CN216840599U - Ultrahigh independent column frame body structure - Google Patents
Ultrahigh independent column frame body structure Download PDFInfo
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- CN216840599U CN216840599U CN202220291799.4U CN202220291799U CN216840599U CN 216840599 U CN216840599 U CN 216840599U CN 202220291799 U CN202220291799 U CN 202220291799U CN 216840599 U CN216840599 U CN 216840599U
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- scaffold
- support column
- column
- support
- connecting rods
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 15
- 238000009415 formwork Methods 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 8
- 239000000463 material Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model relates to a building stand construction scaffold frame field especially relates to super high independent live support body structure. The building support column comprises a building support column positioned in the center, a scaffold is arranged on the outer ring of the support column around the support column, the scaffold is connected with the support column through a connecting structure, the connecting structure comprises a plurality of connecting rods which are arranged at intervals along the longitudinal direction of the support column, the connecting structure surrounds the support column, the connecting structure comprises a plurality of connecting rods which are horizontally arranged, and the connecting rods are arranged at intervals around the support column; the middle part of the connecting rod is connected with the scaffold at the outer side by abutting against the two ends of the supporting column for reinforcing the scaffold; the bottom of the scaffold is fixed on the ground; the top of the scaffolding carries a support structure which is connected to and thereby supports the formwork at the top of the support columns.
Description
Technical Field
The utility model relates to a building stand construction scaffold frame field especially relates to super high independent live support body structure.
Background
In some large space buildings, support columns are required to be arranged in the indoor space in order to support the huge roof. The supporting columns of the large-space building roof are different from common residential buildings. Firstly, the supporting columns are independently arranged, and the wall building structure is far away from the supporting columns at equal intervals, so the supporting columns are also called independent columns. On the other hand, the height of the support column is high, and the height is often more than ten meters.
The ultrahigh independent column has the following problems during construction: 1. the corridor is characterized in that each independent column is far away, the height of the column is high, large height difference exists in a field, large-area field flattening is needed if a full scaffold is erected, and the column is located above a municipal road, so that circulation of vehicles and personnel is influenced, and construction is inconvenient; 2. if the full framing needs to be built, large materials and labor are required, and large measure cost is caused by constructing a plurality of independent columns.
According to the traditional erection construction method, the full scaffold personnel can have operation space when constructing, but due to the particularity of the ultrahigh independent column of the project, the frame body erection needs to be carried out by a pointed scheme, so that the safety of the frame body and the operators is guaranteed, the materials can be saved, and the waste is avoided.
SUMMERY OF THE UTILITY MODEL
The utility model discloses superelevation independent post support body structure.
The technical problem to be solved is that: the independent column in the large space is far away from the building structure and is high in height, and the scaffold is not easy to set up during construction.
In order to solve the technical problem, the utility model discloses superelevation independent post support body structure adopts following scheme.
A frame body structure of an ultrahigh independent column is characterized by comprising a building support column positioned in the center, a scaffold is arranged outside the support column and around the support column, the scaffold is connected with the support column through a connecting structure, the connecting structure comprises a plurality of scaffold bodies which are arranged at intervals along the longitudinal direction of the support column,
the connecting structure surrounds the support column and comprises a plurality of connecting rods which are horizontally arranged, and the connecting rods are arranged at intervals around the support column; the middle part of the connecting rod is connected with the scaffold at the outer side by abutting against the two ends of the supporting column for reinforcing the scaffold;
the bottom of the scaffold is fixed on the ground; the top of the scaffolding carries a support structure which is connected to and thereby supports the formwork at the top of the support columns.
Preferably, the connecting structure is in a shape of a Chinese character jing and comprises four connecting rods arranged around the supporting column.
Preferably, the material of connecting rod is the steel pipe, and the connecting rod passes through the fastener and can dismantle fixed each other in intercrossing position.
Preferably, a concrete reinforcing layer is arranged on the ground right below the scaffold, and the bottom of the scaffold is supported on the concrete reinforcing layer; and a base plate is laid between the bottom of the scaffold and the concrete reinforcing layer.
Preferably, the scaffold is provided with pedals for supporting an operator, and the pedals comprise a plurality of tracks which are arranged at intervals along the longitudinal direction of the scaffold; every two pedals are provided with a connecting structure.
