CN220565501U - Steel construction partition wall - Google Patents
Steel construction partition wall Download PDFInfo
- Publication number
- CN220565501U CN220565501U CN202322102313.5U CN202322102313U CN220565501U CN 220565501 U CN220565501 U CN 220565501U CN 202322102313 U CN202322102313 U CN 202322102313U CN 220565501 U CN220565501 U CN 220565501U
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- Prior art keywords
- groove
- keel
- vertical
- clamping
- keels
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- 238000005192 partition Methods 0.000 title claims abstract description 35
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 34
- 239000010959 steel Substances 0.000 title claims abstract description 34
- 238000010276 construction Methods 0.000 title description 3
- 230000000149 penetrating effect Effects 0.000 claims abstract description 12
- 230000035939 shock Effects 0.000 claims abstract description 8
- 238000005452 bending Methods 0.000 claims description 11
- 241000361919 Metaphire sieboldi Species 0.000 claims description 10
- 210000000988 bone and bone Anatomy 0.000 claims description 10
- 239000011490 mineral wool Substances 0.000 claims description 5
- 230000000694 effects Effects 0.000 abstract description 6
- 238000009413 insulation Methods 0.000 abstract description 5
- 238000002955 isolation Methods 0.000 abstract description 3
- 230000005540 biological transmission Effects 0.000 abstract 1
- 239000012634 fragment Substances 0.000 description 4
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model discloses a steel structure partition wall, and relates to the field of buildings. The steel structure partition wall comprises a top keel, a ground keel, a plurality of supporting clamps, a plurality of vertical keels and a plurality of through keels, wherein a plurality of vertical keels are arranged between the top keel and the ground keel; the through keels are transversely arranged and sequentially penetrate through a plurality of vertical keels; the plurality of vertical keels and the plurality of through keels form a grid structure; the support clamps are respectively clamped with the vertical keels and the penetrating keels; and a shock pad is arranged between the edge top keel and the upper floor slab. The steel structure partition wall has the advantages that the skeleton connection is tight and strong, the sound insulation and vibration isolation effects are good, and the noise transmission can be reduced.
Description
Technical Field
The utility model relates to the field of buildings, in particular to a steel structure partition wall.
Background
In the decoration engineering of houses and buildings, light steel structure partition walls are mostly used today, the light steel structure partition walls are used for constructing wall frameworks by light steel keels, then various materials are filled on the wall frameworks, and finally gypsum is smeared or paint is smeared on the surfaces. In the actual use, because part vertical joist is not closely enough with penetrating joist connection, when the upper strata has someone to run or have the heavy object to weigh down, the vibration wave that upper strata produced will transmit to the wall skeleton of below, can arouse sometimes that part fossil fragments produce resonance, and the sound is amplified, and the people who lets lie in the lower floor feel that the sound insulation effect is poor to the ear can feel the sense of shaking sometimes.
It can be seen that there is a need for improvements and improvements in the art.
Disclosure of Invention
In view of the shortcomings of the prior art, the utility model aims to provide a steel structure partition wall, which aims to solve the technical problems that the steel structure partition wall has poor blocking effect on vibration waves from an upper layer and the keel frame is not tightly connected in the prior art.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the steel structure partition wall comprises a top keel, a ground keel, a plurality of supporting clamps, a plurality of vertical keels and a plurality of through keels, wherein the vertical keels are arranged between the top keel and the ground keel; the through keels are transversely arranged and sequentially penetrate through a plurality of vertical keels; the plurality of vertical keels and the plurality of through keels form a grid structure; the support clamps are respectively clamped with the vertical keels and the penetrating keels; and a shock pad is arranged between the edge top keel and the upper floor slab.
The steel structure partition wall is characterized in that rock wool plates are arranged in grids of the grid structure.
The steel structure partition wall is characterized in that a first groove is formed in the front side of the vertical keel, and the first groove extends along the height direction of the vertical keel; the vertical keel is provided with a plurality of through holes, the through holes are equidistantly arranged in the vertical direction, and the through holes are used for penetrating through the vertical keel.
The steel structure partition wall is characterized in that a second groove is formed in the top surface of the ground keel, and the second groove extends along the length direction of the ground keel; the bottom of the vertical keel is inserted into the second groove and fixedly connected with the earthworm bone.
