cross beam type dismountable stupa base | |
CN208235575U (en) | A kind of assembly concrete retaining wall having enough to meet the need | |
CN106499211B (en) | Newly-increased outrigger frame Baogang anchor daraf(reciprocal of farad) structure | |
CN206888496U (en) | A kind of overhanging scaffold embedded part structure | |
CN203924656U (en) | A kind of high-altitude overlength cable-stayed type shaped steel job platform structure | |
CN208965581U (en) | A kind of non-console mode tower crane platform | |
CN208830464U (en) | A kind of girder steel and concrete small column rigid joint | |
CN102888855A (en) | Combined balance weight retaining wall | |
CN109356190A (en) | A kind of lattice column piers and abutments concrete tower crane foundation and its construction method | |
CN205669166U (en) | A kind of cable-stayed bridge main-beam section structure using rotator construction | |
CN209369359U (en) | A kind of material distributing machine and steel platform connection structure of climbing | |
CN211523761U (en) | Ribbed light steel beam with novel connection mode | |
CN206591803U (en) | A kind of overhanging scaffold supporting construction | |
CN206667082U (en) | A kind of steel box-girder splice plate more changing device | |
CN209353365U (en) | A kind of lattice column piers and abutments concrete tower crane foundation |
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: 20180116 Termination date: 20190331 |