CN219364951U - Constructional column and keel conversion node for mixed sectional wall - Google Patents
Constructional column and keel conversion node for mixed sectional wall Download PDFInfo
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- CN219364951U CN219364951U CN202223599975.XU CN202223599975U CN219364951U CN 219364951 U CN219364951 U CN 219364951U CN 202223599975 U CN202223599975 U CN 202223599975U CN 219364951 U CN219364951 U CN 219364951U
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- embedded plate
- constructional column
- keel
- concrete
- wall
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- 238000006243 chemical reaction Methods 0.000 title claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 34
- 239000010959 steel Substances 0.000 claims abstract description 34
- 230000010485 coping Effects 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 3
- 238000005192 partition Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 5
- 230000006378 damage Effects 0.000 abstract description 3
- 230000002427 irreversible effect Effects 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 239000012634 fragment Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
The utility model belongs to the technical field of wall construction, and discloses a constructional column and keel conversion node for a mixed segmented wall, which comprises an embedded plate, wherein the embedded plate is arranged at the top of a concrete pressing top, and the top of the embedded plate is welded with the bottom end of a light steel keel; the utility model solves the problem that the expansion bolts are driven into the concrete constructional column or the concrete roof to cause irreversible damage to the constructional column or the concrete roof when the light partition wall is installed in the prior art, and is suitable for the construction of a mixed wall.
Description
Technical Field
The utility model relates to the technical field of wall construction, in particular to a constructional column and keel conversion node for a mixed segmented wall.
Background
In recent years, along with innovation of design concepts and rationalization and utilization of building materials, building structures are increasingly complex and various types of mixed sectional walls are appeared, and mixed walls of concrete wall building and light partition walls are quite common.
The light steel joist is required to be installed when the light partition wall is installed, the conventional installation method is to adopt expansion bolts to be driven into a concrete floor slab for fixing, and in the process of realizing the method, the inventor discovers that the installation method at least has the following defects: because the height of light partition wall fossil fragments installation is higher, and brickwork top collar tie beam is not powerful the end of building in, can't give higher fossil fragments and partition wall sufficient stability, installs comparatively difficultly to driving into expansion bolts in concrete constructional column or the concrete roof-pressing can produce irreversible destruction to constructional column or concrete roof-pressing, and then easily produce the influence to wall quality, improved the follow-up construction degree of difficulty.
Disclosure of Invention
The utility model aims to provide a constructional column and keel conversion node for a mixed segmented wall, which solves the problem that in the prior art, when a light partition wall is installed, an expansion bolt is driven into a concrete constructional column or a concrete roof, so that the constructional column or the concrete roof is irreversibly damaged.
The technical aim of the utility model is realized by the following technical scheme: a constructional column and keel conversion node for a mixed segmented wall comprises an embedded plate, wherein the embedded plate is arranged at the top of a concrete roof, and the top of the embedded plate is welded with the bottom end of a light steel keel; the support piece is fixedly connected between the embedded plate and the concrete floor slab and is used for providing supporting force for the embedded plate and the light steel joist; the support piece comprises I-steel, and two ends of the I-steel are fixedly connected with the bottom of the embedded plate and the top of the concrete floor respectively.
The working principle of the technical scheme is as follows: through setting up the pre-buried board at concrete roof-pressing top to make it separate between light gauge steel and constructional column or the concrete roof-pressing as the adaptor, set up support piece simultaneously between pre-buried board and concrete floor for the light gauge steel of pre-buried board and top installation improves reliable holding power, has both improved the stability of light gauge steel installation, has avoided carrying out rigid connection through directly driving into expansion bolts between light gauge steel and constructional column or the concrete roof-pressing again and has led to producing the problem of irreversible destruction to constructional column or the concrete roof-pressing.
In summary, the utility model has the following beneficial effects:
compared with the prior art, the constructional column and the keel conversion node for the mixed sectional wall body are characterized in that the embedded plate is arranged at the top of the concrete coping and is used as the adapter to separate the light steel keel from the constructional column or the concrete coping, and the supporting piece is arranged between the embedded plate and the concrete floor slab to improve the reliable supporting force for the light steel keel arranged at the top of the embedded plate, so that the stability of the light steel keel is improved, and the problem that the light steel keel and the constructional column or the concrete coping are irreversibly damaged due to the fact that the light steel keel and the constructional column or the concrete coping are rigidly connected by directly driving expansion bolts is avoided.
Further, the concrete slab further comprises an auxiliary supporting component, wherein the auxiliary supporting component comprises a plurality of anchor bars, and two ends of each anchor bar are fixedly connected with the bottom of the embedded plate and the top of the concrete slab respectively.
Furthermore, the total number of the anchor bars is eight, and all the anchor bars are welded with the embedded plate in a pressure submerged arc welding mode.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a cross-sectional view of A-A of FIG. 1;
in the figure: 1. a concrete floor slab; 2. building a wall by concrete; 3. i-steel; 4. pressing the concrete; 5. a lightweight partition; 6. a light steel keel; 7. embedding a plate; 8. anchor bars; 9. a concrete constructional column.
