CN108118807A - A kind of steel framework concrete partition and its construction method - Google Patents
A kind of steel framework concrete partition and its construction method Download PDFInfo
- Publication number
- CN108118807A CN108118807A CN201810112547.9A CN201810112547A CN108118807A CN 108118807 A CN108118807 A CN 108118807A CN 201810112547 A CN201810112547 A CN 201810112547A CN 108118807 A CN108118807 A CN 108118807A
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- Prior art keywords
- steel
- frame
- concrete
- vertical beam
- floor
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- 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 119
- 239000010959 steel Substances 0.000 title claims abstract description 119
- 238000005192 partition Methods 0.000 title claims abstract description 40
- 238000010276 construction Methods 0.000 title claims abstract description 27
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 30
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 239000003292 glue Substances 0.000 claims abstract description 11
- 239000004744 fabric Substances 0.000 claims abstract description 9
- 238000003466 welding Methods 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 9
- 239000004575 stone Substances 0.000 claims description 8
- 239000011505 plaster Substances 0.000 claims description 7
- 239000011449 brick Substances 0.000 claims description 5
- 238000005266 casting Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 4
- 238000007711 solidification Methods 0.000 claims description 4
- 230000008023 solidification Effects 0.000 claims description 4
- 238000004026 adhesive bonding Methods 0.000 claims description 3
- 239000000853 adhesive Substances 0.000 claims description 2
- 230000001070 adhesive effect Effects 0.000 claims description 2
- 239000011468 face brick Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 6
- 230000006870 function Effects 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000008447 perception Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The invention discloses a kind of steel framework concrete partition and its construction methods, including multiple frames by steel pipe or channel steel welding, multiple frame forms are welded to connect, multiple vertical beams of the frame including the vertical beam of both sides and multiple crossbeams including lower and upper cross-member, reinforcing bar and steel fabric sheet are equipped between steel pipe or channel steel, concrete mortar has been poured on reinforcing bar and steel fabric sheet between steel pipe or channel steel, the thickness of concrete mortar is equal to the thickness of frame, the two sides of steel pipe or channel steel are exposed to the surface of concrete mortar, the surface that concrete mortar and steel pipe or channel steel in both sides expose is connected with layer of steel wire net by fixing glue respectively, architectural surface is provided outside in steel wire.The present invention can greatly improve the ability of partition wall carrying facing weights, reduce partition wall thickness to increase building usable floor area, accelerate construction progress, and save construction cost.
Description
Technical field
The present invention relates to a kind of steel framework concrete partition and its construction methods.
Background technology
With the fast development of China's economy and the growth of people's material and cultural needs, the use function of civil buildings is carried
Higher requirement is gone out, more and more indoor walls, which use, pastes the architectural surfaces such as metope, stone material to promote perception effect, full
The aesthetic requirement of sufficient people.In addition, on the premise of meeting using function, partition wall thickness is reduced, building can be effectively increased
Usable floor area, room for promotion utilization rate.And accelerate speed of application, the engineering output value of unit interval is improved, is to reduce to be constructed into
This, promotes one of important method of rate of return on investment.This requires the heavier decoration level of carrying can be met using a kind of, again
Thickness can be effectively reduced, and prefabricated and rapid construction partition wall species can be carried out.
The content of the invention
It is an object of the invention to provide a kind of steel framework concrete partition and its construction method, by advance by channel steel
Or casting concrete forms partition wall prefabricated board in the steel skeleton of steel pipe manufacturing, then after the support of partition wall prefabricated board scene is fixed
Painting spreads decorative layer and forms concrete partition.
To achieve these goals, the technical scheme is that：A kind of steel framework concrete partition, steel framework concrete every
For wall-panels supports between ground floor and top plate floor, the partition plate includes the multiple frames welded by steel pipe or channel steel, more
A frame form is welded to connect, wherein, multiple vertical beams of the frame including the vertical beam of both sides and including lower and upper cross-member
Multiple crossbeams, reinforcing bar and steel fabric sheet are equipped between steel pipe or channel steel, reinforcing bar and steel wire between steel pipe or channel steel
Concrete mortar is poured in mesh sheet, the thickness of concrete mortar is equal to the thickness of frame, the two sides exposure of steel pipe or channel steel
On the surface of concrete mortar, the concrete mortar in both sides is connected with the surface that steel pipe or channel steel expose by fixing glue respectively
Layer of steel wire net is provided with, architectural surface is provided outside in steel wire.
