CN207919819U - A kind of steel framework concrete partition - Google Patents
A kind of steel framework concrete partition Download PDFInfo
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- CN207919819U CN207919819U CN201820191811.8U CN201820191811U CN207919819U CN 207919819 U CN207919819 U CN 207919819U CN 201820191811 U CN201820191811 U CN 201820191811U CN 207919819 U CN207919819 U CN 207919819U
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Abstract
The utility model discloses a kind of steel framework concrete partitions, include the multiple frames welded by steel pipe or channel steel, 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 with outside steel wire.The utility model 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 utility model is related to a kind of steel framework concrete partitions.
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, completely
The aesthetic requirement of sufficient people.In addition, under 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 type can be carried out.
Invention content
The purpose of this utility model is to provide a kind of steel framework concrete partitions, by advance by channel steel or steel pipe system
Casting concrete forms partition wall prefabricated board in the steel skeleton of work, is then applied after the support of partition wall prefabricated board scene is fixed and spreads dress
It adorns layer and forms concrete partition.
To achieve the goals above, the technical solution of the utility model is：A kind of steel framework concrete partition, steel framework coagulation
Native partition plate is supported between ground floor and top plate floor, and the partition plate includes the multiple frames welded by steel pipe or channel steel
Frame, multiple frame forms are 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 inside, are equipped with reinforcing bar and steel fabric sheet between steel pipe or channel steel, the reinforcing bar between steel pipe or channel steel and
Concrete mortar is poured on steel fabric sheet, the thickness of concrete mortar is equal to the two sides of the thickness of frame, steel pipe or channel steel
It is exposed to the surface of concrete mortar, the surface that the concrete mortar and steel pipe or channel steel in both sides expose passes through fixing glue respectively
It is connected with layer of steel wire net, architectural surface is provided with outside steel wire.
Scheme is further：The width of the frame is not more than 1000mm.
Scheme is further：It is sequentially set with coat of plaster and bonding from the inside to the outside between the architectural surface and steel wire
Layer.
Scheme is further：Frame upper beam is close to use anchor connection, frame bottom end rail perpendicular with frame with top plate floor
Not on a horizontal plane, frame vertical beam lower face is close to use anchor connection, frame bottom end rail with ground floor 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.
The utility model has the beneficial effects that：The utility model can greatly improve the ability of partition wall carrying facing weights,
Reduce partition wall thickness to increase building usable floor area, processes construction speed, and save construction cost.
The utility model is described in detail with reference to the accompanying drawings and examples.
Description of the drawings
Fig. 1 is the utility model frame assembly structure diagram；
Fig. 2 is the utility model circuit theory schematic diagram；
Fig. 3 is to contain concrete water-proof wall body structure schematic diagram between the utility model frame and ground floor；
Fig. 4 is that the utility model is anchored structural schematic diagram, the portions the A enlarged diagram of Fig. 1；
Fig. 5 is doorframe processing structure schematic diagram in the utility model frame.
Specific implementation mode
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
Between floor 1 and top plate floor 2, the partition plate includes the multiple frames 4 welded by steel pipe or channel steel 3, due to steel pipe or slot
The eager to do well in everything degree of rigidity of steel is high, and therefore, the thickness of partition plate is thinner than traditional wallboard, usually more than 100mm, can be 50mm；
Multiple frame forms are welded to connect between ground floor 1 and top plate floor 2, wherein as shown in Fig. 2, frame includes that both sides are perpendicular
Multiple vertical beams including beam and multiple crossbeams including lower and upper cross-member weld between steel pipe or channel steel and are equipped with 5 He of reinforcing bar
Steel fabric sheet 6, it is preferably 100-200mm that reinforcing bar, which preferably uses the spiral of 8mm-12mm, bar spacing,；Between steel pipe or channel steel
Reinforcing bar and steel fabric sheet on poured concrete mortar 7, the thickness of concrete mortar is equal to the thickness of frame, steel pipe or channel steel
Two sides be exposed to the surface of concrete mortar, the surface that the concrete mortar and steel pipe or channel steel in both sides expose leads to respectively
It crosses fixing glue and is connected with layer of steel wire net, architectural surface is provided with outside steel wire.In the frame, between steel pipe or channel steel
Away from 500mm is laterally not more than, short transverse is not more than 800mm, therefore：The vertical beam of the frame is typically 3, the width of frame
No more than 1000mm.For the crossbeam of the frame depending on the height of partition wall, the conduit 8 in partition wall can be pre- with terminal box 9
It first buries 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
Floor is close to use anchor connection；Partition wall need it is waterproof and dampproof, therefore, as shown in figure 3, frame bottom end rail 403 and frame are perpendicular
Beam lower face is not on a horizontal plane, and one distance of retraction, the fixation of remaining ground floor are that frame is perpendicular to frame bottom end rail upwards
Beam lower face is close to use anchor connection with ground floor, under frame（Most bottom）It is anti-that concrete is set between crossbeam and ground floor
Waterwall body 10.As shown in figure 4, the anchor in embodiment is the angle bar 11 by being arranged in frame vertical beam both sides.Wherein, institute
The height for stating 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.
