CN206859469U - Ultrahigh light steel keel gypsum board wall structure - Google Patents
Ultrahigh light steel keel gypsum board wall structure Download PDFInfo
- Publication number
- CN206859469U CN206859469U CN201720683071.5U CN201720683071U CN206859469U CN 206859469 U CN206859469 U CN 206859469U CN 201720683071 U CN201720683071 U CN 201720683071U CN 206859469 U CN206859469 U CN 206859469U
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- China
- Prior art keywords
- vertical supporting
- main joist
- joist
- keel
- horizontal support
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 65
- 239000010959 steel Substances 0.000 title claims abstract description 65
- 229910052602 gypsum Inorganic materials 0.000 title claims abstract description 18
- 239000010440 gypsum Substances 0.000 title claims abstract description 18
- 238000005192 partition Methods 0.000 claims abstract description 18
- 230000008093 supporting effect Effects 0.000 claims description 87
- 241000132536 Cirsium Species 0.000 claims description 8
- 238000003892 spreading Methods 0.000 claims description 7
- 230000007480 spreading Effects 0.000 claims description 7
- 239000000203 mixture Substances 0.000 claims description 5
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 238000010008 shearing Methods 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 238000010079 rubber tapping Methods 0.000 claims description 3
- 238000003032 molecular docking Methods 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 238000010276 construction Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 7
- 210000000988 bone and bone Anatomy 0.000 description 6
- 230000007812 deficiency Effects 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000035807 sensation Effects 0.000 description 1
Landscapes
- Floor Finish (AREA)
Abstract
The utility model provides an ultrahigh light gauge steel gypsum board wall structure, including keel frame and paper face gypsum board, keel frame includes vertical support main joist and horizontal support main joist, equal fixedly connected with vertical support secondary joist and horizontal support secondary joist in the keel frame unit, the both ends of vertical support secondary joist are connected respectively between two adjacent horizontal support main joist, the both ends of horizontal support secondary joist are connected respectively between two adjacent vertical support main joist, the top of vertical support main joist is connected on roof boarding and structure roof beam in turn, the bottom fixed connection of vertical support main joist is on the floor, vertical support main joist and horizontal support main joist are square steel pipe. The utility model discloses cut apart into the multistage partition wall in the light gauge steel restriction height commonly used to the partition wall, make it be a whole in restriction height separately, this system is for hiding the steel frame system, and the keel frame is whole to be hidden in the decorative board, and finished product wall body veneer is not only pleasing to the eye, and stability is high moreover, is difficult for the unstability.
Description
Technical field
It the utility model is related to the light steel keel gypsum board wall that a kind of superelevation is reinforced.
Background technology
Lightgage steel joist Thistle board partition wall is used as face using lightgage steel joist as skeleton structure using Thistle board
Layer formed central hollow, the smooth non-load bearing partition system in two sides, compared with traditional partition material, either own wt, protect
Warm nature energy, fire prevention and anti-seismic performance, energy-conserving and environment-protective, or Costco Wholesale, efficiency of construction and management etc. have it is significant excellent
Gesture, therefore lightgage steel joist Thistle board partition wall is widely used in all kinds of architectural engineerings.But large span, super-high buildings thing
During interior setting light partition wall, because the rigidity of lightgage steel joist is relatively low, in work progress and construction completes the stability of back wall not
Simultaneously there is hidden danger in security to foot.
Utility model content
The purpose of this utility model is to provide a kind of superelevation light steel keel gypsum board wall body structure, to solve existing light steel dragon
Bone plasterboard partition wall is deposited while applying rigidly relatively low, wall the stability deficiency in large span, the situation of super-high buildings thing
In the technical problem of safety risks.
