CN220598744U - Aerated block wall constructional column node - Google Patents
Aerated block wall constructional column node Download PDFInfo
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- CN220598744U CN220598744U CN202322172428.1U CN202322172428U CN220598744U CN 220598744 U CN220598744 U CN 220598744U CN 202322172428 U CN202322172428 U CN 202322172428U CN 220598744 U CN220598744 U CN 220598744U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 102
- 239000010959 steel Substances 0.000 claims abstract description 102
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 101
- 229910052742 iron Inorganic materials 0.000 claims abstract description 49
- 238000010079 rubber tapping Methods 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 18
- 238000010586 diagram Methods 0.000 description 10
- 238000009415 formwork Methods 0.000 description 6
- 239000004567 concrete Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- PMVSDNDAUGGCCE-TYYBGVCCSA-L Ferrous fumarate Chemical compound [Fe+2].[O-]C(=O)\C=C\C([O-])=O PMVSDNDAUGGCCE-TYYBGVCCSA-L 0.000 description 1
- 229920005830 Polyurethane Foam Polymers 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000011496 polyurethane foam Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
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Abstract
The utility model provides an aerated block wall constructional column node, which belongs to the technical field of building blocks and comprises a main wall, wherein the main wall is connected with a steel column through an auxiliary block, an iron piece is connected between the auxiliary block and the steel column, the iron piece is an L-shaped iron piece or a return-shaped iron piece, two transversely adjacent auxiliary blocks are spliced to form a notch with the inner diameter larger than the outer diameter of the steel column, the steel column is wrapped by the notch, the steel column is connected with a main structure through a steel plate, the steel plate is provided with a steel plate hole, and the steel plate hole is connected with an embedded bolt or an embedded steel bar of the main structure. The utility model is suitable for the design and construction of the air entrainment block filling wall of the frame structure, can effectively improve the construction efficiency, shorten the construction period and ensure the construction quality.
Description
Technical Field
The utility model relates to the technical field of building blocks, in particular to an aerated block wall constructional column node.
Background
The air entrainment piece is often used for the infill wall construction of frame construction, in the design and the construction of air entrainment piece wall body, the setting of constructional column is used for promoting the wholeness and the stability of wall body. The constructional column is not a main stress member, and the main function of the constructional column is not to bear vertical load, but to resist transverse loads such as shearing force, earthquake resistance and the like. The constructional columns in the prior art are mainly reinforced concrete constructional columns, and the construction steps of the reinforced concrete constructional columns generally comprise the steps of bar planting, steel bar binding, formwork supporting, concrete grouting, resting for more than 2 weeks, form removal and the like, and the expansion of the formwork also needs to be chiseled.
Although hollow concrete forms for wall constructional columns, building blocks for building constructional columns, and building column formwork-free structures for building constructional columns in walls, which are disclosed in patents ZL201410140153.6, ZL201921355222.X, and ZL202020342729.8, are shown on the market, the construction period of the building column formwork building blocks can not be obviously shortened because concrete grouting operation is still required by adopting the building column formwork building blocks.
Disclosure of Invention
In order to overcome the above disadvantages, the present utility model provides an aerated block wall constructional column node that overcomes or at least partially solves the above-mentioned technical problems.
The utility model is realized in the following way:
the utility model provides an aerated block wall constructional column node which comprises a main wall, wherein the main wall is connected with a steel column through an auxiliary block, an iron piece is connected between the auxiliary block and the steel column, the iron piece is an L-shaped iron piece or a back-shaped iron piece, two adjacent auxiliary blocks are spliced to form a notch with the inner diameter larger than the outer diameter of the steel column, and the steel column is wrapped by the notch.
In one embodiment of the utility model, the steel column is connected with the main structure through a steel plate, the steel plate is provided with a steel plate hole, and the steel plate hole is connected with an embedded bolt or an embedded bar of the main structure.
In one embodiment of the utility model, the steel column is welded to the embedded bars of the main structure.
In one embodiment of the utility model, the iron piece is an L-shaped iron piece, the L-shaped iron piece comprises a vertical plate and a horizontal plate which are perpendicular to each other, the vertical plate is provided with a plurality of vertical plate holes, the horizontal plate is provided with a plurality of horizontal plate holes, the vertical plate holes are round holes or oblong holes, the horizontal plate holes are round holes, the vertical plate holes are connected with the steel column through connecting nails, the connecting nails are rivets or self-tapping nails, and the horizontal plate holes are connected with the auxiliary block through steel nails.
