CN204139650U - A kind of extension type vertical channel - Google Patents
A kind of extension type vertical channel Download PDFInfo
- Publication number
- CN204139650U CN204139650U CN201420429197.6U CN201420429197U CN204139650U CN 204139650 U CN204139650 U CN 204139650U CN 201420429197 U CN201420429197 U CN 201420429197U CN 204139650 U CN204139650 U CN 204139650U
- Authority
- CN
- China
- Prior art keywords
- guardrail
- halfpace
- vertical channel
- clamped beam
- extension type
- 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.)
- Active
Links
Abstract
The utility model is applicable to building implements technical field, provide a kind of extension type vertical channel, comprise halfpace, lower halfpace, the halfpace guardrail be located on upper and lower halfpace, be connected to the clamped beam between upper and lower halfpace, the ladder be fixedly arranged on clamped beam, be located in terraced beam guardrail on clamped beam and extensible canopy, extensible canopy is provided with dismountable ladder, extensible canopy is mutually nested with clamped beam, both can relative sliding, and mutually removably connects.The utility model is provided with the extensible canopy mutually nested with clamped beam, both can relative sliding, and mutually removably connect, when the vertical height of floor higher than clamped beam, increase the whole height of vertical channel stair by sliding extension beam, thus make vertical channel can meet the interlayer construction of many height, because clamped beam and extensible canopy are for removably connecting, both are convenient to install and dismounting, improve site operation efficiency.
Description
Technical field
The utility model belongs to building implements technical field, particularly relates to a kind of extension type vertical channel.
Background technology
Enter 21 century, super high steel structure engineering is risen at home, the day by day complicated and trend in more High aititude high development of building structure.Floor gap Construction of Steel Structure is frequent, and interlayer beam span differs, and multiple high perpendicular passage need be taked during construction to meet the construction demand of high strength.Single size structure mainly taked by current vertical channel, this kind of passage can only meet the construction requirement of the floor close to vertical channel vertical height, for the floor that same vertical channel height tolerance is larger, existing vertical channel maybe cannot be communicated with upper and lower floor meeting to still have some deficits in safety, for guaranteeing construction, often need to make many dimension orthogonal channel standby.Sections transverse passage adopts simple and easy scaffold tubes to set up, and sets up lack of standardization, and type of attachment is chaotic, exists and connects the defects such as not firm.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of extension type vertical channel, is intended to solve the problem that vertical channel of the prior art can only meet the construction requirement of the floor close to vertical channel vertical height.
The utility model realizes like this, a kind of extension type vertical channel, comprise halfpace, lower halfpace, the halfpace guardrail be located on described upper and lower halfpace, be connected to clamped beam between described upper and lower halfpace, be fixedly arranged on the ladder on described clamped beam and be located in the terraced beam guardrail on described clamped beam, described extension type vertical channel also comprises extensible canopy, described extensible canopy is provided with dismountable ladder, described extensible canopy is mutually nested with described clamped beam, both can relative sliding, and mutually removably connects.
Further, described extension type vertical channel also comprises embedding benefit guardrail, and described embedding benefit guardrail is removably connected between described halfpace guardrail and terraced beam guardrail.
Further, described terraced beam guardrail comprises vertical handrail and oblique handrail, and described vertical handrail and oblique handrail removably connect.
Further, described terraced beam guardrail also comprises vertical armrest support seat, and described vertical armrest support seat is removably installed on described clamped beam, and described vertical handrail is removably installed on described vertical armrest support seat.
Further, be detachably connected as bolt described in connect.
The utility model compared with prior art, beneficial effect is: the utility model is provided with the extensible canopy mutually nested with clamped beam, both can relative sliding, and mutually removably connect, when the vertical height of floor higher than clamped beam, increase the whole height of vertical channel stair by sliding extension beam, thus make vertical channel can meet the interlayer construction of many height, because clamped beam and extensible canopy are for removably connecting, both are convenient to install and dismounting, improve site operation efficiency.
Accompanying drawing explanation
Fig. 1 is the clamped beam structural representation mutually nested with extensible canopy that the utility model embodiment provides.
Fig. 2 is the decomposition texture schematic diagram of a kind of extension type vertical channel that the utility model embodiment provides.