Scheme is further：The width of the frame is not more than 1000mm.
Scheme is further：Coat of plaster and bonding are sequentially set with from the inside to the outside between the architectural surface and steel wire
Layer.
Scheme is further：Frame upper beam is close to top plate floor using anchor connection, and frame bottom end rail is erected with frame
Not on a horizontal plane, frame vertical beam lower face is close to ground floor using anchor connection, frame bottom end rail for beam lower face
Concrete water-proof wall is provided between ground floor.
Scheme is further：The height of the concrete water-proof wall is at least 200mm.
A kind of steel framework concrete partition board construction method is laid with architectural surface in the prefabricated plate surface made, wherein：In advance
The method and step that making sheet makes includes workshop construction and site operation：
It constructs in the workshop：Multiple frames are welded using steel pipe or channel steel, frame is multiple including the vertical beam of both sides
Vertical beam and multiple crossbeams including lower and upper cross-member, wherein：The upper end floor beam of frame is concordantly connected with vertical beam upper end, frame
Lower end floor beam is connected apart from vertical beam lower end a distance with vertical beam, and a plurality of reinforcing bar is welded between vertical beam and crossbeam, is led on reinforcing bar
It crosses welding or is equipped with steel fabric sheet with wire binding, frame is laid in ground, vertical beam and horizontal stroke are cast in concrete mortar
It flattens, solidify on reinforcing bar and silk netting between beam, the two sides of steel pipe or channel steel are exposed to the surface of concrete mortar；
It constructs the construction site：The multiple frame forms for having poured concrete are welded together be supported on ground floor and
Between top plate floor, end floor beam is close to top plate floor using anchor connection, frame vertical beam lower face and ground floor on frame
It is close to using anchor connection, template supported on both sides in a distance between ground floor and the lower end floor beam of frame, in mould
Casting concrete mortar in plate, template of dismantling after concrete mortar solidification are formed between ground floor and the lower end floor beam of frame
Mine dam.
Scheme is further：Described a distance is 200mm to 300mm.
Scheme is further：The frame has three vertical beams altogether including the vertical beam of both sides, and the width of frame is not more than
1000mm。
Scheme is further：It is the step of ready-made prefabricated plate surface is laid with architectural surface：Concrete sand in both sides
Slurry surface is connected with layer of steel wire net by fixing glue respectively including mine dam, and the spacing of fixing glue is not more than 300mm,
Fixing glue, no more than 150mm, then carries out layering plastering, finally in the enterprising luggage finish coat of coat of plaster apart from steel pipe or channel steel
Construction.
Scheme is further：The architectural surface is furring brick or stone material, and furring brick or stone material are bonded in by gluing to be smeared
Grey layer surface.
The beneficial effects of the invention are as follows：The present invention can greatly improve partition wall carrying facing weights ability, reduce every
Wall thickness accelerates construction progress to increase building usable floor area, and saves construction cost.
The present invention will be described in detail with reference to the accompanying drawings and examples.
Description of the drawings
Fig. 1 is frame assembly structure diagram of the present invention；
Fig. 2 is circuit theory schematic diagram of the present invention；
Fig. 3 is to contain concrete water-proof wall body structure schematic diagram between frame of the present invention and ground floor；
Fig. 4 is that the present invention is anchored structure diagram, the A portions enlarged diagram of Fig. 1；
Fig. 5 is doorframe processing structure schematic diagram in frame of the present invention.
