CN109356338A - Steel skeleton parapet wall structure - Google Patents
Steel skeleton parapet wall structure Download PDFInfo
- Publication number
- CN109356338A CN109356338A CN201811469958.XA CN201811469958A CN109356338A CN 109356338 A CN109356338 A CN 109356338A CN 201811469958 A CN201811469958 A CN 201811469958A CN 109356338 A CN109356338 A CN 109356338A
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- Prior art keywords
- steel
- main body
- skeleton
- wall construction
- daughter
- 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.)
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 195
- 239000010959 steel Substances 0.000 title claims abstract description 195
- 238000010276 construction Methods 0.000 claims abstract description 49
- 230000008901 benefit Effects 0.000 abstract description 5
- 239000010410 layer Substances 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000035882 stress Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 230000003319 supportive effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention provides a steel skeleton parapet structure, which comprises at least one skeleton unit, wherein the skeleton unit comprises a main body and two supporting bodies, the main body comprises two main body steel columns which are parallel and arranged at intervals, a plurality of transverse steel beams which are arranged at intervals are connected between the two main body steel columns from top to bottom, and a plurality of building blocks are filled between the two adjacent transverse steel beams to form a closed wall building layer; the two supporting bodies are connected to two ends of the main body respectively, the two supporting bodies are located on the same side of the main body, the supporting bodies at least comprise supporting steel columns, first inclined supporting beams and second inclined supporting beams, two ends of each first inclined supporting beam are connected with the upper ends of the supporting steel columns and the lower ends of the main body steel columns respectively, and two ends of each second inclined supporting beam are connected with the lower ends of the supporting steel columns and the upper ends of the main body steel columns respectively. The steel skeleton parapet wall structure provided by the invention has the advantages that the main body is supported by the supporting body, the stress is reasonable, the lateral stiffness is high, the construction measure is reliable, and the strong typhoon resistance and the seismic resistance are improved.
Description
Technical field
The present invention relates to building structure field, in particular to a kind of steel skeleton daughter wall construction.
Background technique
Steel building has many advantages, such as high-strength light, construction period are short, span is big, be widely used to factory,
Warehouse, office building, gymnasium, hangar etc..Both it is suitble to single layer long span building, it can also be used to build multilayer or skyscraper.
Parapet is the parapet of building roof all around, and main function is safety and aesthetics, so to guarantee that parapet is secured
Reliably, moulding is simple and beautiful.
Violent typhoon area, more shake areas, high parapet are mostly steel frame filling wall or concrete structure, concrete daughter
Wall moulding it is single self weight it is excessive, the anti-violent typhoon anti-seismic performance for filling wall cannot be met the requirements, experience earthquake or violent typhoon with
It is destroyed afterwards, influences structure safety.
Summary of the invention
It can be improved Anti-Typhoon and anti-seismic performance steel skeleton daughter's wall construction the object of the present invention is to provide a kind of.
In order to achieve the above objectives, the present invention provides a kind of steel skeleton daughter wall constructions comprising at least one skeleton list
Member, the skeleton unit include:
Main body comprising two are arranged in parallel and at interval main body steel column, from top to bottom connect between the two main body steel columns
More spaced horizontal girder steels are connected to, multiple building blocks is filled between the adjacent two horizontal girder steel and forms closed layer of building a wall；
Two supporters, two supporters are connected to the both ends of the main body, and two supporters are positioned at described
The same side of main body, the supporter include at least brace steel post, the first raker beam and the second raker beam, first raker beam
Both ends connect respectively with the lower end of the upper end of the brace steel post and the main body steel column, the both ends of second raker beam point
Do not connect with the upper end of the lower end of the brace steel post and the main body steel column.
Steel skeleton daughter's wall construction as described above, wherein the supporter further includes upper horizontal girder steel, the upper horizontal girder steel
Both ends connect respectively with the upper end of the upper end of the main body steel column and the brace steel post.
Steel skeleton daughter's wall construction as described above, wherein the upper end of two brace steel posts is connected by steel pipe.
Steel skeleton daughter's wall construction as described above, wherein the main body steel column and the brace steel post are I-steel,
First raker beam and second raker beam are angle steel.