Preferably, the bottom of scaffold frame sets up the bearing diagonal, and the scaffold frame sets up the bridging along the support body.
The utility model discloses superelevation independent post support body structure compares with prior art, has following beneficial effect:
the utility model discloses in, only set up the scaffold frame around independent support column, stabilize the scaffold frame with the support column of the building that has accomplished, the scaffold frame provides support for the template of support column simultaneously, and until the support column completion, then the scaffold frame is demolishd.
In particular, a connecting structure is arranged between the finished support column and the outer scaffold to provide horizontal support for the scaffold. The scaffolding itself and the support posts are not in direct contact. The top of the scaffold is connected with the formwork of the support column through a support structure for supporting the formwork. Wherein connection structure is including encircling a plurality of connecting rods that the support column set up, and a plurality of connecting rods embrace the support column then the both ends and the scaffold connection of connecting rod, and the scaffold provides the support of vertical direction for connection structure, and the support column passes through connection structure and provides the support of horizontal direction for the scaffold.
Drawings
FIG. 1 is a front view of the whole body of the super-high independent column frame body structure of the present invention;
FIG. 2 is a top view of a support post and connection structure portion;
figure 3 is a top view of the support post, the connecting structure and the scaffolding in common.
Description of reference numerals:
1-a support column, wherein the support column,
2-a scaffold, namely a scaffold,
3-a connecting structure for connecting the two components,
4-a concrete reinforcing layer, wherein the concrete reinforcing layer is composed of a concrete layer,
5-an inclined support is arranged at the lower part of the frame,
6-a cross brace.
Detailed Description
The following detailed description of the embodiments of the present invention will be made with reference to the accompanying drawings. It is to be understood that the description of the embodiments herein is for purposes of illustration and explanation only and is not intended to limit the invention.
In the present invention, unless otherwise specified, the use of directional terms such as "upper, lower, left, and right" generally means upper, lower, left, and right as illustrated with reference to fig. 1; "inner and outer" refer to the inner and outer relative to the profile of the components themselves. The present invention will be described in detail with reference to the accompanying drawings in conjunction with embodiments.
In order to solve the independent post in the big space apart from building structure far away and itself highly higher, the difficult problem of setting up of scaffold frame 2 during the construction, the utility model provides a superelevation independently live support body structure, as shown in fig. 1 to fig. 3.
A super-high independent column frame body structure is characterized by comprising a building support column 1 positioned in the center, a scaffold 2 is arranged outside the support column 1 and around the support column 1, the scaffold 2 is connected with the support column 1 through a connecting structure 3, the connecting structure 3 comprises a plurality of columns which are arranged along the support column 1 at intervals in the longitudinal direction,
the connecting structure 3 surrounds the support column 1, the connecting structure 3 comprises a plurality of horizontally arranged connecting rods, and the connecting rods are arranged around the support column 1 at intervals; the middle part of the connecting rod is attached to the support column 1, and the two ends of the connecting rod are connected with the outside scaffold 2 for reinforcing the scaffold 2;
the bottom of the scaffold 2 is fixed on the ground; the top of the scaffolding 2 carries a support structure which is connected to and thereby supports the formwork on top of the support columns 1.
The scaffold 2 is a frame structure which is erected by steel pipes and provides support for the construction of workers.
The utility model discloses in, only set up scaffold frame 2 around independent support column 1, stabilize scaffold frame 2 with the support column 1 of the building that has already been accomplished, scaffold frame 2 provides support for support column 1's template simultaneously, and up to support column 1 completion, then scaffold frame 2 demolishs.
In particular, a connecting structure 3 is provided between the completed support column 1 and the outside scaffolding 2 to provide horizontal support for the scaffolding 2. The scaffolding 2 itself and the support column 1 are not in direct contact. The top of the scaffolding 2 is connected to the formwork of the support column 1 by a support structure for supporting the formwork. Wherein connection structure 3 is including surrounding a plurality of connecting rods that support column 1 set up, and a plurality of connecting rods embrace support column 1 then the both ends of connecting rod are connected with scaffold frame 2, and scaffold frame 2 provides the support of vertical direction for connection structure 3, and support column 1 provides the support of horizontal direction for scaffold frame 2 through connection structure 3.