In one embodiment of the utility model, the iron piece is a return iron piece, the return iron piece is sleeved outside the steel column, the return iron piece is provided with a return iron piece hole, and the return iron piece hole is connected with the auxiliary block through a steel nail.
In one embodiment of the utility model, the main wall is built by a main block, a tenon is arranged at the right end of the main block, the tenon is transversely arranged, and a mortise matched with the tenon is arranged at the left end of the main block.
In one embodiment of the present utility model, the auxiliary blocks include an auxiliary block a, an auxiliary block B, an auxiliary block C, and an auxiliary block D;
the left ends of the auxiliary block A and the auxiliary block B are respectively provided with a tenon, the right ends of the auxiliary block A and the auxiliary block B are respectively provided with a tenon groove, the tenon end of the auxiliary block A is provided with a half groove, the tenon groove end of the auxiliary block B is provided with a half groove, and the half grooves of the auxiliary block A and the half grooves of the auxiliary block B are spliced to form a notch with the inner diameter larger than the outer diameter of the steel column;
the left end of auxiliary block C is equipped with the tongue-and-groove, auxiliary block C's right-hand member is equipped with the half groove, auxiliary block D's left end is equipped with the half groove, auxiliary block D's right-hand member is equipped with the tenon, auxiliary block C's half groove with auxiliary block D's half groove concatenation forms the internal diameter and is greater than the notch of steel column external diameter.
In one embodiment of the present utility model, the auxiliary blocks include an auxiliary block E, an auxiliary block F, an auxiliary block G, an auxiliary block H, an auxiliary block I, an auxiliary block J;
the left end of the auxiliary block E is provided with a tenon groove, the right end of the auxiliary block E is provided with a tenon and a full groove, and the full groove of the auxiliary block E is spliced with the main block to form a notch with the inner diameter larger than the outer diameter of the steel column;
the left end of the auxiliary block F is provided with a mortise and a full groove, the right end of the auxiliary block F is provided with a tenon, and the full groove of the auxiliary block F is spliced with the main block to form a notch with the inner diameter larger than the outer diameter of the steel column;
the left end of the auxiliary block G is provided with a mortice, the right end of the auxiliary block G is provided with a full slot, the right end of the auxiliary block H is provided with a tenon, and the full slot of the auxiliary block G and the auxiliary block H are spliced to form a notch with the inner diameter larger than the outer diameter of the steel column;
the left end of auxiliary block I is equipped with the tongue-and-groove, auxiliary block J's right-hand member is equipped with the tenon, auxiliary block J left end is equipped with full groove, auxiliary block I with auxiliary block J's full groove concatenation forms the internal diameter and is greater than the notch of steel column external diameter.
In one embodiment of the utility model, the steel column is in a shape of a toothed segment, the outer diameter of the concave part of the steel column is slightly smaller than the inner diameter of the full groove, and the full groove of the auxiliary block G and the full groove of the auxiliary block J are spliced to form a notch with the inner diameter larger than the outer diameter of the convex part of the steel column.
In one embodiment of the present utility model, the constructional column is one or more of a straight wall constructional column, a corner wall constructional column, a T-shaped wall constructional column and a cross wall constructional column;
the odd-numbered skin and the even-numbered skin of the corner wall constructional column are spliced with the U-shaped block by one of the auxiliary block C or the auxiliary block D to form a notch with the inner diameter larger than the outer diameter of the steel column;
the odd skin of the T-shaped wall constructional column is spliced with the auxiliary block D by the auxiliary block C to form a notch with the inner diameter larger than the outer diameter of the steel column, and the even skin of the T-shaped wall constructional column is spliced with one of the auxiliary block C and the auxiliary block D and the U-shaped block to form a notch with the inner diameter larger than the outer diameter of the steel column;
odd skin and even skin of cross wall constructional column all auxiliary block C with auxiliary block D concatenation forms the internal diameter is greater than the notch of steel column external diameter.
