CN214220078U - A slidable assembled wall panel connection structure - Google Patents
A slidable assembled wall panel connection structure Download PDFInfo
- Publication number
- CN214220078U CN214220078U CN202120009220.6U CN202120009220U CN214220078U CN 214220078 U CN214220078 U CN 214220078U CN 202120009220 U CN202120009220 U CN 202120009220U CN 214220078 U CN214220078 U CN 214220078U
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- steel
- precast concrete
- concrete wall
- prefabricated
- connection structure
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 88
- 239000010959 steel Substances 0.000 claims abstract description 88
- 239000011178 precast concrete Substances 0.000 claims abstract description 58
- 239000004567 concrete Substances 0.000 claims abstract description 18
- 238000010276 construction Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 210000001503 joint Anatomy 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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Abstract
本实用新型提供一种可滑动的装配式墙板连接结构。所述可滑动的装配式墙板连接结构包括第一预制混凝土墙；第二预制混凝土墙，所述第二预制混凝土墙位于所述第一预制混凝土墙的上方；两个一字型钢板，两个所述一字型钢板分别固定安装在所述第一预制混凝土墙与所述第二预制混凝土墙相互靠近的一侧；两个工字型钢，两个所述工字型钢均固定安装在其中一个所述一字型钢板上；两个凹槽形方钢，两个所述凹槽形方钢均固定安装在另一个所述一字型钢板上，且两个所述工字型钢分别延伸至两个所述凹槽形方钢内。本实用新型提供的可滑动的装配式墙板连接结构具有结构受力合理、操作简单、施工方便、耐久性强的优点。
The utility model provides a slidable assembled wall panel connection structure. The slidable prefabricated wall panel connection structure includes a first prefabricated concrete wall; a second prefabricated concrete wall, the second prefabricated concrete wall is located above the first prefabricated concrete wall; two in-line steel plates, two The two I-shaped steel plates are respectively fixed and installed on the side of the first precast concrete wall and the second precast concrete wall that are close to each other; two I-shaped steels, both of which are fixedly installed therein on one of the in-line steel plates; two groove-shaped square steels, both of which are fixedly installed on the other in-line steel plate, and the two I-shaped steels extend respectively into the two grooved square steels. The slidable assembled wall panel connection structure provided by the utility model has the advantages of reasonable structural stress, simple operation, convenient construction and strong durability.
Description
Technical Field
The utility model relates to a building engineering technical field especially relates to a slidable assembled wallboard connection structure.
Background
Along with the rapid development of the assembly type building industry, the connection node structure of the assembly type reinforced concrete frame structure, the enclosing wall plate and the structural column is complex, the connection node structure is a hot problem concerned by the engineering industry and an important technical link for promoting the assembly type industrialization, the safety, the reliability and the applicability of the assembly type node of the wall plate are highly valued, and even the assembly quality and the engineering progress are determined, so that the research on the assembly type wall plate node is necessary.
At present, most of the assembled wall column connections adopt a method of local pouring of wall column joints, connecting stubbles of the methods are mostly in butt joint and have no self-stability, and local cast-in-place can be influenced by overall deformation, and gaps and the like can be generated due to shrinkage deformation of concrete.
Therefore, there is a need to provide a new slidable assembly type wall panel connection structure to solve the above-mentioned technical problems.
SUMMERY OF THE UTILITY MODEL
The utility model provides a technical problem provide a slidable assembled wallboard connection structure with structure atress is reasonable, easy operation, construction convenience, durability are strong.
In order to solve the technical problem, the utility model provides a slidable assembled wallboard connection structure includes: a first precast concrete wall; a second precast concrete wall located above the first precast concrete wall; the two straight steel plates are fixedly arranged on one sides, close to each other, of the first precast concrete wall and the second precast concrete wall respectively; the two I-shaped steel sections are fixedly arranged on one of the straight steel plates; the two groove-shaped square steels are fixedly arranged on the other straight steel plate, and the two I-shaped steel sections respectively extend into the two groove-shaped square steels; the four steel blocks are respectively and fixedly arranged on one sides, close to each other, of the two linear steel plates, and the number of the steel blocks on each linear steel plate is two; the two precast concrete plates are located between the two straight steel plates, and the sides, close to each other, of the two corresponding steel blocks extend into the corresponding precast concrete plates respectively and are fixedly connected with the corresponding precast concrete plates.