To achieve the above object, the utility model adopts the following technical scheme that：
A kind of superelevation light steel keel gypsum board wall body structure, including the keel frame of plane tabular and it is covered in keel frame
The Thistle board of both sides, the keel frame include one group of elongated vertical supporting main joist and it is horizontal to embark on journey, it is vertical
It is even separate, both ends are fixedly connected on horizontal support main joist between adjacent two vertical supporting main joists, vertically-adjacent two
Horizontal support main joist and adjacent two vertical supporting main joists composition keel frame unit,
Vertical supporting secondary joist and horizontal support secondary joist, vertical supporting have been fixedly connected with each keel frame unit
The both ends of secondary joist are connected between adjacent two horizontal support main joists, and the both ends of horizontal support secondary joist connect respectively
Between adjacent two vertical supporting main joists,
The top of the vertical supporting main joist is alternately connected on roof boarding and structural beams, the bottom of vertical supporting main joist
Portion is fixedly connected on floor,
The vertical supporting main joist and horizontal support main joist are square steel tube, the vertical supporting secondary joist and level
It is C-type steel to support secondary joist.
The opening position that the side wall of the vertical supporting main joist is connected with horizontal support main joist, vertical supporting main joist
Support bracket is welded with the downside of side wall, backing plate, the horizontal support main joist are welded with the upside of the side wall of vertical supporting main joist
Termination on the downside of outer wall fall to put on support bracket and welded with support bracket, vertical supporting main joist, the horizontal support
The termination upper inside walls of main joist are stuck on backing plate and welded with backing plate, vertical supporting main joist.
The support bracket is triangular steel plate, the upper surface keep level of the triangular steel plate.
The termination inwall of joint, vertical supporting main joist between the vertical supporting main joist is arranged with least two
Block spreading plate, the spreading plate are fixedly connected with vertical supporting main joist by the first bolt.
Level is to two horizontal support main joists for embarking on journey adjacent at the docking location of vertical supporting main joist, vertical branch
The internal welding of support main joist is connected to two pieces of stiffening plates.
The bottom head of the vertical supporting main joist is fixedly connected with bottom plate, and bottom plate is fixed with floor by the second bolt to be connected
Connect, be provided between vertical supporting main joist and bottom plate around the steel pipe shearing resistance floor of one week.
The distal end chip of the vertical supporting main joist is fixedly connected with first flange disk, the bottom of structural beams and vertical branch
Support and one section is fixedly connected with the link position of main joist is connected short keel with one section of vertical supporting main joist equidimension, connection
The bottom of short keel is fixedly connected with second flange disk, and the first flange disk and second flange disk are fixed by the 3rd bolt to be connected
Connect.
Spacing angle steel group, institute are fixedly connected with the link position of the bottom of the roof boarding and vertical supporting main joist
State the limitting casing for four angle steel composition that spacing angle steel group is stationarily connected between adjacent structural beams, the middle part of the limitting casing
Vertical supporting main joist insertion hole is reserved, the top of the vertical supporting main joist is embedded in the hole and distal end chip is held out against
In the bottom of roof boarding.
Between the vertical supporting secondary joist and horizontal support main joist, horizontal support secondary joist and vertical supporting main joist
Between be fixedly connected by tapping screw.
The utility model has the characteristics that and beneficial effect compared with prior art：
The utility model solves existing bulkhead of light-weight steel keel plaster tablet when applying in large span, super-high buildings thing,
The problem of in work progress with existence and stability deficiency after the completion of construction and potential safety hazard, in lightgage steel joist Thistle board
Hidden steel-frame structure is set up in partition wall to be reinforced, globality is added, enhances wall stiffness, meets design wall
Stability requirement, construction have a sufficient rationale.
The utility model is divided into bulkhead of light-weight steel keel plaster tablet in conventional lightgage steel joist maximum height limit with square steel tube
It is hiding that multistage partition wall, steel frame system and lightgage steel joist combination all carry out closing with plasterboard, and the frame system is without exposed, outside
Facing is not only attractive in appearance, and has higher stability, and reduces the dosage of lightgage steel joist, is effectively controlled superelevation partition wall
Thickness, meet the functional requirements such as the partition space of superelevation partition wall, fire prevention, sound insulation.The utility model manufacture simply, welding or
Construction is simple is bolted, makes and operating expenses saves engineering cost less.
The utility model wall uses functional requirement disclosure satisfy that, certain aesthetic can be reached after the completion of construction
In the case of, by changing steel frame size, highest construction height up to 20 meters -30 meters, maximum span up to 60 meters, be it is a kind of both
While can guarantee that light steel keel gypsum board special property advantage, Costco Wholesale is low, construction is simple is convenient, stability is high partition wall
Structure.