The utility model provides an aerated block wall constructional column node, which has the beneficial effects that:
1. according to the utility model, the steel column is adopted to realize rapid arrangement of the constructional column, and working procedures such as formwork supporting, formwork removing, concrete grouting and the like are not needed, so that the construction period can be shortened to a great extent; on the basis of good plasticity and toughness of the steel structure, the L-shaped iron piece or the round iron piece with the oblong holes is adopted to connect the steel column and the air-entrapping blocks, so that a transverse movable space is provided for the wall body when an earthquake begins, the influence caused by transverse load is reduced, and the anti-seismic performance of the wall body is improved; the air block wraps the steel column, so that the influence of a heat bridge of the steel column can be reduced, and the fire resistance of the constructional column can be ensured.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some examples of the present utility model and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic illustration of a column node in accordance with an embodiment of the present utility model;
FIG. 2 is a schematic diagram II of a column node according to an embodiment of the utility model;
FIG. 3 is a schematic diagram III of a column node according to an embodiment of the utility model;
fig. 4 is an enlarged view at a in fig. 3;
FIG. 5 is a schematic illustration of an L-shaped iron member according to an embodiment of the present utility model;
FIG. 6 is a schematic diagram II of an L-shaped iron member according to an embodiment of the present utility model;
FIG. 7 is a schematic perspective view of a main block according to an embodiment of the utility model;
FIG. 8 is a schematic perspective view of a main block according to an embodiment of the utility model;
FIG. 9 is a front view of a main block according to an embodiment of the utility model;
FIG. 10 is a top view of a main block according to an embodiment of the utility model;
FIG. 11 is a top view of an auxiliary block A according to an embodiment of the utility model;
FIG. 12 is a top view of an auxiliary block B according to an embodiment of the utility model;
fig. 13 is a schematic diagram of a combination of an auxiliary block C and an auxiliary block D according to an embodiment of the present utility model;
FIG. 14 is a top view of an auxiliary block E according to an embodiment of the utility model;
fig. 15 is a top view of an auxiliary block F according to an embodiment of the present utility model;
fig. 16 is a schematic diagram of a combination of an auxiliary block G and an auxiliary block H according to an embodiment of the present utility model;
FIG. 17 is a schematic diagram of an auxiliary block I in combination with an auxiliary block J according to an embodiment of the utility model;
FIG. 18 is a schematic diagram IV of a column node according to an embodiment of the utility model;
FIG. 19 is a schematic diagram fifth of a column node according to an embodiment of the utility model;
FIG. 20 is a schematic diagram six of a column node according to an embodiment of the utility model;
FIG. 21 is a schematic diagram of an auxiliary block G and a combination with an auxiliary block J according to an embodiment of the utility model;
FIG. 22 is a schematic view of an odd skin of a corner wall construction column according to an embodiment of the utility model;
FIG. 23 is a schematic illustration of even skins of corner wall construction columns according to an embodiment of the present utility model;
FIG. 24 is a schematic view of an odd skin of a T-wall stud in accordance with an embodiment of the present utility model;
FIG. 25 is a schematic illustration of even skins of a T-wall stud in accordance with an embodiment of the present utility model;
FIG. 26 is a schematic illustration of odd skins of a cross wall construction column according to an embodiment of the utility model;
FIG. 27 is a schematic illustration of even skins of a cross wall construction column according to an embodiment of the present utility model;
fig. 28 is an enlarged view at B in fig. 27.
In the figure: 1. a main wall; 11. a main block; 111. a tenon; 112. a tongue and groove; 2. an auxiliary block; 201. a half groove; 202. a full groove; 21. an auxiliary block A; 22. an auxiliary block B; 23. an auxiliary block C; 24. an auxiliary block D; 25. an auxiliary block E; 26. an auxiliary block F; 27. an auxiliary block G; 28. an auxiliary block H; 29. an auxiliary block I; 210. an auxiliary block J; 3. a steel column; 31. a depression; 32. a protrusion; 4. an iron piece; 41. an L-shaped iron piece; 411. a riser; 4111. vertical plate holes; 412. a cross plate; 4121. a transverse plate hole; 42. a loop-shaped iron member; 421. a loop-shaped iron hole; 43. connecting nails; 5. a steel plate; 51. a steel plate hole; 6. a main body structure; 61. embedding reinforcing steel bars; 7. u-shaped block.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments. All other embodiments, based on the embodiments of the utility model, which are apparent to those of ordinary skill in the art without inventive faculty, are intended to be within the scope of the utility model.
