CN108312293A - The prefabricated interior wall board manufacturing method of assembly concrete of subsidiary girder steel - Google Patents
The prefabricated interior wall board manufacturing method of assembly concrete of subsidiary girder steel Download PDFInfo
- Publication number
- CN108312293A CN108312293A CN201810364414.0A CN201810364414A CN108312293A CN 108312293 A CN108312293 A CN 108312293A CN 201810364414 A CN201810364414 A CN 201810364414A CN 108312293 A CN108312293 A CN 108312293A
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- CN
- China
- Prior art keywords
- girder steel
- interior wall
- wallboard
- mold
- concrete
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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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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/14—Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
Abstract
The present invention relates to assembled architecture technical field of construction, the prefabricated interior wall board manufacturing method of assembly concrete of specifically a kind of subsidiary girder steel.Wall-plate level is determined according to story height and slab thickness, depending on wallboard thickness is according to design, punching block is produced according to size, make girder steel, opening slot penetrates wallboard concealed beam so as to the anchor bar on girder steel on mold, punching block assembly is completed according to the outside size of wallboard, interior wall reinforcing bar is bound by design requirement and is fixedly connected with the girder steel made with the reinforcing bar in prefabricated lining concealed beam by anchor bar, lightweight concrete is poured in mold, girder steel is set to be integrally formed with prefabricated lining, concrete strength removes mold after meeting the requirements, site operation can be transported after reaching installation strength.The present invention can follow steel framework frame body to install together, and wallboard easy construction, avoid the secondary construction of interior wall, save the construction time, reduce construction cost.
Description
Technical field
The present invention relates to assembled architecture technical field of construction, the assembly concrete of specifically a kind of subsidiary girder steel is prefabricated
Interior wall board manufacturing method.
Background technology
In building engineering construction, steel construction plays key player in green building field, and steel construction is built at present
Building is mostly after the completion of steel frame is built, and secondary construction is needed to carry out the division of interior, so substantially increase process, it is artificial and
Duration, traditional construction method are：After Construction of Steel Structure, using materials such as building block, light cellular partition board or skeleton partition plates
Carry out secondary construction, this construction method complex procedures, the period is long, and construct work post it is more, material processing and it is secondary
Having bad luck keeps construction cost larger.
Invention content
Present invention seek to address that the above problem, can follow steel framework frame body to install together, and wallboard to provide one kind
Easy construction, time and labour saving the prefabricated interior wall board manufacturing method of assembly concrete.
The present invention solves described problem, the technical solution adopted is that：
A kind of prefabricated interior wall board manufacturing method of assembly concrete of subsidiary girder steel, includes the following steps：
（One）Determine that wall-plate level makes depending on wallboard thickness is according to design according to size according to story height and slab thickness
Go out punching block；
（Two）Girder steel is made, opening slot penetrates wallboard concealed beam so as to the anchor bar on girder steel on mold；
（Three）Punching block assembly is completed according to the outside size of wallboard；
（Four）Interior wall reinforcing bar is bound by design requirement and passes through the girder steel made in anchor bar and prefabricated lining concealed beam
Reinforcing bar be fixedly connected；
（Five）Lightweight concrete is poured in mold, and girder steel is made to be integrally formed with prefabricated lining；
（Six）Concrete strength removes mold after meeting the requirements, and site operation can be transported after reaching installation strength.
Using the present invention of above-mentioned technical proposal, compared with prior art, the feature protruded is：
Steel framework frame body can be followed to install together, and wallboard easy construction, avoid the secondary construction of interior wall, when saving construction
Between, reduce construction cost.
Preferably, the further technical solution of the present invention is：
Step（Two）In girder steel top setting lifting lug be used for component vertical lifting, setting peg be used for and floor cast-in-place concrete
It is firm to anchor, and setting bolt hole with steel-frame structure for being bolted.