Detailed Description
The utility model is described in further detail below with reference to fig. 1-2.
As shown in fig. 1 and 2, the embodiment of the utility model provides a constructional column and keel conversion node for a mixed segmented wall, which comprises an embedded plate 7, wherein the embedded plate 7 is arranged at the top of a concrete coping 4, and the top of the embedded plate 7 is welded with the bottom end of a light steel keel 6; the support piece is fixedly connected between the embedded plate 7 and the concrete floor slab 1 and is used for providing supporting force for the embedded plate 7 and the light steel joist 6; the support piece comprises I-steel 3, and two ends of the I-steel 3 are fixedly connected with the bottom of the embedded plate 7 and the top of the concrete floor slab 1 respectively.
The working principle of the technical scheme is as follows: the embedded plate is arranged at the top of the concrete roof-pressing, and is used as an adapter to separate the light steel joist from the constructional column or the concrete roof-pressing, and the supporting piece is arranged between the embedded plate and the concrete floor slab to improve the reliable supporting force for the embedded plate and the light steel joist arranged at the top of the embedded plate, so that the stability of the light steel joist is improved, and the problem that the constructional column or the concrete roof-pressing is irreversibly damaged due to the fact that the light steel joist is directly connected with the constructional column or the concrete roof by driving an expansion bolt into the light steel joist to perform rigid connection is avoided; the supporting piece comprises I-steel 3 arranged between the embedded plate 7 and the top of the concrete floor slab 1, and the I-steel 3 can provide supporting force for the embedded plate 7 and the light steel joist 6.
As shown in fig. 1 and 2, according to another embodiment of the present utility model, a constructional column and keel conversion node for a hybrid segmented wall further comprises an auxiliary supporting component, wherein the auxiliary supporting component comprises a plurality of anchor bars 8, and two ends of each anchor bar 8 are fixedly connected with the bottom of the embedded plate 7 and the top of the concrete floor slab 1 respectively.
According to the scheme, a plurality of anchor bars 8 are arranged between the embedded plate 7 and the top of the concrete floor slab 1 to provide auxiliary supporting force for the embedded plate 7 and the light steel joist 6.
In the actual construction process, in order to improve the stability of integral installation, eight anchor bars 8 can be arranged, and all the anchor bars 8 are welded with the embedded plate 7 in a pressure submerged arc welding mode.
The present embodiment is only for explanation of the present utility model and is not to be construed as limiting the present utility model, and modifications to the present embodiment, which may not creatively contribute to the present utility model as required by those skilled in the art after reading the present specification, are all protected by patent laws within the scope of claims of the present utility model.
Claims (3)
1. A constructional column and keel conversion node for a hybrid segmented wall comprising:
the embedded plate (7) is arranged at the top of the concrete coping (4), and the top of the embedded plate (7) is welded with the bottom end of the light steel keel (6);
the support piece is fixedly connected between the embedded plate (7) and the concrete floor slab (1) and is used for providing supporting force for the embedded plate (7) and the light steel keel (6);
the support piece comprises I-steel (3), and two ends of the I-steel (3) are fixedly connected with the bottom of the embedded plate (7) and the top of the concrete floor slab (1) respectively.
2. A constructional column and keel transfer node for a hybrid segmented wall as defined in claim 1, wherein: the concrete floor slab is characterized by further comprising an auxiliary supporting component, wherein the auxiliary supporting component comprises a plurality of anchor bars (8), and two ends of each anchor bar (8) are fixedly connected with the bottom of the embedded plate (7) and the top of the concrete floor slab (1) respectively.
3. A constructional column and keel transfer node for a hybrid segmented wall as defined in claim 2, wherein: eight anchor bars (8) are all arranged, and all the anchor bars (8) are welded with the embedded plate (7) in a pressure submerged arc welding mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223599975.XU CN219364951U (en) | 2022-12-30 | 2022-12-30 | Constructional column and keel conversion node for mixed sectional wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223599975.XU CN219364951U (en) | 2022-12-30 | 2022-12-30 | Constructional column and keel conversion node for mixed sectional wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219364951U true CN219364951U (en) | 2023-07-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223599975.XU Active CN219364951U (en) | 2022-12-30 | 2022-12-30 | Constructional column and keel conversion node for mixed sectional wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219364951U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118933232A (en) * | 2024-08-26 | 2024-11-12 | 上海宝冶集团有限公司 | A construction method for combined walls of ventilation shafts in large-storey logistics warehouses |
-
2022
- 2022-12-30 CN CN202223599975.XU patent/CN219364951U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118933232A (en) * | 2024-08-26 | 2024-11-12 | 上海宝冶集团有限公司 | A construction method for combined walls of ventilation shafts in large-storey logistics warehouses |
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