Examples
Referring to fig. 1-28, the present technical solution provides an aerated block wall constructional column node, wherein the aerated block wall constructional column node includes a main wall 1, the main wall 1 is connected with a steel column 3 through an auxiliary block 2, an iron piece 4 is connected between the auxiliary block 2 and the steel column 3, the iron piece 4 is an L-shaped iron piece 41 or a back-shaped iron piece 42, two adjacent transverse auxiliary blocks 2 are spliced to form a notch with an inner diameter larger than the outer diameter of the steel column 3, and the notch wraps the steel column 3. In practice, not every auxiliary block 2 is connected with an iron 4, and typically, every two air-entrapping blocks except the first skin are provided with one iron 4, namely, the second skin, the fourth skin, the sixth skin and the like are provided with the iron 4. The steel column 3 can be a square tube. The steel column 3 can be connected with the main structure 6 through the steel plate 5, and the steel plate 5 is provided with a steel plate hole 51, and the steel plate hole 51 is connected with embedded bolts or embedded bars of the main structure 6. The steel column 3 can also be welded with the embedded bar 61 of the main body structure 6, when the iron piece 4 is an L-shaped iron piece 41, the L-shaped iron piece 41 comprises a vertical plate 411 and a horizontal plate 412 which are perpendicular to each other, the vertical plate 411 is provided with a plurality of vertical plate holes 4111, the horizontal plate 412 is provided with a plurality of horizontal plate holes 4121, the vertical plate holes 4111 are round holes or oblong holes, the horizontal plate holes 4121 are round holes, the vertical plate holes 4111 are connected with the steel column 3 through connecting nails 43, the connecting nails 43 are rivets such as blind rivets or self-tapping nails such as external hexagonal self-tapping nails, the horizontal plate holes 4121 are connected with the auxiliary block 2 through steel nails, when the iron piece 4 is a return iron piece 42, the return iron piece 42 is sleeved outside the steel column 3, the return iron piece 42 is provided with a return iron piece hole 421, the return iron piece hole 421 is connected with the auxiliary block 2 through the steel nails, the main wall 1 is built by the main block 11, the right end of the main block 11 is provided with a tenon 111, the left end of the main block 11 is transversely provided with a tenon 112 which is matched with the tenon 111.
Referring to fig. 1 to 28, based on the same concept as embodiment 1 described above, the present embodiment also proposes that the auxiliary block 2 includes an auxiliary block a21, an auxiliary block B22, an auxiliary block C23, and an auxiliary block D24; the left ends of the auxiliary block A21 and the auxiliary block B22 are respectively provided with a tenon 111, the right ends of the auxiliary block A21 and the auxiliary block B22 are respectively provided with a tenon 112, the tenon end of the auxiliary block A21 is provided with a half groove 201, the tenon end of the auxiliary block B is provided with a half groove 201, and the half grooves 201 of the auxiliary block A21 and the half grooves 201 of the auxiliary block B22 are spliced to form a notch with the inner diameter larger than the outer diameter of the steel column 3; the left end of the auxiliary block C23 is provided with a mortise 112, the right end of the auxiliary block C23 is provided with a half groove 201, the left end of the auxiliary block D24 is provided with a half groove 201, the right end of the auxiliary block D24 is provided with a tenon 111, the half groove 201 of the auxiliary block C23 is spliced with the half groove 201 of the auxiliary block D24 to form a notch with the inner diameter larger than the outer diameter of the steel column 3, and the auxiliary block 2 comprises an auxiliary block E25, an auxiliary block F26, an auxiliary block G27, an auxiliary block H28, an auxiliary block I29 and an auxiliary block J210; the left end of the auxiliary block E25 is provided with a tenon groove 112, the right end of the auxiliary block E25 is provided with a tenon 111 and a full groove 202, and the full groove 202 of the auxiliary block E25 is spliced with the main block 11 to form a notch with the inner diameter larger than the outer diameter of the steel column 3; the left end of the auxiliary block F26 is provided with a mortise 112 and a full groove 202, the right end of the auxiliary block F26 is provided with a tenon 111, and the full groove 202 of the auxiliary block F26 is spliced with the main block 11 to form a notch with the inner diameter larger than the outer diameter of the steel column 3; the left end of the auxiliary block G27 is provided with a mortise 112, the right end of the auxiliary block G27 is provided with a full groove 202, the right end of the auxiliary block H28 is provided with a tenon 111, and the full groove 202 of the auxiliary block G27 and the auxiliary block H28 are spliced to form a notch with the inner diameter larger than the outer diameter of the steel column 3; the left end of auxiliary block I29 is equipped with tongue-and-groove 112, and the right-hand member of auxiliary block J210 is equipped with tenon 111, and auxiliary block J210 left end is equipped with full groove 202, and auxiliary block I29 and the full groove 202 concatenation of auxiliary block J210 form the notch that the internal diameter is greater than steel column 3 external diameter, and steel column 3 is the horse tooth form, and steel column 3 concave part 31 external diameter slightly is less than full groove 202 internal diameter, and the full groove 202 concatenation of auxiliary block G27 and the full groove 202 concatenation of auxiliary block J210 form the notch that the internal diameter is greater than steel column 3 protruding part 32 external diameter. As shown in fig. 22 to 27, the constructional column is one or more of a straight wall constructional column, a corner wall constructional column, a T-shaped wall constructional column and a cross wall constructional column; the odd skin and even skin of the corner wall constructional column are spliced with the U-shaped block 7 by one of the auxiliary blocks C23 or D24 to form a notch with the inner diameter larger than the outer diameter of the steel column 3; the odd skin of the T-shaped wall constructional column is spliced with the auxiliary block D24 by the auxiliary block C23 to form a notch with the inner diameter larger than the outer diameter of the steel column 3, and the even skin of the T-shaped wall constructional column is spliced with the U-shaped block 7 by one of the auxiliary block C23 and the auxiliary block D24 to form a notch with the inner diameter larger than the outer diameter of the steel column 3; odd skin and even skin of cross wall constructional column splice by auxiliary block C23 and auxiliary block D24 and form the notch that the internal diameter is greater than the external diameter of steel column 3, leave the space between notch and the steel column 3 that auxiliary block 2 formed, fill 8 have between the space, and 8 can select polyurethane foam or mortar of filler.