The steel structure partition wall is characterized in that a third groove is formed in the bottom surface of the top keel, and the third groove extends along the length direction of the earthworm bone; the top of the vertical keel is inserted into the third groove and fixedly connected with the top edge keel.
The steel structure partition wall is characterized in that a plurality of groups of clamping grooves are respectively arranged on two opposite groove walls of the first groove; the support card is inserted into the clamping groove; the support card sequentially comprises a first clamping part, a bending part and a second clamping part from top to bottom; the two ends of the first clamping part are respectively provided with a first clamping block protruding outwards; the two ends of the second clamping part are respectively provided with a second clamping block protruding outwards; a fourth groove is further formed in the bottom of the second clamping part; the through keel is clamped with the fourth groove; each group of clamping grooves comprises a first clamping groove and a second clamping groove which are sequentially arranged; the first clamping groove is clamped with the first clamping part; the second clamping groove is clamped with the second clamping part.
The steel structure partition wall, wherein the fourth groove extends along the thickness direction of the second clamping part; the inner wall of the fourth groove extends vertically downwards and then extends downwards towards the outer side.
The steel structure partition wall is characterized in that the bending part of the supporting clamp is a c-shaped bending part.
The steel structure partition wall is characterized in that the first clamping groove and the second clamping groove are horizontally arranged and extend from the front side to the rear side of the vertical keel along the groove wall of the first groove respectively; the closed end of the first clamping groove extends upwards to form a first vertical groove; the closed end of the second clamping groove extends downwards to form a second vertical groove.
The beneficial effects are that:
the utility model provides a steel structure partition wall, wherein a shock pad is arranged above a top keel, vibration of an upper floor slab is reduced to be transmitted downwards through the shock pad, and a vertical keel and a penetrating keel are connected in a reinforcing mode through a supporting clamp, so that the supporting clamp, the vertical keel and the penetrating keel are clamped mutually, resonance of part of keels caused by loose connection is avoided, and noise is reduced.
Drawings
Fig. 1 is a schematic structural view of a steel structure partition wall provided by the utility model.
Fig. 2 is a cross-sectional view of a steel structure partition wall.
Fig. 3 is an enlarged view of fig. 2 at a.
Fig. 4 is an enlarged view of fig. 2 at B.
Fig. 5 is a schematic view of the connection of the support card, the vertical keel and the through keel.
Fig. 6 is a schematic view of the structure of the vertical keel.
Fig. 7 is an enlarged view of fig. 6 at C.
Fig. 8 is a schematic structural view of the support card.
Fig. 9 is a schematic view of the structure along the top keel.
Fig. 10 is a schematic view of the structure along the ground runner.
Description of main reference numerals: the device comprises a 1-edge top keel, a 2-edge ground keel, a 3-support clamp, a 4-vertical keel, a 5-through keel, a 6-shock pad, a 7-rock wool plate, a 41-first groove, a 42-through hole, a 21-second groove, a 11-third groove, a 43-first clamping groove, a 44-second clamping groove, a 31-first clamping part, a 32-bending part, a 33-second clamping part, a 311-first clamping block, a 331-second clamping block, a 332-fourth groove, a 431-first vertical groove and a 441-second vertical groove.
Detailed Description
The utility model provides a steel structure partition wall, which is used for making the purposes, technical schemes and effects of the utility model clearer and more definite, and the utility model is further described in detail below by referring to the accompanying drawings and examples. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.
In the description of the present utility model, it should be understood that the terms "upper," "lower," "left," "right," and the like indicate an orientation or a positional relationship based on that shown in the drawings, and are merely for convenience of description and for simplifying the description, and do not indicate or imply that the apparatus or element in question must have a specific orientation, as well as a specific orientation configuration and operation, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more.
Referring to fig. 1-5, the utility model provides a steel structure partition wall, which comprises a top keel 1, a ground keel 2, a plurality of supporting clamps 3, a plurality of vertical keels 4 and a plurality of through keels 5, wherein a plurality of vertical keels 4 are arranged between the top keel 1 and the ground keel 2; the through keels 5 are transversely arranged and sequentially penetrate through a plurality of vertical keels 4; the plurality of vertical keels 4 and the plurality of through keels 5 form a grid structure; the support clamp 3 is respectively clamped with the vertical keel 4 and the through keel 5; and a shock pad 6 is arranged between the edge top keel 1 and the upper floor slab. The shock pad 6 forms a flexible connection between the upper floor slab and the upper keel 1, and has quite obvious vibration isolation and sound insulation effects in a wider frequency range. Specifically, a plurality of mounting holes are formed in the earthworm bone 2, and the earthworm bone is fixed on the floor through expansion bolts; the edge top keel 1 is also provided with a plurality of mounting holes, and the expansion bolts sequentially penetrate through the edge top keel 1 and the shock pad 6 and then are inserted into the upper floor. The support card 3 is installed after the assembly of running through fossil fragments 5 and vertical joist 4, the upper portion and the vertical joist 4 joint of support card 3, its lower part and the joint of running through fossil fragments 5 to make and run through fossil fragments 5 firmly fixed.