Brief description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is main schematic diagram of the present utility model.
Fig. 2 is A nodes mplifying structure schematic diagram in Fig. 1.
Fig. 3 is B node mplifying structure schematic diagram in Fig. 1.
Fig. 4 is C nodes mplifying structure schematic diagram in Fig. 1.
Fig. 5 is D nodes mplifying structure schematic diagram in Fig. 1.
It is side view structure enlarged diagram after E nodes are rotated by 90 ° in Fig. 1 that Fig. 6, which is,.
It is side view structure enlarged diagram after F nodes are rotated by 90 ° in Fig. 1 that Fig. 7, which is,.
Reference：1- Thistle boards, 2- vertical supportings main joist, 3- horizontal supports main joist, 4- are vertically propped up
Support secondary joist, 5- horizontal supports secondary joist, 6- roof boardings, 7- structural beams, 8- floors, 9- supports bracket, 10- backing plates,
11- spreadings plate, the bolts of 12- first, 13- stiffening plates, 14- bottom plates, the bolts of 15- second, 16- shearing resistances floor, 17-
One ring flange, the short keel of 18- connections, 19- second flanges disk, the bolts of 20- the 3rd, 21- angle steel.
Embodiment
Embodiment is referring to shown in Fig. 1-7, a kind of superelevation light steel keel gypsum board wall body structure, includes the keel of plane tabular
Framework and the Thistle board 1 for being covered in keel frame both sides, the keel frame include one group of main dragon of elongated vertical supporting
Bone 2 and it is horizontal to embark on journey, vertical even partition, both ends are fixedly connected on level between adjacent two vertical supporting main joists 2
Support main joist 3, vertically-adjacent two horizontal support main joists 3 and adjacent two vertical supporting main joists 2 composition keel frame
Unit.In the present embodiment, the size of keel frame unit is 4m × 4m.
Vertical supporting secondary joist 4 and horizontal support secondary joist 5 are fixedly connected with each keel frame unit, vertical branch
The both ends of support secondary joist 4 are connected between adjacent two horizontal support main joists 3, the both ends point of horizontal support secondary joist 5
It is not connected between adjacent two vertical supporting main joists 2.The six roots of sensation is fixed with the present embodiment, in each keel frame unit to erect
To support secondary joist 4 and two horizontal support main joists 3, alignd between the vertical supporting secondary joist of each column keel frame unit,
Often alignd between the horizontal support main joist of capable keel frame unit.
The top elongation wall body structure and alternating of the vertical supporting main joist 2 are connected to roof boarding 6 and structural beams 7
On, the bottom of vertical supporting main joist 2 is fixedly connected on floor 8.
The vertical supporting main joist 2 and horizontal support main joist 3 are square steel tube, the He of vertical supporting secondary joist 4
Horizontal support secondary joist 5 is C-type steel.Square steel tube is 100mm × 100mm × 8mm common square steel.The horizontal support time dragon
Bone 5 includes three kinds of keel, respectively day keel, ground joist and punching bone, the day keel, ground joist, vertical supporting secondary joist
Can be 75mm using width, thickness is 6mm lightgage steel joist, and the lightgage steel joist that width is 38mm can be used in the punching bone.
Opening position shown in Figure 2, that the side wall of the vertical supporting main joist 2 is connected with horizontal support main joist 3, erect
Support bracket 9 is welded with the downside of to the side wall of support main joist 2, backing plate 10 is welded with the upside of the side wall of vertical supporting main joist 2,
On the downside of the termination of the horizontal support main joist 3 outer wall fall to put on support bracket 9 and with support bracket 9, the main dragon of vertical supporting
Bone 2 welds, the termination upper inside walls of the horizontal support main joist 3 be stuck on backing plate 10 and with backing plate 10, vertical supporting master
Keel 2 weld.
The support bracket 9 is triangular steel plate, the upper surface keep level of the triangular steel plate.
It is shown in Figure 3, the termination inwall of joint, vertical supporting main joist 2 between the vertical supporting main joist 2
At least two blocks of spreading plates 11 are arranged with, the spreading plate 11 is fixedly connected with vertical supporting main joist 2 by the first bolt 12.
