CN214272416U - Adjustable assembled wall column connecting structure - Google Patents

Adjustable assembled wall column connecting structure Download PDF

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Publication number
CN214272416U
CN214272416U CN202120055392.7U CN202120055392U CN214272416U CN 214272416 U CN214272416 U CN 214272416U CN 202120055392 U CN202120055392 U CN 202120055392U CN 214272416 U CN214272416 U CN 214272416U
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China
Prior art keywords
steel
precast
column
precast concrete
prefabricated
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Active
Application number
CN202120055392.7U
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Chinese (zh)
Inventor
张皓
徐忠泽
侯世伟
胥继冉
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Shenyang Jianzhu University
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Shenyang Jianzhu University
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Priority to CN202120055392.7U priority Critical patent/CN214272416U/en
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Abstract

The utility model provides an assembled wall column connection structure with adjustable. The adjustable assembly type wall column connecting structure comprises a precast concrete column; the precast concrete wall is positioned on one side of the precast concrete column; one side of the first precast steel member is welded in the precast concrete column, and one side of the first precast steel member, which is far away from the precast concrete column, extends out of the precast concrete column; a second precast steel member located within the first precast steel member, one side of the second precast steel member extending into the precast concrete wall and being welded thereto; a plurality of steel spacers disposed within the second precast steel member. The utility model provides an assembled wall column connection structure with adjustable have the advantage that the atress is reasonable, easy operation, construction convenience, durability are strong.

Description

Adjustable assembled wall column connecting structure
Technical Field
The utility model relates to a building engineering technical field especially relates to an assembled wall column connection structure with adjustable.
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 field and is an important technical link for promoting the assembly type industrialization, the safety, the reliability and the applicability of the wall column assembly type node are highly valued, and even the assembly quality and the engineering progress are determined, so that the research on the assembly type wall column node is necessary.
At present, methods such as local pouring of wall column joints and welding connection of steel structure connecting pieces are mostly adopted for assembly type wall column connection, connecting stubbles of the methods are mostly butt-jointed and do not have self-stability, local cast-in-place can be influenced by overall deformation, and meanwhile, due to the fact that contraction deformation of concrete can also generate gaps and the like, the problem that welding local parts of the steel connecting pieces are not easy to process exists.
Therefore, there is a need to provide a new adjustable assembled wall column connection structure to solve the above-mentioned technical problems.
SUMMERY OF THE UTILITY MODEL
The utility model provides a technical problem provide an adjustable assembled wall column connection structure with atress is reasonable, easy operation, construction convenience, durability are strong.
For solving the technical problem, the utility model provides an adjustable assembled wall post connection structure includes: prefabricating a concrete column; the precast concrete wall is positioned on one side of the precast concrete column; one side of the first precast steel member is welded in the precast concrete column, and one side of the first precast steel member, which is far away from the precast concrete column, extends out of the precast concrete column; a second precast steel member located within the first precast steel member, one side of the second precast steel member extending into the precast concrete wall and being welded thereto; and the plurality of steel cushion blocks are arranged in the second prefabricated steel member and fixedly connected with the second prefabricated steel member.
Preferably, the first prefabricated steel member and the second prefabricated steel member are both made of hollow T-shaped steel.
Preferably, it is a plurality of all be equipped with the screw rod on the steel cushion block, the both ends of screw rod all run through first prefabricated steel member with the second prefabricated steel member, the both ends of screw rod all are equipped with the nut.
Preferably, the first prefabricated steel member the second prefabricated steel member with reserved holes have all been seted up on the steel cushion block, the screw rod runs through correspondingly reserved holes.
Compared with the prior art, the utility model provides an adjustable assembled wall post connection structure has following beneficial effect:
the utility model provides an assembled wall post connection structure with adjustable adopts the mode of the first prefabricated steel member of hollow T shaped steel and the installation auto-lock of second prefabricated steel member, through the horizontal migration and the rotation in the plane between first prefabricated steel member and the prefabricated steel member of second parcel effect restriction precast concrete wall and the precast concrete post, improves the rigidity of connection position.
Drawings
Fig. 1 is a schematic perspective view of a preferred embodiment of an adjustable assembly wall column connection structure according to the present invention;
FIG. 2 is a top view of FIG. 1;
FIG. 3 is a front view of FIG. 1;
FIG. 4 is a structural schematic view of the first prefabricated steel member shown in FIG. 1;
FIG. 5 is a structural view of a second prefabricated steel member shown in FIG. 1;
reference numbers in the figures: 1. precast concrete post, 2, precast concrete wall, 3, first precast steel member, 4, second precast steel member, 5, steel cushion block, 6, screw rod, 7, nut, 8, reservation 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, fig. 4 and fig. 5 in combination, wherein fig. 1 is a schematic perspective view illustrating a preferred embodiment of an adjustable assembled wall column connection structure according to the present invention; FIG. 2 is a top view of FIG. 1; FIG. 3 is a front view of FIG. 1; FIG. 4 is a structural schematic view of the first prefabricated steel member shown in FIG. 1; fig. 5 is a structural view of the second prefabricated steel member shown in fig. 1. Assembled wall post connection structure with adjustable includes: prefabricating a concrete column 1; the precast concrete wall 2 is positioned on one side of the precast concrete column 1; one side of the first precast steel member 3 is welded in the precast concrete column 1, and one side of the first precast steel member 3, which is far away from the precast concrete column 1, extends out of the precast concrete column 1; a second precast steel member 4, the second precast steel member 4 being located within the first precast steel member 3, one side of the second precast steel member 4 extending into the precast concrete wall 2 and being welded with the precast concrete wall 2; a plurality of steel spacers 5, it is a plurality of steel spacers 5 set up in second prefabricated steel member 4, steel spacers 5 with second prefabricated steel member 4 fixed connection.
First prefabricated steel member 3 with second prefabricated steel member 4 is hollow T style of calligraphy steel preparation and forms.
It is a plurality of all be equipped with screw rod 6 on the steel cushion block 5, the both ends of screw rod 6 all run through first prefabricated steel member 3 with second prefabricated steel member 4, the both ends of screw rod 6 all are equipped with nut 7.
First prefabricated steel member 3 the second prefabricated steel member 4 with reserved hole 8 has all been seted up on the steel cushion 5, screw rod 6 runs through correspondingly reserved hole 8.
First prefabricated steel member 3 is hollow T style of calligraphy steel and hollow T style of calligraphy steel web both sides along the direction of height evenly reserve the hole and with prefabricated concrete column 1's steel reinforcement cage ligature, welding, pour and form wholly.
The second prefabricated steel member 4 is the less hollow T style of calligraphy steel of size and hollow T style of calligraphy steel web both sides along the even hole of reserving of direction of height and ligature, welding, pouring together with the reinforcing bar net of precast concrete wall 4 and form wholly.
The utility model provides an assembled wall column connection structure's with adjustable theory of operation as follows:
precast concrete post 1 and precast concrete wall 2 can assemble on the scene, place precast concrete post 1 and hoist precast concrete wall 2 after accomplishing, after the alignment position, slowly put down, slide to same level department from top to bottom between first precast steel member 3 and the second precast steel member 4, the reservation hole 8 position of first precast steel member 3 and second precast steel member 4 aligns and forms the through-hole, after penetrating the through-hole with screw rod 6, fix with the web of first precast steel member 3 both sides respectively with nut 7 with screw rod 6 both ends, screw up, just accomplished the assembly work to precast concrete post 1 and precast concrete wall 2.
Compared with the prior art, the utility model provides an adjustable assembled wall post connection structure has following beneficial effect:
the utility model provides an assembled wall post connection structure with adjustable adopts the mode of the first prefabricated steel member 3 of hollow T shaped steel and the installation auto-lock of second prefabricated steel member 4, through the horizontal migration and the rotation in the plane between prefabricated 2 concrete wall of parcel effect restriction between first prefabricated steel member 3 and the prefabricated steel member 4 between prefabricated 2 concrete column and the prefabricated concrete post 1, improves the rigidity of connecting the position.
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)