Steel skeleton daughter's wall construction as described above, wherein the horizontal girder steel of bottom is channel steel, remaining described cross
Girder steel is I-steel, and the width of the building block is equal with the width of groove of the horizontal girder steel.
Steel skeleton daughter's wall construction as described above, wherein the height of the main body steel column is less than or equal to 3m.
Steel skeleton daughter's wall construction as described above, wherein the building block is in straight four prism type, the end surface side of the building block
Chamfering is equipped at angle.
Steel skeleton daughter's wall construction as described above, wherein the bottom surface of the main body is equipped with the anti-bank that can connect with floor,
Bottom surface positioned at the horizontal girder steel of bottom is embedded in the anti-bank, and the lower end of the main body steel column can pass through the anti-bank
It is embedded in the floor.
Steel skeleton daughter's wall construction as described above, wherein the height of the anti-bank is 150mm~300mm.
Steel skeleton daughter's wall construction as described above, wherein the steel skeleton daughter wall construction includes multiple skeleton units,
Adjacent two skeleton unit shares a supporter, shares a main body steel column between adjacent two main body.
Compared with prior art, advantages of the present invention is as follows:
Steel skeleton daughter wall construction provided by the invention, structural modeling is simple and beautiful, passes through support body supports main body, stress
Rationally, anti-side rigidity is larger, and construction measure is reliable, improves anti-violent typhoon, anti-seismic performance, and convenient for construction, effective use
The current material at scene, effective control engineering cost have significant economic benefit.
Detailed description of the invention
The following drawings are only intended to schematically illustrate and explain the present invention, not delimit the scope of the invention.Wherein:
Fig. 1 is the schematic view of the front view of steel skeleton daughter's wall construction of the invention；
Fig. 2 is the structural schematic diagram of Section A-A in Fig. 1；
Fig. 3 is the overlooking structure diagram of steel skeleton daughter wall construction shown in FIG. 1；
Fig. 4 is the side structure schematic view of steel skeleton daughter wall construction shown in FIG. 1；
Fig. 5 is the schematic perspective view of steel skeleton daughter wall construction middle skeleton unit shown in FIG. 1.
Drawing reference numeral explanation:
1, main body；11, main body steel column；12, horizontal girder steel；13, building block；
2, supporter；21, brace steel post；22, the first raker beam；23, the second raker beam；24, upper horizontal girder steel；25, steel pipe；
3, anti-bank；
4, floor.
Specific embodiment
In order to have clearer understanding to technical solution of the present invention, purpose and effect, now in conjunction with the Detailed description of the invention present invention
Specific embodiment.
As shown in Figure 1 and Figure 5, the present invention provides a kind of steel skeleton daughter wall construction comprising at least one skeleton unit,
Skeleton unit includes main body 1 and two supporters 2, wherein and main body 1 includes two and is arranged in parallel and at interval main body steel column 11, and two
More spaced horizontal girder steels 12 are from top to bottom connected between main body steel column 11, as shown in Figure 1, Figure 2 and shown in Fig. 5, adjacent two
Closed layer of building a wall is formed filled with multiple building blocks 13 between horizontal girder steel 12, the multilayer in main body 1 builds a wall layer formation positioned at building
The master of alien invasion builds a wall, and can decorate inside main upper installing of building a wall, to promote the aesthetics of steel skeleton daughter's wall construction, specifically
, building block 13 is air-entrained concrete building block 13, the horizontal joint between the upper and lower end face of building block 13 and horizontal girder steel 12 and adjacent two
Perps between building block 13 is all made of mortar and fills up, and more horizontal girder steels 12 are arranged at equal intervals, and between adjacent two horizontal girder steel 12
Spacing distance is slightly larger than the height of building block 13, so that building block 13 can be smoothly inserted between two horizontal girder steels 12, consequently facilitating
The installation of building block 13, it is preferred that the difference in height of spacing distance and building block 13 between adjacent two horizontal girder steels 12 is 20mm, in this way, both
Convenient for the installation of building block 13, and make the horizontal joint between the upper and lower end face of building block 13 and horizontal girder steel 12 smaller, is filled out convenient for mortar
Fill gap；Two supporters 2 are connected to the both ends of main body 1, and two supporters 2 are located at the same side of main body 1, i.e., main body 1 with
Two supporters 2 connect after cross section at U-shaped, as shown in Fig. 3, Fig. 4 and Fig. 5, supporter 2 includes at least brace steel post 21, the
One raker beam 22 and the second raker beam 23, the lower end of brace steel post 21 can be embedded in floor 4, the both ends difference of the first raker beam 22
Mutually welded with the upper end of brace steel post 21 and the lower end of main body steel column 11, the both ends of the second raker beam 23 respectively with brace steel post 21
Lower end mutually welded with the upper end of main body steel column 11, specifically, shape between the first bearing diagonal beam and the second bearing diagonal beam and floor 4
At angle angle be 45 ° or 60 °, supporter 2 can play a supporting role to main body 1, to reinforce the anti-strong platform of main body 1
Wind and anti-seismic performance.