It is shown in Figure 4, it is horizontal to two horizontal support main joists 3 for embarking on journey adjacent vertical supporting main joist 2 pair
Connect opening position, the internal welding of vertical supporting main joist 2 is connected to two pieces of stiffening plates 13.
Shown in Figure 5, the bottom head of the vertical supporting main joist 2 is fixedly connected with bottom plate 14, bottom plate 14 and floor 8
It is fixedly connected by the second bolt 15, is provided between vertical supporting main joist 2 and bottom plate 14 around the steel pipe shearing resistance floor 16 of one week.
The size of the present embodiment bottom plate 14 is 200mm × 200mm × 8mm.Second bolt 15 is M16 high-strength bolts.
Shown in Figure 6, the distal end chip of the vertical supporting main joist 2 is fixedly connected with first flange disk 17, structural beams 7
Bottom, with being fixedly connected with the one of one section and vertical supporting main joist equidimension at the link position of vertical supporting main joist 2
Section connects short keel 18, and the bottom for connecting short keel 18 is fixedly connected with second flange disk 19, the first flange disk 17 and the
Two ring flanges 19 are fixedly connected by the 3rd bolt 20.
It is shown in Figure 7, the bottom of the roof boarding 6, with being fixedly connected with the link position of vertical supporting main joist 2
Spacing angle steel group, the spacing angle steel group are stationarily connected to the spacing of four angle steel 21 composition between adjacent structural beams
Frame, vertical supporting main joist insertion hole is reserved in the middle part of the limitting casing, the top insertion of the vertical supporting main joist 2 should
Hole and distal end chip are held out against in the bottom of roof boarding 6.
Between the vertical supporting secondary joist 4 and horizontal support main joist 3, horizontal support secondary joist 5 and vertical supporting master
It is fixedly connected between keel 2 by tapping screw.
Keel frame unit is divided into partition wall on the multistage partition wall in conventional lightgage steel joist maximum height limit, it is each being limited
It is integral in height processed, this system is hidden steel frame system, and keel frame is all hidden in decoration panel, finished wall body piercing
Face is not only attractive in appearance, and stability is high, is not easy unstability.
Claims (9)
1. a kind of superelevation light steel keel gypsum board wall body structure, including the keel frame of plane tabular and it is covered in keel frame two
The Thistle board of side（1）, it is characterised in that：The keel frame includes one group of elongated vertical supporting main joist（2）And water
Put down to embark on journey, vertical even partition, both ends are fixedly connected on adjacent two vertical supporting main joists（2）Between horizontal support master
Keel（3）, vertically-adjacent two horizontal support main joists（3）With adjacent two vertical supporting main joists（2）Form keel frame
Unit, vertical supporting secondary joist has been fixedly connected with each keel frame unit（4）With horizontal support secondary joist（5）, vertically
Support secondary joist（4）Both ends be connected to adjacent two horizontal support main joists（3）Between, horizontal support secondary joist（5）
Both ends be connected to adjacent two vertical supporting main joists（2）Between, the vertical supporting main joist（2）Top alternating
It is connected to roof boarding（6）And structural beams（7）On, vertical supporting main joist（2）Bottom be fixedly connected on floor（8）On, it is described
Vertical supporting main joist（2）With horizontal support main joist（3）It is square steel tube, the vertical supporting secondary joist（4）Propped up with level
Support secondary joist（5）It is C-type steel.
2. superelevation light steel keel gypsum board wall body structure according to claim 1, it is characterised in that：The vertical supporting master
Keel（2）Side wall and horizontal support main joist（3）The opening position of connection, vertical supporting main joist（2）Side wall on the downside of weld
There is support bracket（9）, vertical supporting main joist（2）Side wall on the upside of be welded with backing plate（10）, the horizontal support main joist（3）
Termination on the downside of outer wall fall to put in support bracket（9）It is upper and with support bracket（9）, vertical supporting main joist（2）Weld, it is described
Horizontal support main joist（3）Termination upper inside walls be stuck in backing plate（10）Upper and and backing plate（10）, vertical supporting main joist（2）
Welding.