As shown in fig. 2, the connecting structure 3 is in a shape of a Chinese character jing and includes four connecting rods disposed around the supporting column 1. The material of connecting rod is the steel pipe, and the connecting rod passes through the fastener and can dismantle fixedly each other at intercrossing position. The connecting structure 3 thus embraces the support post 1 from four directions of the support post 1.
As shown in fig. 1, a concrete reinforcing layer 4 is provided on the ground right below the scaffold 2, and the bottom of the scaffold 2 is supported on the concrete reinforcing layer 4; a base plate is laid between the bottom of the scaffold 2 and the concrete reinforcing layer 4. The height of pouring at every turn of support column 1 is no more than 6m, and the height of setting up for the first time of scaffold 2 is no more than 7.2m, and the pole setting department of scaffold 2 four corners portion sets up the steel pipe diagonal brace when setting up, guarantees the stability when the support body sets up.
The scaffold 2 is provided with pedals for supporting an operator, and the pedals comprise a plurality of tracks which are arranged at intervals along the longitudinal direction of the scaffold 2; one connecting structure 3 is arranged for each two pedals. The pedal is a steel basketry sheet.
The bottom of scaffold frame 2 sets up bearing diagonal 5, and scaffold frame 2 sets up bridging 6 along the support body.
The above-mentioned embodiments are only for describing the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention, and various modifications and improvements made by those skilled in the art without departing from the design spirit of the present invention should fall into the protection scope defined by the claims of the present invention.
Claims (6)
1. A super-high independent column frame body structure is characterized by comprising a building support column (1) positioned in the center, a scaffold (2) is arranged around the support column (1) outside the support column (1), the scaffold (2) is connected with the support column (1) through a connecting structure (3), the connecting structure (3) comprises a plurality of connecting structures which are longitudinally arranged along the support column (1) at intervals,
the connecting structure (3) surrounds the supporting column (1), the connecting structure (3) comprises a plurality of connecting rods which are horizontally arranged, and the connecting rods are arranged at intervals around the supporting column (1); the middle part of the connecting rod is attached to the two ends of the supporting column (1) and is connected with the outside scaffold (2) for reinforcing the scaffold (2);
the bottom of the scaffold (2) is fixed on the ground; the top of the scaffold (2) is provided with a support structure which is connected with the formwork at the top of the support column (1) and thereby supports the formwork.
2. The ultrahigh independent column frame structure according to claim 1, characterized in that the connecting structure (3) is in a groined shape and comprises four connecting rods arranged around the supporting column (1).
3. The ultrahigh independent column frame body structure of claim 2, wherein the connecting rods are made of steel pipes, and the connecting rods are detachably fixed to each other at the crossing positions through fasteners.
4. The ultrahigh independent column frame structure according to claim 1, wherein a concrete reinforcing layer (4) is arranged on the ground right below the scaffold (2), and the bottom of the scaffold (2) is supported on the concrete reinforcing layer (4); and a base plate is laid between the bottom of the scaffold (2) and the concrete reinforcing layer (4).
5. The ultra-high independent column frame structure according to claim 1, wherein the scaffold (2) is provided with pedals for supporting an operator, and the pedals comprise a plurality of tracks which are arranged at intervals along the longitudinal direction of the scaffold (2); every two pedals are provided with a connecting structure (3).
6. The ultra-high freestanding mast body structure of claim 1, wherein the bottom of the scaffold (2) is provided with diagonal braces (5), and the scaffold (2) is provided with cross braces (6) along the body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220291799.4U CN216840599U (en) | 2022-02-14 | 2022-02-14 | Ultrahigh independent column frame body structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220291799.4U CN216840599U (en) | 2022-02-14 | 2022-02-14 | Ultrahigh independent column frame body structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216840599U true CN216840599U (en) | 2022-06-28 |
Family
ID=82089108
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220291799.4U Expired - Fee Related CN216840599U (en) | 2022-02-14 | 2022-02-14 | Ultrahigh independent column frame body structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216840599U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119860077A (en) * | 2025-02-27 | 2025-04-22 | 中国五冶集团有限公司 | Anti-overturning stabilizing device and method for scaffold |
-
2022
- 2022-02-14 CN CN202220291799.4U patent/CN216840599U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119860077A (en) * | 2025-02-27 | 2025-04-22 | 中国五冶集团有限公司 | Anti-overturning stabilizing device and method for scaffold |
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| Date | Code | Title | Description |
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| 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: 20220628 |