Referring to fig. 1, in one embodiment, a rock wool board 7 is disposed in the mesh of the mesh structure. The rock wool board 7 has good heat preservation, heat insulation and sound absorption effects, and can effectively improve the comprehensive performance of the partition wall.
Referring to fig. 6, in one embodiment, the front side of the vertical keel 4 has a first groove 41, and the first groove 41 extends along the height direction of the vertical keel 4; the vertical keel 4 is provided with a plurality of through holes 42, a plurality of through holes 42 are equidistantly arranged in the vertical direction, and the through holes 42 are used for penetrating through the keel 5. Specifically, the height and width of the through hole 42 are larger than those of the through keel 5, so as to facilitate assembly during construction. After assembly, a gap is reserved between the penetrating keels 5 and the top wall of the through hole 42, and the penetrating keels 5 can be pressed on the vertical keels 4 after the supporting clamp 3 is installed later.
Referring to fig. 10, in one embodiment, a second groove 21 is formed along the top surface of the earthworm bone 2, and the second groove 21 extends along the length direction of the earthworm bone 2; the bottom of the vertical keel 4 is inserted into the second groove 21 and fixedly connected with the earthworm bone 2. The ground keel 2 is used for fixing the bottom of the vertical keel 4, and specifically, the bottom of the vertical keel 4 is fixedly connected with the groove wall of the second groove 21 through a self-tapping screw.
Referring to fig. 9, in one embodiment, a third groove 11 is provided along the bottom surface of the top keel 1, and the third groove 11 extends along the length direction of the earthworm bone 2; the top of the vertical keel 4 is inserted into the third groove 11 and fixedly connected with the top keel 1. The edge top keel 1 is used for fixing the top of the vertical keel 4, and specifically, the top of the vertical keel 4 is fixedly connected with the groove wall of the third groove 11 through a self-tapping screw.
Referring to fig. 6 and 8, in one embodiment, a plurality of sets of slots are respectively disposed on two opposite slot walls of the first slot 41; the support card 3 is inserted into the clamping groove; the support card 3 sequentially comprises a first clamping part 31, a bending part 32 and a second clamping part 33 from top to bottom; the two ends of the first clamping part 31 are respectively provided with a first clamping block 311 protruding outwards; the two ends of the second clamping part 33 are respectively provided with a second clamping block 331 protruding outwards; the bottom of the second clamping part 33 is also provided with a fourth groove 332; the through keel 5 is clamped with the fourth groove 332; each group of clamping grooves comprises a first clamping groove 43 and a second clamping groove 44 which are sequentially arranged; the first clamping groove 43 is clamped with the first clamping part 31; the second clamping groove 44 is clamped with the second clamping part 33. The bending part 32 enables the supporting clamp 3 to have certain elasticity, and the supporting clamp 3 is tightly pressed on the vertical keel 4 after being clamped with the vertical keel 4.
Referring to fig. 8, in one embodiment, the fourth groove 332 extends along the thickness direction of the second clamping portion 33; the inner wall of the fourth groove 332 extends vertically downward and then extends downward toward the outer side. In this embodiment, the width of the opening of the fourth groove 332 gradually decreases from bottom to top, and the width of the last opening is adapted to the width of the through keel 5. With the above arrangement, the support card 3 can be aligned with the through-keel 5 more easily at the time of installation.
In one embodiment, the bending portion 32 of the support card 3 is a c-shaped bending portion 32.