Specific construction for steel framework concrete partition is：It is laid with architectural surface in the prefabricated plate surface made, in advance
Making sheet making can have part to be made in workshop, Assembling be transported in the part made in workshop, therefore can greatly speed up
The progress of construction, and ensure the quality of 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 includes that both sides vertical beam exists
Interior multiple vertical beams and multiple crossbeams including lower and upper cross-member, wherein：The upper end floor beam of frame is concordant with vertical beam upper end to be connected
It connecing, the lower end floor beam of frame is connect apart from vertical beam lower end a distance with vertical beam, and a plurality of reinforcing bar is welded between vertical beam and crossbeam,
It is preferably 100-200mm that reinforcing bar, which preferably uses the spiral of 8mm-12mm, bar spacing,；By welding or using wire binding on reinforcing bar
It is equipped with steel fabric sheet, frame is laid in ground, the reinforcing bar and silk screen being cast in concrete mortar between vertical beam and crossbeam
On piece flattening, vibration compacting, smooth out and solidification forms steel framework concrete batten after maintenance；The two sides of steel pipe or channel steel expose
On the surface of concrete mortar；
It constructs the construction site：Transport the multiple frames for having poured concrete to construction site, arrangement is welded on one
It rises and is supported between ground floor and top plate floor, end floor beam is close to use anchor connection, frame perpendicular with top plate floor on frame
Beam lower face is close to ground floor using anchor connection, in a distance between ground floor and the lower end floor beam of frame
Template supported on both sides, the casting concrete mortar in template, after concrete mortar solidification after dismantle template formed ground floor with
Mine dam between the lower end floor beam of frame；Conduit 8 in partition wall can be with pre-plugged in the frame with terminal box 9.Implement
In example, when doorframe occurs in partition wall, as shown in figure 5, in the vertical beam of doorframe both sides and increasing separately setting slot under doorframe upper beam
Steel 12.
In embodiment：The height of described a distance i.e. mine dam is 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 in the step of ready-made prefabricated plate surface is laid with architectural surface：Concrete mortar table in both sides
Face including mine dam are connected with layer of steel wire net by fixing glue respectively, and the spacing of fixing glue is not more than 300mm, fixed
Pitch of nails is not more than 150mm from steel pipe or channel steel, then carries out layering plastering, finally applying in the enterprising luggage finish coat of coat of plaster
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 (5)
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 with outside 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 use anchor connection, and 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820191811.8U CN207919819U (en) | 2018-02-05 | 2018-02-05 | A kind of steel framework concrete partition |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820191811.8U CN207919819U (en) | 2018-02-05 | 2018-02-05 | A kind of steel framework concrete partition |
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| Publication Number | Publication Date |
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| CN207919819U true CN207919819U (en) | 2018-09-28 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201820191811.8U Active CN207919819U (en) | 2018-02-05 | 2018-02-05 | A kind of steel framework concrete partition |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114961045A (en) * | 2022-05-10 | 2022-08-30 | 中国建筑第八工程局有限公司 | Ultrahigh-space ALC plate partition wall structure and construction method thereof |
-
2018
- 2018-02-05 CN CN201820191811.8U patent/CN207919819U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114961045A (en) * | 2022-05-10 | 2022-08-30 | 中国建筑第八工程局有限公司 | Ultrahigh-space ALC plate partition wall structure and construction method thereof |
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