Preferably, the top and the bottom of the precast concrete slab are both provided with a placing groove, and the steel block is positioned in the placing groove.
Preferably, the holes are formed in the inner walls of the straight steel plate, the steel block and the placing groove, a screw rod is arranged in the through hole, and a nut is sleeved on the outer side of the screw rod in a threaded manner.
Preferably, the holes in the precast concrete plate are linearly arranged at equal intervals; the holes in the steel block are linearly arranged at equal intervals; a plurality of holes on the straight steel plate are linearly arranged at equal intervals.
Compared with the prior art, the utility model provides a slidable assembled wallboard connection structure has following beneficial effect:
the utility model provides a slidable assembled wallboard connecting structure, which adopts a horizontal sliding mode of I-shaped steel and groove-shaped square steel to connect, thereby realizing the installation between the precast concrete wall and reducing the friction; the stability between the straight steel plate and the precast concrete plate is further reinforced through the self gravity of the first precast concrete wall, and the vertical movement of the precast concrete plate is limited; the precast concrete plate is a special-shaped plate, and the matching screw rod can limit the movement of the concrete plate in the horizontal direction.
Drawings
Fig. 1 is a schematic structural view of a preferred embodiment of a slidable assembled wallboard connection structure according to the present invention;
fig. 2 is a schematic structural view of a second precast concrete wall shown in fig. 1;
fig. 3 is a schematic structural view of the first precast concrete wall shown in fig. 1;
fig. 4 is a schematic structural view of the precast concrete panel shown in fig. 1;
reference numbers in the figures: 1. the prefabricated concrete slab comprises a first prefabricated concrete wall, a second prefabricated concrete wall, a prefabricated concrete slab, 4, a straight steel plate, 5, I-shaped steel, 6, groove-shaped square steel, 7, a steel block, 8, a screw rod, 9, a nut, 10 and a hole.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and embodiments.
Please refer to fig. 1, fig. 2, fig. 3 and fig. 4, wherein fig. 1 is a schematic structural diagram of a preferred embodiment of a slidable assembled wallboard connection structure according to the present invention; fig. 2 is a schematic structural view of a second precast concrete wall shown in fig. 1; fig. 3 is a schematic structural view of the first precast concrete wall shown in fig. 1; fig. 4 is a schematic structural view of the precast concrete panel shown in fig. 1. Slidable assembled wallboard connection structure includes: a first precast concrete wall 1; a second precast concrete wall 2, the second precast concrete wall 2 being located above the first precast concrete wall 1; the two straight steel plates 4 are respectively fixedly arranged on one sides, close to each other, of the first precast concrete wall 1 and the second precast concrete wall 2; the two I-shaped steel sections 5 are fixedly arranged on one of the straight steel plates 4; the two groove-shaped square steels 6 are fixedly arranged on the other straight steel plate 4, and the two I-shaped steel sections 5 extend into the two groove-shaped square steels 6 respectively; the four steel blocks 7 are respectively and fixedly installed on one side, close to each other, of the two straight steel plates 4, and the number of the steel blocks 7 on each straight steel plate 4 is two; two precast concrete plates 3, wherein the two precast concrete plates 3 are positioned between the two straight steel plates 4, and the sides, close to each other, of the two corresponding steel blocks 7 respectively extend into the corresponding precast concrete plates 3 and are fixedly connected with the corresponding precast concrete plates 3.
Preferably, the top and the bottom of the precast concrete plate 3 are both provided with a placing groove, and the steel block 7 is positioned in the placing groove.