Referring to fig. 7, in one embodiment, the first clamping groove 43 and the second clamping groove 44 are horizontally disposed, and extend from the front side to the rear side of the vertical keel 4 along the groove wall of the first groove 41 respectively; the closed end of the first slot 43 extends upwards to form a first vertical slot 431; the closed end of the second clamping groove 44 extends downwards to form a second vertical groove 441. The support card 3 needs to be compressed first when being clamped into the vertical keel 4. When the first clamping block 311 passes through the first clamping groove 43, it rebounds upward and is clamped into the first vertical groove 431. The second clamping block 331 is rebounded downwards after passing through the second clamping groove 44, and is clamped into the second vertical groove 441. By providing the first vertical groove 431 and the second vertical groove 441, the support card 3 can be locked, preventing the falling off from occurring.
In summary, the vibration absorbing pad 6 is arranged to absorb vibration waves, so that vibration isolation and sound insulation effects can be effectively achieved, and upper noise is reduced and transmitted through the partition wall. In addition, the utility model improves the connection firmness of the vertical keel 4 and the penetrating keel 5 by arranging the supporting clamp 3, and can reduce resonance possibly caused by loose connection.
It will be understood that equivalents and modifications will occur to those skilled in the art in light of the present utility model and their spirit, and all such modifications and substitutions are intended to be included within the scope of the present utility model as defined in the following claims.
Claims (9)
1. The steel structure partition wall is characterized by comprising a top keel, a ground keel, a plurality of supporting clamps, a plurality of vertical keels and a plurality of through keels, wherein the vertical keels are arranged between the top keel and the ground keel; the through keels are transversely arranged and sequentially penetrate through a plurality of vertical keels; the plurality of vertical keels and the plurality of through keels form a grid structure; the support clamps are respectively clamped with the vertical keels and the penetrating keels; and a shock pad is arranged between the edge top keel and the upper floor slab.
2. The steel structure partition wall according to claim 1, wherein rock wool boards are provided in the cells of the grid structure.
3. The steel structure partition wall of claim 1, wherein the front side of the riser has a first groove extending in the height direction of the riser; the vertical keel is provided with a plurality of through holes, the through holes are equidistantly arranged in the vertical direction, and the through holes are used for penetrating through the vertical keel.
4. The steel structure partition wall according to claim 3, wherein the top surface of the ground runner is provided with a second groove, and the second groove extends along the length direction of the ground runner; the bottom of the vertical keel is inserted into the second groove and fixedly connected with the earthworm bone.
5. The steel structure partition wall according to claim 3, wherein the bottom surface of the top keel is provided with a third groove extending in the length direction of the earthworm bone; the top of the vertical keel is inserted into the third groove and fixedly connected with the top edge keel.
6. The steel structure partition wall according to claim 3, wherein a plurality of groups of clamping grooves are respectively arranged on two opposite groove walls of the first groove; the support card is inserted into the clamping groove; the support card sequentially comprises a first clamping part, a bending part and a second clamping part from top to bottom; the two ends of the first clamping part are respectively provided with a first clamping block protruding outwards; the two ends of the second clamping part are respectively provided with a second clamping block protruding outwards; a fourth groove is further formed in the bottom of the second clamping part; the through keel is clamped with the fourth groove; each group of clamping grooves comprises a first clamping groove and a second clamping groove which are sequentially arranged; the first clamping groove is clamped with the first clamping part; the second clamping groove is clamped with the second clamping part.
7. The steel structure partition wall according to claim 6, wherein the fourth groove extends in a thickness direction of the second clamping portion; the inner wall of the fourth groove extends vertically downwards and then extends downwards towards the outer side.
8. The steel structure partition wall according to claim 6, wherein the bending portion of the support clip is a c-shaped bending portion.
9. The steel structure partition wall according to claim 6, wherein the first and second clamping grooves are horizontally arranged and extend from the front side to the rear side of the vertical keel along the groove walls of the first groove, respectively; the closed end of the first clamping groove extends upwards to form a first vertical groove; the closed end of the second clamping groove extends downwards to form a second vertical groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322102313.5U CN220565501U (en) | 2023-08-04 | 2023-08-04 | Steel construction partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322102313.5U CN220565501U (en) | 2023-08-04 | 2023-08-04 | Steel construction partition wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220565501U true CN220565501U (en) | 2024-03-08 |
Family
ID=90087135
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322102313.5U Active CN220565501U (en) | 2023-08-04 | 2023-08-04 | Steel construction partition wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220565501U (en) |
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2023
- 2023-08-04 CN CN202322102313.5U patent/CN220565501U/en active Active
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