Fig. 3 is the schematic diagram under the assembled state of extension type vertical channel in Fig. 2.
Fig. 4 is the schematic diagram after embedding benefit guardrail installed by the extension type vertical channel in Fig. 3.
Fig. 5 is the schematic diagram after the clamped beam of extension type vertical channel in Fig. 4 and extensible canopy slide in opposition.
Fig. 6 is the structural representation of the different embedding benefit guardrail of 6 sections of length that the utility model embodiment provides.
Detailed description of the invention
In order to make technical problem to be solved in the utility model, technical scheme and beneficial effect clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction the utility model.
As shown in Figures 1 to 6, for a preferred embodiment of the present utility model, a kind of extension type vertical channel, comprises halfpace 1, lower halfpace 2, the halfpace guardrail 3 be located on halfpace 1 and lower halfpace 2, is connected to the clamped beam 4 between halfpace 1 and lower halfpace 2, the ladder 5 be fixedly arranged on clamped beam 4, is located in terraced beam guardrail 6 on clamped beam 4 and extensible canopy 7.Extensible canopy 7 is provided with dismountable ladder 5, extensible canopy 7 is mutually nested with clamped beam 4, and both can relative sliding, and mutually removably connects.
Particularly, in order to ensure the safety of constructor, above-mentioned extension type vertical channel also comprises embedding benefit guardrail 8, and embedding benefit guardrail 8 is removably connected between halfpace guardrail 3 and terraced beam guardrail 6.Can pre-establish the embedding benefit guardrail 8 of different lengths, with the relative distance that the halfpace guardrail 3 meeting upper halfpace 1 is different from terraced beam guardrail 6, as shown in Figure 6, be the embedding benefit guardrail 8 of six sections of different lengths.
For making the overall structure of above-mentioned extension type vertical channel more firm, terraced beam guardrail 6 comprises vertical handrail 61, vertical armrest support seat 62 and oblique handrail 63.Vertical handrail 61 removably connects with oblique handrail 63, and vertical armrest support seat 62 is removably installed on clamped beam 4, and vertical handrail 61 is removably installed on vertical armrest support seat 62.
Above-mentioned mentioned removably connecting is bolt and connects.
At the scene in work progress, first according to the concrete difference in height of interlayer, determine the distance that extensible canopy 7 and clamped beam 4 need relative sliding, then the whole height that extensible canopy 7 increases extension type vertical channel stair is promoted, finally with bolt 9, extensible canopy 7 is fixed on clamped beam 4, the expanding channels of two floor gaps can be realized.
Its whole height of extension type vertical channel of the present embodiment can regulate, the interlayer construction of many height can be met, simultaneously, because clamped beam 4 is all connected for ease of the bolt installed and dismantle with halfpace guardrail 3 and terraced beam guardrail 6 with ladder 5, embedding benefit guardrail 8 with extensible canopy 7, extensible canopy 7, this improves site operation efficiency.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all do within spirit of the present utility model and principle any amendment, equivalent to replace and improvement etc., all should be included within protection domain of the present utility model.
Claims (5)
1. an extension type vertical channel, comprise halfpace, lower halfpace, the halfpace guardrail be located on described upper and lower halfpace, be connected to clamped beam between described upper and lower halfpace, be fixedly arranged on the ladder on described clamped beam and be located in the terraced beam guardrail on described clamped beam, it is characterized in that, described extension type vertical channel also comprises extensible canopy, described extensible canopy is provided with dismountable ladder, described extensible canopy is mutually nested with described clamped beam, both can relative sliding, and mutually removably connects.
2. extension type vertical channel as claimed in claim 1, it is characterized in that, described extension type vertical channel also comprises embedding benefit guardrail, and described embedding benefit guardrail is removably connected between described halfpace guardrail and terraced beam guardrail.
3. extension type vertical channel as claimed in claim 1, it is characterized in that, described terraced beam guardrail comprises vertical handrail and oblique handrail, and described vertical handrail and oblique handrail removably connect.
4. extension type vertical channel as claimed in claim 3, it is characterized in that, described terraced beam guardrail also comprises vertical armrest support seat, and described vertical armrest support seat is removably installed on described clamped beam, and described vertical handrail is removably installed on described vertical armrest support seat.