Further, as shown in Figure 4 and Figure 5, supporter 2 further includes upper horizontal girder steel 24, the both ends of upper horizontal girder steel 24 respectively with
The upper end of main body steel column 11 is mutually welded with the upper end of brace steel post 21, i.e. main body steel column 11 and brace steel post 21 is contour, and passes through
Upper horizontal girder steel 24 connects, and upper horizontal girder steel 24 can reinforce bonding strength between main body 1 and supporter 2 and to brace steel post
21 play position-limiting action, to strengthen supporter 2 to the support effect of main body 1.
Further, as shown in Figure 3 and Figure 5, the upper end of two brace steel posts 21 is connected by steel pipe 25, the both ends point of steel pipe 25
It is not welded with the upper end of two brace steel posts 21, steel pipe 25 can cooperatively form stable with the first raker beam 22 and the second raker beam 23
Structure further enhances supporter 2 to the support effect of main body 1, to ensure that the anti-strong platform of steel skeleton daughter's wall construction
Wind and anti-seismic performance.
In one embodiment of the invention, main body steel column 11 and brace steel post 21 are I-steel, and I-steel is having
Have weight in the case where the intensity of other profiles, load-bearing capacity lighter, in construction, carry it is lighter, when being conducive to save
Between, and I-steel is ageing-resistant, service life is strong；First raker beam 22 and the second raker beam 23 are angle steel, and angle steel has good
Mechanical strength, can effectively supportive body 1.
Further, as shown in Figure 1, the horizontal girder steel 12 of bottom is channel steel, remaining horizontal girder steel 12 is I-steel, building block 13
Width it is equal with the width of groove of horizontal girder steel 12 so that building block 13 can be caught in channel steel and I-steel, so that channel steel
It can play the role of positioning to building block 13 with I-steel, so that the assembling of main body 1 is simple and convenient.
Further, the height of main body steel column 11 is less than or equal to 3m so that brace steel post 21 and main body steel column 11 it
Between distance be less than or equal to 3m.
Further, for the ease of the installation of building block 13, building block 13 is in straight four prism type, and the end face edge of building block 13 is equipped with
Chamfering, so that building block 13 can be more smoothly inserted between adjacent two horizontal girder steel 12.
Further, as shown in Figure 1, Figure 2 and shown in Fig. 5, the bottom surface of main body 1 is equipped with the anti-bank 3 that can connect with floor 4, anti-bank 3 by
At the floor 4 that concrete built up and be set to facade side, the bottom surface positioned at the horizontal girder steel 12 of bottom is embedded at
In anti-bank 3, the lower end of main body steel column 11 can be passed through in anti-bank 3 insertion floor 4, and the setting of anti-bank 3 increases main body 1 and floor 4
Contact area, to improve the reliability connected between main body 1 and floor 4, and then ensure that steel skeleton daughter's wall construction
Anti-Typhoon and anti-seismic performance.
Further, in order to not influence the overall structure of main body 1, the height of anti-bank 3 is 150mm~300mm.
In one embodiment of the invention, steel skeleton daughter wall construction includes multiple skeleton units, adjacent two skeleton
One supporter 2 of units shared, and adjacent two main body 1 shares a main body steel column 11, so that steel skeleton daughter's wall construction energy
Enough buildings are on various sizes of floor 4.