1. An adjustable assembled wall-column connecting structure, comprising:
prefabricating a concrete column;
the precast concrete wall is positioned on one side of the precast concrete column;
one side of the first precast steel member is welded in the precast concrete column, and one side of the first precast steel member, which is far away from the precast concrete column, extends out of the precast concrete column;
a second precast steel member located within the first precast steel member, one side of the second precast steel member extending into the precast concrete wall and being welded thereto;
and the plurality of steel cushion blocks are arranged in the second prefabricated steel member and fixedly connected with the second prefabricated steel member.
2. An adjustable assembled wall-column connecting structure as set forth in claim 1, wherein the first and second prefabricated steel members are made of hollow T-shaped steel.
3. The adjustable assembled wall-column connection structure as claimed in claim 1, wherein a plurality of the steel spacers are each provided with a screw rod, both ends of the screw rod penetrate the first and second prefabricated steel members, and both ends of the screw rod are each provided with a nut.
4. The adjustable assembled wall-column connection structure as claimed in claim 3, wherein the first prefabricated steel member, the second prefabricated steel member and the steel spacer block are provided with a predetermined hole, and the screw rod penetrates through the corresponding predetermined hole.
CN202120055392.7U 2021-01-11 2021-01-11 Adjustable assembled wall column connecting structure Active CN214272416U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120055392.7U CN214272416U (en) 2021-01-11 2021-01-11 Adjustable assembled wall column connecting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120055392.7U CN214272416U (en) 2021-01-11 2021-01-11 Adjustable assembled wall column connecting structure

Publications (1)

Publication Number Publication Date
CN214272416U true CN214272416U (en) 2021-09-24

Family

ID=77791406

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120055392.7U Active CN214272416U (en) 2021-01-11 2021-01-11 Adjustable assembled wall column connecting structure

Country Status (1)

Country Link
CN (1) CN214272416U (en)

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