In conclusion, the method is suitable for the design and construction of the air entrainment block filling wall of the frame structure, can effectively improve the construction efficiency, shorten the construction period and ensure the construction quality.
In the description of the present utility model, it should be understood that the terms "upper", "lower", "left", "right", "front", "rear", "transverse", "longitudinal", "top", "middle", "bottom", "inner", "outer", "peripheral", "horizontal", "vertical", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," "provided," and the like are to be construed broadly and may be, for example, fixedly attached, slidably attached, removably attached, or integrally formed; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium; may be a communication between two elements or an interaction between two elements unless explicitly defined otherwise. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances. While particular embodiments of the present utility model have been illustrated and described, it will be appreciated that various other changes and modifications can be made without departing from the spirit and scope of the utility model. It is therefore intended to cover in the appended claims all such changes and modifications that are within the scope of this utility model.
Claims (10)
1. The utility model provides an air entrainment piece wall body constructional column node, includes main wall (1), its characterized in that, main wall (1) are connected with steel column (3) through supplementary piece (2), supplementary piece (2) with be connected with ironware (4) between steel column (3), ironware (4) are L type ironware (41) or returns type ironware (42), two that transversely neighbor supplementary piece (2) splice formation internal diameter is greater than the notch of steel column (3) external diameter, the notch will steel column (3) parcel.
2. An aerated block wall constructional column node according to claim 1, characterized in that the steel column (3) is connected with the main structure (6) by a steel plate (5), the steel plate (5) is provided with a steel plate hole (51), and the steel plate hole (51) is connected with an embedded bolt or an embedded bar (61) of the main structure (6).
3. An aerated block wall constructional column node according to claim 1, wherein the steel columns (3) are welded to pre-buried bars (61) of the main structure (6).
4. An aerated block wall constructional column node according to claim 1, characterized in that the iron piece (4) is an L-shaped iron piece (41), the L-shaped iron piece (41) comprises a vertical plate (411) and a transverse plate (412) which are perpendicular to each other, the vertical plate (411) is provided with a plurality of vertical plate holes (4111), the transverse plate (412) is provided with a plurality of transverse plate holes (4121), the vertical plate holes (4111) are round holes or oblong holes, the transverse plate holes (4121) are round holes, the vertical plate holes (4111) are connected with the steel column (3) through connecting nails (43), the connecting nails (43) are rivets or self-tapping nails, and the transverse plate holes (4121) are connected with the auxiliary block (2) through steel nails.
5. An aerated block wall constructional column node according to claim 1, characterized in that the iron (4) is a return iron (42), the return iron (42) is sleeved outside the steel column (3), the return iron (42) is provided with a return iron hole (421), and the return iron hole (421) is connected with the auxiliary block (2) through a steel nail.
6. An aerated block wall constructional column node according to any of claims 1-5, wherein the main wall (1) is built by a main block (11), the right end of the main block (11) is provided with a tenon (111), the tenon (111) is arranged transversely, and the left end of the main block (11) is provided with a tenon groove (112) which is matched with the tenon (111).