Specific embodiment
Embodiment 1：
A kind of steel framework concrete partition, as shown in Figure 1, Figure 2, Figure 3 shows, the steel framework concrete partition are supported on ground floor
Between 1 and top plate floor 2, the partition plate includes multiple frames 4 for being welded by steel pipe or channel steel 3, due to steel pipe or channel steel
The eager to do well in everything degree of rigidity is high, and therefore, the wallboard that the thickness ratio of partition plate is traditional is thin, is usually more than 100mm, can be 50mm；It is multiple
Frame form is welded to connect between ground floor 1 and top plate floor 2, wherein, as shown in Fig. 2, frame exists including both sides vertical beam
Interior multiple vertical beams and multiple crossbeams including lower and upper cross-member weld between steel pipe or channel steel and are equipped with reinforcing bar 5 and steel wire
Mesh sheet 6, reinforcing bar preferably use the spiral of 8mm-12mm, and bar spacing is preferably 100-200mm；Steel between steel pipe or channel steel
Pouring concrete mortar 7 on muscle and steel fabric sheet, the thickness of concrete mortar is equal to the thickness of frame, and the two of steel pipe or channel steel
Side is exposed to the surface of concrete mortar, and the surface that the concrete mortar and steel pipe or channel steel in both sides expose is respectively by solid
Fixed nail is connected with layer of steel wire net, and architectural surface is provided outside in steel wire.In the frame, the spacing of steel pipe or channel steel is horizontal
To no more than 500mm, short transverse is not more than 800mm, therefore：The vertical beam of the frame is typically 3, and the width of frame is little
In 1000mm.Depending on the height of partition wall, the conduit 8 in partition wall can bury the crossbeam of the frame in advance with terminal box 9
If in the frame.
Wherein：Architectural surface can be ceramic tile or stone material, between the architectural surface and steel wire from the inside to the outside sequentially
It is provided with coat of plaster and adhesive linkage；Coat of plaster is for levelling.
In embodiment：As shown in Figure 1,401 upper surface of frame upper beam is concordant with 402 upper surface of frame vertical beam with top plate building
Plate is close to using anchor connection；Partition wall need it is waterproof and dampproof, therefore, as shown in figure 3, frame bottom end rail 403 and frame vertical beam
Lower face is not on a horizontal plane, and frame bottom end rail is retracted a distance upwards, and the fixation of remaining ground floor is frame vertical beam
Lower face is close to ground floor using anchor connection, under frame（Most bottom）Concrete water-proof is set between crossbeam and ground floor
Wall 10.As shown in figure 4, the anchor in embodiment is the angle bar 11 by being set in frame vertical beam both sides.Wherein, it is described
The height of concrete water-proof wall is at least 200mm.
In embodiment：When doorframe occurs in partition wall, as shown in figure 5, dividing in the vertical beam of doorframe both sides and under doorframe upper beam
Channel steel 12 Zeng Jia be set.
Embodiment 2：
A kind of steel framework concrete partition board construction method is laid with architectural surface in the prefabricated plate surface made, and is for implementation
The construction method of 1 steel framework concrete partition of example, therefore the content of embodiment 1 should also be suitable for the present embodiment.Wherein：It is prefabricated
Plate making can have part to be made in workshop, and the part made in workshop is transported to Assembling, therefore can greatly speed up and apply
The progress of work and the quality for ensureing wall.Therefore, the method and step that prefabricated board makes includes workshop construction and site operation：
Wherein, the workshop, which is constructed, is：Multiple frames are welded using steel pipe or channel steel, frame is including the vertical beam of both sides
Multiple vertical beams and multiple crossbeams including lower and upper cross-member, wherein：The upper end floor beam upper surface of frame is concordant with vertical beam upper end
Connection, the lower end floor beam of frame are connected apart from vertical beam lower end a distance with vertical beam, and a plurality of steel is welded between vertical beam and crossbeam
Muscle, reinforcing bar preferably use the spiral of 8mm-12mm, and bar spacing is preferably 100-200mm；By welding or using steel wire on reinforcing bar
Tie up and be equipped with steel fabric sheet, frame is laid in ground, with concrete mortar be cast in reinforcing bar between vertical beam and crossbeam and
Flattening, vibration compacting on silk netting, smooth out and solidification forms steel framework concrete batten after maintenance；The two sides of steel pipe or channel steel
Exposed to the surface of concrete mortar；
It constructs the construction site：Transport the multiple frames for having poured concrete to construction site, arrangement welds together branch
Support is between ground floor and top plate floor, and end floor beam is close to use anchor connection with top plate floor on frame, under frame vertical beam
End face is close to ground floor using anchor connection, both sides in a distance between ground floor and the lower end floor beam of frame
Support shuttering, the casting concrete mortar in template, template of dismantling after concrete mortar solidification form ground floor and frame
Lower end floor beam between mine dam；Conduit 8 in partition wall can be with pre-plugged in the frame with terminal box 9.In embodiment,
When doorframe occurs in partition wall, as shown in figure 5, increasing setting channel steel 12 in the vertical beam of doorframe both sides and under doorframe upper beam respectively.
