CN217631278U - Prefabricated column joint structure - Google Patents
Prefabricated column joint structure Download PDFInfo
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- CN217631278U CN217631278U CN202221813368.6U CN202221813368U CN217631278U CN 217631278 U CN217631278 U CN 217631278U CN 202221813368 U CN202221813368 U CN 202221813368U CN 217631278 U CN217631278 U CN 217631278U
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Abstract
The utility model provides a prefabricated column joint structure, which comprises a plurality of same joint units, wherein each joint unit comprises a support component and template components arranged on two sides of the support component, and adjacent joint units are connected through the template components; the support assembly comprises a bearing plate, a first connecting plate, lug plates and a rib plate, the two lug plates are arranged on the bearing plate in parallel, and the first connecting plate is connected with the bearing plate through the rib plate I; the template assembly comprises a second connecting plate, a second supporting template and a second rib plate, the second supporting template is connected with the second connecting plate through the second rib plate, adjacent supporting templates in adjacent joint units are fixedly connected, and the second connecting plate is connected with the lug plate; and the plurality of the supporting templates and the end surfaces of the plurality of superposed beams arranged in the joint units are encircled to form a template frame for concrete pouring. The utility model provides a prefabricated column joint structure has the characteristics that the frame is simple and convenient, the support is stable, occupation space is little and can provide the concrete placement template.
Description
Technical Field
The utility model relates to a building technical field, concretely relates to prefabricated column joint structure.
Background
Common fabricated components include prefabricated columns, composite beams, composite slabs, prefabricated walls, and the like. When using prefabricated post and coincide roof beam simultaneously in building, the beam column connects can need pour a small amount of concrete, and because coincide roof beam self is heavier, in order to guarantee support stability, the present coincide beam bottom supports common practice and detains or coils the knot and support for using the steel pipe, the wheel at the bottom of the beam along the long direction of roof beam, because it is more to support, can lead to the installation on the one hand and dismantle the process loaded down with trivial details, on the other hand support component occupation space is great, is unfavorable for the workman to pass.
Therefore, there is a need for a prefabricated column joint structure that is simple and convenient in scaffolding, stable in support, small in occupied space, and capable of providing a concrete pouring formwork to solve the problems existing in the prior art.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a built simple and convenient, support stable, occupation space is little and can provide concrete placement template's prefabricated column joint structure, concrete technical scheme as follows:
a prefabricated column joint structure comprises a plurality of identical joint units, wherein each joint unit comprises a support component and template components arranged on two sides of the support component, and adjacent joint units are connected through the template components;
the support assembly comprises bearing plates, a first connecting plate, two lug plates and a rib plate, the two lug plates are arranged on the bearing plates in parallel, the first connecting plate is connected with the bearing plates through the first rib plate, the first connecting plate is used for being connected with the prefabricated column, the two lug plates and the bearing plates are combined to form a bearing structure used for accommodating a beam head of the superposed beam, and the two lug plates, the first rib plate, the first connecting plate and the bearing plates are combined to be used for connecting the superposed beam with the prefabricated column;
the template assembly comprises a second connecting plate, a second supporting template and a second ribbed plate, the second supporting template is connected with the second connecting plate through the second ribbed plate, adjacent supporting templates in adjacent joint units are fixedly connected, and the second connecting plate is connected with the lug plates; and the plurality of supporting templates and the end surfaces of the plurality of superposed beams arranged in the joint units are encircled to form a template frame for pouring concrete.
Preferably, the lug plate, the first connecting plate and the second connecting plate are provided with threaded holes, and the lug plate is connected with the second connecting plate and the first connecting plate is connected with the prefabricated column through bolts.
Preferably, the formwork panels in the adjacent joint units are connected through glue.
Preferably, the bearing plates and the lug plates, the bearing plates and the first connecting plates, the bearing plates and the first rib plates, the first connecting plates and the first rib plates, the second connecting plates and the supporting template, the second connecting plates and the second rib plates, and the second supporting template and the second rib plates are all in welded connection.
Preferably, the bearing plate, the first connecting plate, the ear plate, the first rib plate, the second connecting plate, the supporting template and the second rib plate are all made of steel.