7. An aerated block wall constructional column node according to claim 6, wherein the auxiliary blocks (2) comprise auxiliary blocks a (21), B (22), C (23), D (24);
the left ends of the auxiliary block A (21) and the auxiliary block B (22) are respectively provided with a tenon (111), the right ends of the auxiliary block A (21) and the auxiliary block B (22) are respectively provided with a tenon groove (112), the tenon end of the auxiliary block A (21) is provided with a half groove (201), the tenon groove end of the auxiliary block B (22) is provided with a half groove (201), and the half groove (201) of the auxiliary block A (21) and the half groove (201) of the auxiliary block B (22) are spliced to form a notch with the inner diameter larger than the outer diameter of the steel column (3);
the left end of auxiliary block C (23) is equipped with tongue-and-groove (112), the right-hand member of auxiliary block C (23) is equipped with half groove (201), the left end of auxiliary block D (24) is equipped with half groove (201), the right-hand member of auxiliary block D (24) is equipped with tenon (111), half groove (201) of auxiliary block C (23) with half groove (201) of auxiliary block D (24) splice formation internal diameter is greater than the notch of steel column (3) external diameter.
8. An aerated block wall constructional column node according to claim 6, wherein the auxiliary blocks (2) comprise auxiliary blocks E (25), F (26), G (27), H (28), I (29), J (210);
the left end of the auxiliary block E (25) is provided with a tenon groove (112), the right end of the auxiliary block E (25) is provided with a tenon (111) and a full groove (202), and the full groove (202) of the auxiliary block E (25) is spliced with the main block (11) to form a notch with the inner diameter larger than the outer diameter of the steel column (3);
the left end of the auxiliary block F (26) is provided with a mortise (112) and a full groove (202), the right end of the auxiliary block F (26) is provided with a tenon (111), and the full groove (202) of the auxiliary block F (26) is spliced with the main block (11) to form a notch with the inner diameter larger than the outer diameter of the steel column (3);
the left end of the auxiliary block G (27) is provided with a mortise (112), the right end of the auxiliary block G (27) is provided with a full groove (202), the right end of the auxiliary block H (28) is provided with a tenon (111), and the full groove (202) of the auxiliary block G (27) and the auxiliary block H (28) are spliced to form a notch with the inner diameter larger than the outer diameter of the steel column (3);
the left end of auxiliary block I (29) is equipped with tongue-and-groove (112), the right-hand member of auxiliary block J (210) is equipped with tenon (111), the left end of auxiliary block J (210) is equipped with full groove (202), auxiliary block I (29) with full groove (202) concatenation of auxiliary block J (210) forms the internal diameter and is greater than the notch of steel column (3) external diameter.
9. The aerated block wall constructional column node of claim 8, wherein the steel column (3) is in a toothed shape, the outer diameter of the concave part (31) of the steel column (3) is slightly smaller than the inner diameter of the full groove (202), and the full groove (202) of the auxiliary block G (27) and the full groove (202) of the auxiliary block J (210) are spliced to form a notch with the inner diameter larger than the outer diameter of the convex part (32) of the steel column (3).
10. An aerated block wall column node of claim 6, wherein the column is one or more of a straight wall column, a corner wall column, a tee wall column, a cross wall column;
the odd skin and the even skin of the corner wall constructional column are spliced with the U-shaped block (7) by one of the auxiliary block C (23) or the auxiliary block D (24) to form a notch with the inner diameter larger than the outer diameter of the steel column (3);
the odd skin of the T-shaped wall constructional column is spliced with the auxiliary block D (24) by the auxiliary block C (23) to form a notch with the inner diameter larger than the outer diameter of the steel column (3), and the even skin of the T-shaped wall constructional column is spliced with the U-shaped block (7) by one of the auxiliary block C (23) or the auxiliary block D (24) to form a notch with the inner diameter larger than the outer diameter of the steel column (3);
odd skin and even skin of cross wall constructional column are by auxiliary block C (23) with auxiliary block D (24) concatenation forms the internal diameter is greater than notch of steel column (3) external diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322172428.1U CN220598744U (en) | 2023-08-14 | 2023-08-14 | Aerated block wall constructional column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322172428.1U CN220598744U (en) | 2023-08-14 | 2023-08-14 | Aerated block wall constructional column node |
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| Publication Number | Publication Date |
|---|---|
| CN220598744U true CN220598744U (en) | 2024-03-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322172428.1U Active CN220598744U (en) | 2023-08-14 | 2023-08-14 | Aerated block wall constructional column node |
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| Country | Link |
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| CN (1) | CN220598744U (en) |
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2023
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