With reference to the accompanying drawing, the construction method of steel skeleton daughter wall construction provided by the invention is illustrated:
As shown in Figure 1 and Figure 5, the first step welds steel skeleton: according to preset tilt angle, by the first raker beam 22
Both ends are mutually welded with the upper end of brace steel post 21 and the lower end of main body steel column 11 respectively, the both ends of the second raker beam 23 respectively with branch
The lower end of support steel column 21 is mutually welded with the upper end of main body steel column 11, and will be located at upper end and the support of 1 girder steel of main body of the same side
Upper horizontal girder steel 24 is welded between the upper end of girder steel, then the both ends of steel pipe 25 are respectively welded in the upper of two adjacent support steel beams
Channel steel is welded in the lower end of two adjacent main body steel columns 11 later in end；
Second step pours floor 4 around I-steel, the anti-bank 3 of casting concrete: pouring height model in facade side
It is trapped among between 150mm-300mm, the anti-bank 3 that width and channel steel are of same size, and inserts the lower end of 1 girder steel of main body across anti-bank 3
Enter in floor 4, while is embedded at the bottom surface of channel steel in anti-bank 3；
Construction walling: third step the air-entrained concrete building block 13 that multiple end face edges are equipped with chamfering is sequentially arranged in
In the groove of channel steel, then mortar laying welds so that multiple air-entrained concrete building blocks 13 are fixed in channel steel in the top of channel steel
The horizontal girder steel 12 made of I-steel, and the mortar laying between the upper end and horizontal girder steel 12 of multiple air-entrained concrete building blocks 13, make
It obtains multiple air-entrained concrete building blocks 13, channel steel and horizontal girder steel 12 and forms the layer of building a wall of sealing, in this way, making 13 laid on end of building block and welding
Horizontal girder steel 12 alternately successively carries out, and forms multilayer and builds a wall layer, and multilayer layer of building a wall from top to bottom is in turn connected to form and builds a wall, can be complete
At steel skeleton daughter's wall construction.
It should be noted that if having been provided with parapet on floor 4, then before welding steel skeleton, need to carry out floor 4 clearly
Reason；After the completion of steel skeleton daughter's wall construction is built, decoration for vertical face can be carried out in the outer surface of main body 1, so that it is beautiful.
In conclusion steel skeleton daughter wall construction provided by the invention, structural modeling is simple and beautiful, passes through support body supports
Main body, reasonable stress, anti-side rigidity is larger, and construction measure is reliable, improves anti-violent typhoon, anti-seismic performance, and convenient for constructing,
The current material at scene is efficiently used, effective control engineering cost has significant economic benefit.
The foregoing is merely the schematical specific embodiment of the present invention, the range being not intended to limit the invention.It is any
Those skilled in the art, made equivalent changes and modifications under the premise of not departing from design and the principle of the present invention,
It should belong to the scope of protection of the invention.And it should be noted that each component part of the invention is not limited in above-mentioned entirety
Using one can be selected individually to use according to actual needs for each technical characteristic described in specification of the invention or selection is more
Item combines use, and therefore, the present invention covers in the nature of things related with this case inventive point other to be combined and specifically answer
With.
Claims (10)
1. a kind of steel skeleton daughter wall construction, which is characterized in that the steel skeleton daughter wall construction includes at least one skeleton list
Member, the skeleton unit include:
Main body comprising two are arranged in parallel and at interval main body steel column, are from top to bottom connected between the two main body steel columns
More spaced horizontal girder steels form closed layer of building a wall filled with multiple building blocks between the adjacent two horizontal girder steel；
Two supporters, two supporters are connected to the both ends of the main body, and two supporters are located at the main body
The same side, the supporter include at least brace steel post, the first raker beam and the second raker beam, the two of first raker beam
End connect respectively with the lower end of the upper end of the brace steel post and the main body steel column, the both ends of second raker beam respectively with
The lower end of the brace steel post and the upper end of the main body steel column connect.
2. steel skeleton daughter wall construction according to claim 1, which is characterized in that
The supporter further includes upper horizontal girder steel, the both ends of the upper horizontal girder steel respectively with the upper end of the main body steel column and described
The upper end of brace steel post connects.
3. steel skeleton daughter wall construction according to claim 2, which is characterized in that
The upper end of two brace steel posts is connected by steel pipe.