Step（Five）In before pouring in mold the pre-buried flat suspension centre in corresponding position for loading-unloading vehicle lifting fix.
Description of the drawings
Main structure diagram when Fig. 1 is wall construction of the embodiment of the present invention；
Fig. 2 is A-A schematic cross-sectional views in Fig. 1；
Overlooking structure diagram when Fig. 3 is wall construction of the embodiment of the present invention；
Fig. 4 is the structural schematic diagram that wall of the embodiment of the present invention is attached to girder steel；
Fig. 5 is B-B schematic cross-sectional views in Fig. 4；
Fig. 6 is the deployed configuration schematic diagram of steel beam bottom anchor bar of the embodiment of the present invention；
In figure：Lifting lug 1；Peg 2；Girder steel 3；Bolt hole 4；Flat suspension centre 5；Prefabricated lining 6；Girder steel anchor rib 7；Concealed beam 8.
Specific implementation mode：
With reference to embodiment, the invention will be further described, and purpose, which is only that, more fully understands the content of present invention, therefore, institute
The example of act is not intended to limit protection scope of the present invention.
Referring to Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, a kind of prefabricated lining making of the assembly concrete of subsidiary girder steel
Method includes the following steps：
（One）Determine the height of prefabricated lining 6 according to story height and slab thickness, 6 thickness of prefabricated lining according to design and
It is fixed, punching block is produced according to size.
（Two）Girder steel 3 is made, setting lifting lug 1 is used for component vertical lifting on 3 top of girder steel, and setting peg 2 is used for and building
Plate cast-in-place concrete anchoring is firm, and for being bolted with steel-frame structure, steel beam bottom welding is in setting bolt hole 4
The anchor bar 7 of " several " font, anchor bar 7 and girder steel full weld, weld bead height 6mm, opening slot is so as on girder steel 3 on mold
Anchor bar 7 penetrates wallboard concealed beam 8.
（Three）Punching block assembly is completed according to the outside size of prefabricated lining 6.
（Four）Interior wall reinforcing bar is bound by design requirement and the girder steel 3 made is passed through into anchor bar 7 and prefabricated lining
Reinforcing bar in concealed beam 8 is fixedly connected.
（Five）The pre-buried flat suspension centre 5 in corresponding position is fixed for loading-unloading vehicle lifting in mold, is then poured in mold light
Matter concrete makes girder steel 3 be integrally formed with prefabricated lining 6.
（Six）Concrete strength removes mold after meeting the requirements, and site operation can be transported after reaching installation strength.
The present invention can follow steel framework frame body to install together, and wallboard easy construction, avoid the secondary construction of interior wall, save
The construction time has been saved, construction cost is reduced.
The foregoing is merely preferably feasible embodiments of the invention, not thereby limit to the interest field of the present invention,
It is all to use equivalence changes made by description of the invention and its accompanying drawing content, it is both contained within the interest field of the present invention.
Claims (3)
1. a kind of prefabricated interior wall board manufacturing method of assembly concrete of subsidiary girder steel, which is characterized in that include the following steps：
（One）Determine that wall-plate level makes depending on wallboard thickness is according to design according to size according to story height and slab thickness
Go out punching block；
（Two）Girder steel is made, opening slot penetrates wallboard concealed beam so as to the anchor bar on girder steel on mold；
（Three）Punching block assembly is completed according to the outside size of wallboard；
（Four）Interior wall reinforcing bar is bound by design requirement and passes through the girder steel made in anchor bar and prefabricated lining concealed beam
Reinforcing bar be fixedly connected；
（Five）Lightweight concrete is poured in mold, and girder steel is made to be integrally formed with prefabricated lining；
（Six）Concrete strength removes mold after meeting the requirements, and site operation can be transported after reaching installation strength.
2. the prefabricated interior wall board manufacturing method of assembly concrete of subsidiary girder steel according to claim 1, it is characterised in that：
Step（Two）In girder steel top setting lifting lug be used for component vertical lifting, setting peg be used for and floor cast-in-place concrete anchor
Firm, setting bolt hole with steel-frame structure for being bolted.