Preferably, the holes 10 are formed in the inner walls of the straight steel plate 4, the steel block 7 and the placing groove, a screw rod 8 is arranged in the through hole, and a nut 9 is sleeved on the outer side of the screw rod 8 in a threaded manner.
Preferably, the holes 10 on the precast concrete plate 3 are linearly arranged at equal intervals; the holes 10 on the steel block 7 are linearly arranged at equal intervals; the holes 10 on the straight steel plate 4 are linearly arranged at equal intervals.
The utility model provides a slidable assembled wallboard connection structure's theory of operation as follows:
the first precast concrete wall 1, the second precast concrete wall 2 and the precast concrete plates 3 can be assembled on site, and the welding of the straight section steel 4, the I-shaped section steel 5, the steel block 7 and the groove-shaped square steel 6, the binding of the reinforcing mesh with the first precast concrete wall 1 and the second precast concrete wall 2 and the welding process are finished in a factory;
during assembly, the second precast concrete wall 2 is located and hoisted, then slowly falls down, the precast concrete plates 3 are respectively hoisted and slowly fall down, a placing groove of each precast concrete plate 3 and steel blocks 7 at the left end and the right end of each straight steel plate 4 are fixed with each other, the first precast concrete wall 1 is hoisted to the position with the same height as the groove-shaped square steel 6, the I-shaped steel 5 and the groove-shaped square steel 6 are aligned, the steel blocks 7 at the left end and the right end of each straight steel plate 4 and the grooves at the upper parts of the precast concrete plates 3 are horizontally slid until the positions of the precast concrete plates 3 and holes 10 reserved in the straight steel plates 4 are consistent, screw rods 8 are inserted, and nuts 9 are screwed at the two ends, so that the installation work of the first precast concrete wall 1, the second precast concrete wall 2 and the precast concrete plates 3 is completed.
Compared with the prior art, the utility model provides a slidable assembled wallboard connection structure has following beneficial effect:
the utility model provides a slidable assembled wallboard connecting structure, which adopts a mode that I-shaped steel 5 and groove-shaped square steel 6 slide horizontally to connect, thereby realizing the installation between the precast concrete wall and reducing the friction; the stability between the straight steel plate 4 and the precast concrete plate 3 is further reinforced through the self gravity of the first precast concrete wall 1, and the vertical movement of the precast concrete plate 3 is limited; the precast concrete plate 3 is a special-shaped plate, and the matching screw 8 can limit the movement of the concrete plate in the horizontal direction.
The above only is the embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent processes of the present invention are used in the specification and the attached drawings, or directly or indirectly applied to other related technical fields, and the same principle is included in the protection scope of the present invention.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120009220.6U CN214220078U (en) | 2021-01-05 | 2021-01-05 | A slidable assembled wall panel connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120009220.6U CN214220078U (en) | 2021-01-05 | 2021-01-05 | A slidable assembled wall panel connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214220078U true CN214220078U (en) | 2021-09-17 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120009220.6U Expired - Fee Related CN214220078U (en) | 2021-01-05 | 2021-01-05 | A slidable assembled wall panel connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214220078U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113431223A (en) * | 2021-07-01 | 2021-09-24 | 重庆大学 | I-shaped clamping groove type composite shear wall and splicing method thereof |
| CN115822128A (en) * | 2023-02-23 | 2023-03-21 | 成都建工第六建筑工程有限公司 | Assembly type wall body structure and construction method |
-
2021
- 2021-01-05 CN CN202120009220.6U patent/CN214220078U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113431223A (en) * | 2021-07-01 | 2021-09-24 | 重庆大学 | I-shaped clamping groove type composite shear wall and splicing method thereof |
| CN113431223B (en) * | 2021-07-01 | 2022-09-30 | 重庆大学 | An I-shaped slotted composite shear wall and its splicing method |
| CN115822128A (en) * | 2023-02-23 | 2023-03-21 | 成都建工第六建筑工程有限公司 | Assembly type wall body structure and construction method |
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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 |
Granted publication date: 20210917 |
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| CF01 | Termination of patent right due to non-payment of annual fee |