4. steel skeleton daughter wall construction according to claim 1, which is characterized in that
The main body steel column and the brace steel post are I-steel, and first raker beam and second raker beam are angle
Steel.
5. steel skeleton daughter wall construction according to claim 1, which is characterized in that
The horizontal girder steel of bottom is channel steel, remaining described horizontal girder steel is I-steel, the width of the building block and the cross
The width of the groove of girder steel is equal.
6. steel skeleton daughter wall construction according to claim 1, which is characterized in that
The height of the main body steel column is less than or equal to 3m.
7. steel skeleton daughter wall construction according to claim 1, which is characterized in that
The building block is in straight four prism type, and the end face edge of the building block is equipped with chamfering.
8. steel skeleton daughter wall construction according to claim 1, which is characterized in that
The bottom surface of the main body is equipped with the anti-bank that can connect with floor, and the bottom surface positioned at the horizontal girder steel of bottom is embedded at institute
It states in anti-bank, the lower end of the main body steel column can pass through the anti-bank and be embedded in the floor.
9. steel skeleton daughter wall construction according to claim 8, which is characterized in that
The height of the anti-bank is 150mm~300mm.
10. steel skeleton daughter wall construction according to any one of claim 1 to 9, which is characterized in that
The steel skeleton daughter wall construction includes multiple skeleton units, and adjacent two skeleton unit shares a support
Body shares a main body steel column between adjacent two main body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811469958.XA CN109356338B (en) | 2018-11-28 | 2018-11-28 | Steel skeleton parapet structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811469958.XA CN109356338B (en) | 2018-11-28 | 2018-11-28 | Steel skeleton parapet structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109356338A true CN109356338A (en) | 2019-02-19 |
| CN109356338B CN109356338B (en) | 2023-09-12 |
Family
ID=65330999
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811469958.XA Active CN109356338B (en) | 2018-11-28 | 2018-11-28 | Steel skeleton parapet structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109356338B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114525900A (en) * | 2022-03-07 | 2022-05-24 | 北京中建建筑设计院有限公司 | Energy-saving carbon-reducing heat-insulating bridge parapet and construction method thereof |
| CN115341696A (en) * | 2022-09-12 | 2022-11-15 | 中建七局第四建筑有限公司 | Rammed earth imitating wall and construction method thereof |
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| CN206090928U (en) * | 2016-08-29 | 2017-04-12 | 福建国强新型环保建材有限公司 | Antidetonation house wall structure |
| CN206785104U (en) * | 2017-04-12 | 2017-12-22 | 中建三局第二建设工程有限责任公司 | A kind of green Assembled enclosing wall being used repeatedly |
| CN108086523A (en) * | 2017-12-28 | 2018-05-29 | 上海建工建集团有限公司 | Light steel concrete building block faced wall and its construction method |
| CN209194866U (en) * | 2018-11-28 | 2019-08-02 | 中冶京诚工程技术有限公司 | Steel skeleton parapet wall structure |
-
2018
- 2018-11-28 CN CN201811469958.XA patent/CN109356338B/en active Active
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0549931U (en) * | 1991-12-12 | 1993-07-02 | 鐘淵化学工業株式会社 | Roof parapet surrounding parts |
| JPH1046779A (en) * | 1996-07-31 | 1998-02-17 | Sumitomo Metal Mining Co Ltd | Mounting structure for verandah handrail |
| CN202970021U (en) * | 2012-11-28 | 2013-06-05 | 南京固强建筑技术有限公司 | Gate-type steel structure factory building canopy and parapet strengthening structure |
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| CN206785104U (en) * | 2017-04-12 | 2017-12-22 | 中建三局第二建设工程有限责任公司 | A kind of green Assembled enclosing wall being used repeatedly |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114525900A (en) * | 2022-03-07 | 2022-05-24 | 北京中建建筑设计院有限公司 | Energy-saving carbon-reducing heat-insulating bridge parapet and construction method thereof |
| CN115341696A (en) * | 2022-09-12 | 2022-11-15 | 中建七局第四建筑有限公司 | Rammed earth imitating wall and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109356338B (en) | 2023-09-12 |
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