5. the extension type vertical channel as described in Claims 1-4 any one, is characterized in that, described in be detachably connected as bolt connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420429197.6U CN204139650U (en) | 2014-07-31 | 2014-07-31 | A kind of extension type vertical channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420429197.6U CN204139650U (en) | 2014-07-31 | 2014-07-31 | A kind of extension type vertical channel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204139650U true CN204139650U (en) | 2015-02-04 |
Family
ID=52416345
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420429197.6U Active CN204139650U (en) | 2014-07-31 | 2014-07-31 | A kind of extension type vertical channel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204139650U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059535A (en) * | 2017-06-16 | 2017-08-18 | 徐工集团工程机械有限公司 | Vehicle climbs the servicing unit of step |
| CN111232672A (en) * | 2020-01-17 | 2020-06-05 | 陕西艾潽机械制造有限公司 | Fracturing sand blending tank |
-
2014
- 2014-07-31 CN CN201420429197.6U patent/CN204139650U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059535A (en) * | 2017-06-16 | 2017-08-18 | 徐工集团工程机械有限公司 | Vehicle climbs the servicing unit of step |
| CN111232672A (en) * | 2020-01-17 | 2020-06-05 | 陕西艾潽机械制造有限公司 | Fracturing sand blending tank |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204126230U (en) | Assembly scaffold unit | |
| CN204125829U (en) | Half high-rise unsettled insulation maintenance gap bridge | |
| CN204139650U (en) | A kind of extension type vertical channel | |
| CN204475593U (en) | Support structure installed by a kind of curtain wall | |
| CN103532048B (en) | A kind of large-scale lattice crossing frame of Rapid Combination | |
| CN204001650U (en) | Overhanging scaffold for building | |
| CN205063032U (en) | Wall connection node structure | |
| CN206016247U (en) | A kind of wall form support system | |
| CN204414294U (en) | One can free assembled mould | |
| CN204299157U (en) | The mounted lifting device in attached lifting scaffold side | |
| CN204081182U (en) | A kind of two-way mixing cross wise reinforcement truss self-supporting floor support plate | |
| CN203430006U (en) | Quick disassembly and assembly cantilever bracket for building outer wall construction | |
| CN105297756A (en) | Assembling type formwork structure | |
| CN203617612U (en) | Quickly combined large lattice type crossing frame | |
| CN103711244B (en) | The double-deck full steel structure floor of embedded steel channel beam | |
| CN204590657U (en) | Formwork bracing system | |
| CN204212385U (en) | Scaffold strengthened by truss | |
| CN203361596U (en) | Auxiliary support of integrated lifting operation platform | |
| CN201850779U (en) | Security movable railing | |
| CN204098217U (en) | A kind of lifting braced structures | |
| CN204174919U (en) | Scaffold | |
| CN204899228U (en) | Pump line fixing device for construction | |
| CN204163365U (en) | A kind of overhanging scaffold assembly | |
| CN104372921A (en) | Scaffold | |
| CN203961122U (en) | A kind of Two bors d's oeuveres C section steel purlin termination that is applicable to large span purlin |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Chen Ruirong Inventor after: Cai Ronggen Inventor after: Du Zhihu Inventor after: Liu Tao Inventor after: Zeng Weineng Inventor after: Yuan Xiaomin Inventor after: Ren Taoyuan Inventor before: Chen Ruirong Inventor before: Cai Ronggen Inventor before: Du Zhihu Inventor before: Yuan Xiaomin Inventor before: Ren Taoyuan |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: CHEN RUIRONG CAI RONGGEN DU ZHIHU YUAN XIAOMIN REN TAOYUAN TO: CHEN RUIRONG CAI RONGGEN DU ZHIHU LIU TAO CENG WEINENG YUAN XIAOMIN REN TAOYUAN |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 3801, 38 / F, Zhongjian science and engineering building, No. 3331, Weilan Coast Community Center Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Engineering Group Co., Ltd Address before: 518040 Guangdong city of Shenzhen province Futian District Che Kung Temple Binhe Tairan industry tipping 17 storey building No. 17A Patentee before: China Construction Steel Structure Corp. Ltd. |