In embodiment：Described a distance i.e. the height of mine dam are 200mm to 300mm.And：The frame
Have three vertical beams altogether including the vertical beam of both sides, the width of frame is not more than 1000mm.
In embodiment：It is the step of ready-made prefabricated plate surface is laid with architectural surface：Concrete mortar table in both sides
Face is connected with layer of steel wire net by fixing glue respectively including mine dam, and the spacing of fixing glue is fixed no more than 300mm
Pitch of nails, no more than 150mm, then carries out layering plastering, finally applying in the enterprising luggage finish coat of coat of plaster from steel pipe or channel steel
Work.Wherein：The architectural surface is furring brick or stone material, and furring brick or stone material are bonded in plastering layer surface by gluing.
Claims (10)
1. a kind of steel framework concrete partition, steel framework concrete partition is supported between ground floor and top plate floor, described
Partition plate includes the multiple frames welded by steel pipe or channel steel, and multiple frame forms are welded to connect, which is characterized in that the frame
Multiple vertical beams including the vertical beam of both sides and multiple crossbeams including lower and upper cross-member, are equipped between steel pipe or channel steel
Reinforcing bar and steel fabric sheet have poured concrete mortar, concrete mortar on the reinforcing bar and steel fabric sheet between steel pipe or channel steel
Thickness be equal to the thickness of frame, the two sides of steel pipe or channel steel are exposed to the surface of concrete mortar, the concrete in both sides
The surface of mortar and the exposure of steel pipe or channel steel is connected with layer of steel wire net by fixing glue respectively, is provided outside in steel wire
Architectural surface.
2. steel framework concrete partition according to claim 1, which is characterized in that the width of the frame is not more than
1000mm。
3. steel framework concrete partition according to claim 1, which is characterized in that the architectural surface and steel wire it
Between be sequentially set with coat of plaster and adhesive linkage from the inside to the outside.
4. steel framework concrete partition according to claim 1, which is characterized in that frame upper beam is close to top plate floor
Using anchor connection, frame bottom end rail and frame vertical beam lower face be not on a horizontal plane, frame vertical beam lower face and ground
Floor is close to, using anchor connection, concrete water-proof wall is provided between frame bottom end rail and ground floor.
5. steel framework concrete partition according to claim 4, which is characterized in that the height of the concrete water-proof wall is extremely
It is 200mm less.
6. a kind of steel framework concrete partition board construction method is laid with architectural surface in the prefabricated plate surface made, feature exists
In：The method and step that prefabricated board makes includes workshop construction and site operation：
It constructs in the workshop：Multiple frames are welded using steel pipe or channel steel, frame is multiple including the vertical beam of both sides
Vertical beam and multiple crossbeams including lower and upper cross-member, wherein：The upper end floor beam of frame is concordantly connected with vertical beam upper end, frame
Lower end floor beam is connected apart from vertical beam lower end a distance with vertical beam, and a plurality of reinforcing bar is welded between vertical beam and crossbeam, is led on reinforcing bar
It crosses welding or is equipped with steel fabric sheet with wire binding, frame is laid in ground, vertical beam and horizontal stroke are cast in concrete mortar
It flattens, solidify on reinforcing bar and silk netting between beam, the two sides of steel pipe or channel steel are exposed to the surface of concrete mortar；
It constructs the construction site：The multiple frame forms for having poured concrete are welded together be supported on ground floor and
Between top plate floor, end floor beam is close to top plate floor using anchor connection, frame vertical beam lower face and ground floor on frame
It is close to using anchor connection, template supported on both sides in a distance between ground floor and the lower end floor beam of frame, in mould
Casting concrete mortar in plate, template of dismantling after concrete mortar solidification are formed between ground floor and the lower end floor beam of frame
Mine dam.
7. steel framework concrete partition board construction method according to claim 6, which is characterized in that described a distance is
200mm to 300mm.
8. steel framework concrete partition board construction method according to claim 6, which is characterized in that the frame includes two
Three vertical beams, the width of frame are not more than 1000mm to side vertical beam altogether inside.