Use the technical scheme of the utility model, following beneficial effect has:
(1) The utility model discloses a combination of supporting component and template subassembly provides a prefabricated post joint structure that the built is simple and convenient, occupation space is little, only needs to set up whole prefabricated post structural configuration on prefabricated post through the connecting plate, again with the coincide roof beam setting among the bearing structure that otic placode and bearing plate formed, can accomplish being connected of prefabricated post and coincide roof beam to can be through a plurality of the template and the template that a plurality of settings coincide and form in the joint unit terminal surface of coincide roof beam surround and carry out concrete placement, guaranteed concrete placement quality effectively.
(2) The utility model discloses in between bearing plate and the otic placode, between bearing plate and the connecting plate, between bearing plate and the floor, between connecting plate one and the floor one, between connecting plate two and the template, between connecting plate two and the floor two and be welded connection and bearing plate between template and the floor two, connecting plate one, the otic placode, floor one, connecting plate two, template and floor two's material is steel, has further promoted the structural strength of whole prefabricated column joint structure, in addition the utility model discloses in set up floor one and floor two and further strengthened the structural strength of whole prefabricated column joint structure, when realizing simple to operate, guarantee the stability of being connected between superposed beam and the prefabricated column.
(3) The utility model discloses in between otic placode and the connecting plate two and be bolted connection between connecting plate one and the prefabricated post, can realize recycling of prefabricated post joint design through dismantling the bolt.
In addition to the above-described objects, features and advantages, the present invention has other objects, features and advantages. The present invention will be described in further detail with reference to the drawings.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification. In the drawings:
fig. 1 is a schematic structural view of a prefabricated pillar joint structure according to preferred embodiment 1 of the present invention;
FIG. 2 is a schematic structural view of the support assembly of FIG. 1;
FIG. 3 is a schematic structural view of the module assembly of FIG. 1;
FIG. 4 is an enlarged schematic view of the prefabricated pillar joint structure of FIG. 1;
the prefabricated beam comprises a support component 1, a bearing plate 1.1, a connecting plate I1.2, an ear plate 1.3, a rib plate I1.4, a formwork component 2, a connecting plate II 2.1, a formwork support 2.2, a rib plate II 2.3, a superposed beam 3, a prefabricated column 4 and a formwork frame 5.
Detailed Description
Embodiments of the invention will be described in detail hereinafter with reference to the drawings, but the invention can be implemented in many different ways as defined and covered by the claims.
Example 1:
referring to fig. 1, a prefabricated column joint structure comprises four identical joint units, wherein the joint units are respectively arranged on four surfaces of a prefabricated column 4, each joint unit comprises a support assembly 1 and template assemblies 2 arranged on two sides of the support assembly 1, and adjacent joint units are connected through the template assemblies 2;
the supporting assembly 1, referring to fig. 2, includes a bearing plate 1.1, a first connecting plate 1.2, a first ear plate 1.3, and a first rib plate 1.4, the two ear plates 1.3 are arranged on the bearing plate 1.1 in parallel, the first connecting plate 1.2 is connected to the bearing plate 1.1 through the first rib plate 1.4, the first connecting plate is used for being connected to the precast column 4, the two ear plates 1.3 and the bearing plate 1.1 are combined to form a bearing structure for accommodating a beam head of the superposed beam 3, and the two ear plates 1.3, the first rib plate 1.4, the first connecting plate 1.2, and the bearing plate 1.1 are combined to connect the superposed beam 3 to the precast column 4;
the formwork assembly, referring to fig. 3, includes a second connecting plate 2.1, a second supporting formwork 2.2 and a second rib plate 2.3, the second supporting formwork 2.2 is connected with the second connecting plate 2.1 through the second rib plate 2.3, the adjacent supporting formworks 2.2 in the adjacent joint units are fixedly connected, and the second connecting plate 2.1 is connected with the ear plates 1.3; the four formwork arms 2.2 enclose the end faces of the four superposed beams 3 arranged in the joint unit to form a formwork frame 5 for concrete casting, see fig. 4.
Preferably, the lug plate 1.3, the first connecting plate 1.2 and the second connecting plate 2.1 are all provided with threaded holes, and the lug plate 1.3 is connected with the second connecting plate 2.1 through bolts and the first connecting plate 1.2 is connected with the prefabricated column 4 through bolts. The ear plates are also connected with the superposed beams through bolts.