3. the prefabricated interior wall board manufacturing method of assembly concrete of subsidiary girder steel according to claim 1, it is characterised in that：
Step（Five）In before pouring in mold the pre-buried flat suspension centre in corresponding position for loading-unloading vehicle lifting fix.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810364414.0A CN108312293B (en) | 2018-04-23 | 2018-04-23 | The prefabricated interior wall board manufacturing method of assembly concrete of subsidiary girder steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810364414.0A CN108312293B (en) | 2018-04-23 | 2018-04-23 | The prefabricated interior wall board manufacturing method of assembly concrete of subsidiary girder steel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108312293A true CN108312293A (en) | 2018-07-24 |
| CN108312293B CN108312293B (en) | 2019-11-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810364414.0A Active CN108312293B (en) | 2018-04-23 | 2018-04-23 | The prefabricated interior wall board manufacturing method of assembly concrete of subsidiary girder steel |
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| CN (1) | CN108312293B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109098314A (en) * | 2018-09-05 | 2018-12-28 | 布雷尼建筑科技（苏州）有限公司 | One kind being easily installed compact assembled lining |
| CN109339088A (en) * | 2018-10-08 | 2019-02-15 | 贺州通号装配式建筑有限公司 | A kind of low-rise building |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1619005A2 (en) * | 2004-07-22 | 2006-01-25 | REHAU AG + Co | Manufacturing process for a prefabricated construction element with reinforcing steel bars |
| CN105714958A (en) * | 2016-03-02 | 2016-06-29 | 润铸建筑工程（上海）有限公司 | Beam and wall integral outer wall board of prefabricated sectional steel beam |
| CN106121086A (en) * | 2016-06-22 | 2016-11-16 | 北京工业大学 | A kind of concrete-filled steel square tubular column of band otic placode and the connecting structure of fabricated shear wall and the practice |
| CN106351339A (en) * | 2016-10-26 | 2017-01-25 | 中国二十二冶集团有限公司 | Construction method for thermal insulating sandwich concrete external wall panel with steel beams and steel columns |
| CN206737195U (en) * | 2017-03-10 | 2017-12-12 | 阜阳市兴华机械装备有限公司 | A kind of wall body structure of assembled architecture |
-
2018
- 2018-04-23 CN CN201810364414.0A patent/CN108312293B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1619005A2 (en) * | 2004-07-22 | 2006-01-25 | REHAU AG + Co | Manufacturing process for a prefabricated construction element with reinforcing steel bars |
| CN105714958A (en) * | 2016-03-02 | 2016-06-29 | 润铸建筑工程（上海）有限公司 | Beam and wall integral outer wall board of prefabricated sectional steel beam |
| CN106121086A (en) * | 2016-06-22 | 2016-11-16 | 北京工业大学 | A kind of concrete-filled steel square tubular column of band otic placode and the connecting structure of fabricated shear wall and the practice |
| CN106351339A (en) * | 2016-10-26 | 2017-01-25 | 中国二十二冶集团有限公司 | Construction method for thermal insulating sandwich concrete external wall panel with steel beams and steel columns |
| CN206737195U (en) * | 2017-03-10 | 2017-12-12 | 阜阳市兴华机械装备有限公司 | A kind of wall body structure of assembled architecture |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109098314A (en) * | 2018-09-05 | 2018-12-28 | 布雷尼建筑科技（苏州）有限公司 | One kind being easily installed compact assembled lining |
| CN109339088A (en) * | 2018-10-08 | 2019-02-15 | 贺州通号装配式建筑有限公司 | A kind of low-rise building |
| CN109339088B (en) * | 2018-10-08 | 2023-10-27 | 贺州通号装配式建筑有限公司 | Low-rise building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108312293B (en) | 2019-11-26 |
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