9. steel framework concrete partition board construction method according to claim 6, which is characterized in that in ready-made prefabricated board table
Face be laid with architectural surface the step of be：It is set respectively by fixing glue connection on the concrete mortar surface of both sides, including mine dam
Layer of steel wire net is equipped with, for the spacing of fixing glue no more than 300mm, fixing glue is not more than 150mm, Ran Houjin apart from steel pipe or channel steel
Row layering plastering, finally in the construction of the enterprising luggage finish coat of coat of plaster.
10. according to the steel framework concrete partition board construction method described in claim 6, which is characterized in that the architectural surface is patch
Face brick or stone material, furring brick or stone material are bonded in plastering layer surface by gluing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810112547.9A CN108118807A (en) | 2018-02-05 | 2018-02-05 | A kind of steel framework concrete partition and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810112547.9A CN108118807A (en) | 2018-02-05 | 2018-02-05 | A kind of steel framework concrete partition and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108118807A true CN108118807A (en) | 2018-06-05 |
Family
ID=62233415
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810112547.9A Pending CN108118807A (en) | 2018-02-05 | 2018-02-05 | A kind of steel framework concrete partition and its construction method |
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| Country | Link |
|---|---|
| CN (1) | CN108118807A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184051A (en) * | 2018-08-31 | 2019-01-11 | 上海市建筑装饰工程集团有限公司 | Reduce the precast slab partition wall system of hollowing rate |
| CN109184209A (en) * | 2018-08-31 | 2019-01-11 | 上海市建筑装饰工程集团有限公司 | Reduce the construction method of the precast slab partition wall system of hollowing rate |
| CN111186019A (en) * | 2019-12-13 | 2020-05-22 | 西藏藏建科技股份有限公司 | Production process of prefabricated composite wallboard |
| CN114293766A (en) * | 2021-12-20 | 2022-04-08 | 中建四局土木工程有限公司 | Self-adaptive mold sealing method for combining steel and aluminum templates |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0302564A2 (en) * | 1987-08-06 | 1989-02-08 | COOPSETTE S.c.r.l. | Modular internal partition with fire-screening and like properties |
| CN203514570U (en) * | 2013-10-08 | 2014-04-02 | 中国建筑装饰集团有限公司 | Square bar keel partition wall |
| CN204609049U (en) * | 2015-04-20 | 2015-09-02 | 中建三局东方装饰设计工程有限公司 | The ultra-thin steelframe body of wall of stone veneer |
| CN106854913A (en) * | 2017-01-22 | 2017-06-16 | 大美砼艺（天津）建筑科技发展有限公司 | A kind of Multifunction environmental protection combined wall board |
-
2018
- 2018-02-05 CN CN201810112547.9A patent/CN108118807A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0302564A2 (en) * | 1987-08-06 | 1989-02-08 | COOPSETTE S.c.r.l. | Modular internal partition with fire-screening and like properties |
| CN203514570U (en) * | 2013-10-08 | 2014-04-02 | 中国建筑装饰集团有限公司 | Square bar keel partition wall |
| CN204609049U (en) * | 2015-04-20 | 2015-09-02 | 中建三局东方装饰设计工程有限公司 | The ultra-thin steelframe body of wall of stone veneer |
| CN106854913A (en) * | 2017-01-22 | 2017-06-16 | 大美砼艺（天津）建筑科技发展有限公司 | A kind of Multifunction environmental protection combined wall board |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184051A (en) * | 2018-08-31 | 2019-01-11 | 上海市建筑装饰工程集团有限公司 | Reduce the precast slab partition wall system of hollowing rate |
| CN109184209A (en) * | 2018-08-31 | 2019-01-11 | 上海市建筑装饰工程集团有限公司 | Reduce the construction method of the precast slab partition wall system of hollowing rate |
| CN111186019A (en) * | 2019-12-13 | 2020-05-22 | 西藏藏建科技股份有限公司 | Production process of prefabricated composite wallboard |
| CN111186019B (en) * | 2019-12-13 | 2022-05-03 | 西藏藏建科技股份有限公司 | Production process of prefabricated composite wallboard |
| CN114293766A (en) * | 2021-12-20 | 2022-04-08 | 中建四局土木工程有限公司 | Self-adaptive mold sealing method for combining steel and aluminum templates |
| CN114293766B (en) * | 2021-12-20 | 2023-02-28 | 中建四局土木工程有限公司 | Self-adaptive mold sealing method for combining steel and aluminum templates |
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Application publication date: 20180605 |
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