Preferably, the supporting templates 2.2 in the adjacent joint units are connected by glue.
Preferably, the bearing plate 1.1 and the ear plate 1.3, the bearing plate 1.1 and the connecting plate 1.2, the bearing plate 1.1 and the rib plate 1.4, the connecting plate 1.2 and the rib plate 1.4, the connecting plate 2.1 and the supporting template 2.2, the connecting plate 2.1 and the rib plate 2.3, and the supporting template 2.2 and the rib plate 2.3 are all connected by welding.
Preferably, the bearing plate 1.1, the first connecting plate 1.2, the ear plate 1.3, the first rib plate 1.4, the second connecting plate 2.1, the supporting template 2.2 and the second rib plate 2.3 are all made of steel.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (5)
1. The prefabricated column joint structure is characterized by comprising a plurality of identical joint units, wherein each joint unit comprises a support component (1) and formwork components (2) arranged on two sides of the support component (1), and adjacent joint units are connected through the formwork components (2);
the support component (1) comprises a bearing plate (1.1), a first connecting plate (1.2), a first lug plate (1.3) and a first rib plate (1.4), the two lug plates (1.3) are arranged on the bearing plate (1.1) in parallel, the first connecting plate (1.2) is connected with the bearing plate (1.1) through the first rib plate (1.4), the first connecting plate (1.2) is used for being connected with the prefabricated column (4), the two lug plates (1.3) and the bearing plate (1.1) are combined to form a bearing structure for containing a beam head of the superposed beam (3), and the two lug plates (1.3), the first rib plate (1.4), the first connecting plate (1.2) and the bearing plate (1.1) are combined to be used for connecting the superposed beam (3) with the prefabricated column (4);
the formwork assembly comprises a second connecting plate (2.1), a second supporting formwork (2.2) and a second rib plate (2.3), the second supporting formwork (2.2) is connected with the second connecting plate (2.1) through the second rib plate (2.3), the adjacent supporting formworks (2.2) in the adjacent joint units are fixedly connected, and the second connecting plate (2.1) is connected with the lug plates (1.3); the plurality of the supporting templates (2.2) and the end surfaces of the plurality of superposed beams (3) arranged in the joint unit are encircled to form a template frame (5) for concrete pouring.
2. The prefabricated column joint structure of claim 1, wherein all three of the ear plate (1.3), the first connecting plate (1.2) and the second connecting plate (2.1) are provided with threaded holes, and the connection between the ear plate (1.3) and the second connecting plate (2.1) and the connection between the first connecting plate (1.2) and the prefabricated column (4) are all bolted.
3. The pre-fabricated column joint construction according to claim 1, characterized in that the formworks (2.2) in the adjacent joint units are connected by glue.
4. The prefabricated column joint structure of claim 1, wherein the bearing plate (1.1) and the ear plate (1.3), the bearing plate (1.1) and the connecting plate (1.2), the bearing plate (1.1) and the rib plate (1.4), the connecting plate (1.2) and the rib plate (1.4), the connecting plate (2.1) and the supporting formwork (2.2), the connecting plate (2.1) and the rib plate (2.3), and the supporting formwork (2.2) and the rib plate (2.3) are all welded together.
5. The pre-fabricated column joint structure according to claim 1, wherein the bearing plate (1.1), the first connecting plate (1.2), the ear plate (1.3), the first rib plate (1.4), the second connecting plate (2.1), the formwork (2.2) and the second rib plate (2.3) are made of steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221813368.6U CN217631278U (en) | 2022-07-13 | 2022-07-13 | Prefabricated column joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221813368.6U CN217631278U (en) | 2022-07-13 | 2022-07-13 | Prefabricated column joint structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217631278U true CN217631278U (en) | 2022-10-21 |
Family
ID=83634566
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221813368.6U Active CN217631278U (en) | 2022-07-13 | 2022-07-13 | Prefabricated column joint structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217631278U (en) |
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2022
- 2022-07-13 CN CN202221813368.6U patent/CN217631278U/en active Active
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