3. superelevation light steel keel gypsum board wall body structure according to claim 2, it is characterised in that：The support bracket
（9）For triangular steel plate, the upper surface keep level of the triangular steel plate.
4. superelevation light steel keel gypsum board wall body structure according to claim 1, it is characterised in that：The vertical supporting master
Keel（2）Between joint, vertical supporting main joist（2）Termination inwall be arranged with least two blocks of spreading plates（11）, institute
State spreading plate（11）With vertical supporting main joist（2）Pass through the first bolt（12）It is fixedly connected.
5. superelevation light steel keel gypsum board wall body structure according to claim 1, it is characterised in that：It is horizontal adjacent to embarking on journey
Two horizontal support main joists（3）In vertical supporting main joist（2）Docking location at, vertical supporting main joist（2）It is interior
Portion is welded with two pieces of stiffening plates（13）.
6. superelevation light steel keel gypsum board wall body structure according to claim 1, it is characterised in that：The vertical supporting master
Keel（2）Bottom head be fixedly connected with bottom plate（14）, bottom plate（14）With floor（8）Pass through the second bolt（15）It is fixedly connected,
Vertical supporting main joist（2）With bottom plate（14）Between be provided with around the steel pipe shearing resistance floor of one week（16）.
7. superelevation light steel keel gypsum board wall body structure according to claim 1, it is characterised in that：The vertical supporting master
Keel（2）Distal end chip be fixedly connected with first flange disk（17）, structural beams（7）Bottom, with vertical supporting main joist（2）'s
One section is fixedly connected with link position and is connected short keel with one section of vertical supporting main joist equidimension（18）, connect short keel
（18）Bottom be fixedly connected with second flange disk（19）, the first flange disk（17）With second flange disk（19）Pass through the 3rd
Bolt（20）It is fixedly connected.
8. superelevation light steel keel gypsum board wall body structure according to claim 1, it is characterised in that：The roof boarding（6）
Bottom, with vertical supporting main joist（2）Link position at be fixedly connected with spacing angle steel group, the spacing angle steel group is solid
Surely four angle steel being connected between adjacent structural beams（21）The limitting casing of composition, vertical branch is reserved in the middle part of the limitting casing
Support main joist insertion hole, the vertical supporting main joist（2）Top be embedded in the hole and distal end chip is held out against in roof boarding
（6）Bottom.
9. superelevation light steel keel gypsum board wall body structure according to claim 1, it is characterised in that：The vertical supporting
Keel（4）With horizontal support main joist（3）Between, horizontal support secondary joist（5）With vertical supporting main joist（2）Between pass through
Tapping screw is fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720683071.5U CN206859469U (en) | 2017-06-13 | 2017-06-13 | Ultrahigh light steel keel gypsum board wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720683071.5U CN206859469U (en) | 2017-06-13 | 2017-06-13 | Ultrahigh light steel keel gypsum board wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206859469U true CN206859469U (en) | 2018-01-09 |
Family
ID=60831916
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720683071.5U Expired - Fee Related CN206859469U (en) | 2017-06-13 | 2017-06-13 | Ultrahigh light steel keel gypsum board wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206859469U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667382A (en) * | 2018-12-24 | 2019-04-23 | 马鞍山市宏达保温材料有限公司 | A kind of reinforced rock wool board structure |
| CN109989500A (en) * | 2019-04-22 | 2019-07-09 | 国家电网有限公司 | A kind of construction technology of high-strength anti-seismic wall |
-
2017
- 2017-06-13 CN CN201720683071.5U patent/CN206859469U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667382A (en) * | 2018-12-24 | 2019-04-23 | 马鞍山市宏达保温材料有限公司 | A kind of reinforced rock wool board structure |
| CN109667382B (en) * | 2018-12-24 | 2020-09-15 | 马鞍山市宏达保温材料有限公司 | Reinforced rock wool board structure |
| CN109989500A (en) * | 2019-04-22 | 2019-07-09 | 国家电网有限公司 | A kind of construction technology of high-strength anti-seismic wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180109 Termination date: 20180613 |
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| CF01 | Termination of patent right due to non-payment of annual fee |