CN106760059A - A kind of assembled arthitecutral structure system - Google Patents
A kind of assembled arthitecutral structure system Download PDFInfo
- Publication number
- CN106760059A CN106760059A CN201710142147.8A CN201710142147A CN106760059A CN 106760059 A CN106760059 A CN 106760059A CN 201710142147 A CN201710142147 A CN 201710142147A CN 106760059 A CN106760059 A CN 106760059A
- Authority
- CN
- China
- Prior art keywords
- wall
- basis
- structure system
- screw shell
- steel frame
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 33
- 239000010959 steel Substances 0.000 claims abstract description 33
- 238000010276 construction Methods 0.000 claims abstract description 25
- 239000011440 grout Substances 0.000 claims abstract description 18
- 239000004567 concrete Substances 0.000 claims abstract description 17
- 238000004519 manufacturing process Methods 0.000 claims abstract description 10
- 210000003205 muscle Anatomy 0.000 claims description 19
- 239000004568 cement Substances 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 6
- 238000005476 soldering Methods 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims 1
- 239000002002 slurry Substances 0.000 claims 1
- 238000005266 casting Methods 0.000 abstract description 3
- 238000009776 industrial production Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract description 2
- 238000012423 maintenance Methods 0.000 abstract 1
- 239000010410 layer Substances 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000004744 fabric Substances 0.000 description 2
- 239000011229 interlayer Substances 0.000 description 2
- 239000002390 adhesive tape Substances 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007789 sealing Methods 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of assembled arthitecutral structure system, including basis, wall, floor plates, basic armored concrete at the construction field (site) is poured and formed；Wall is pre-formed in the factory using steel frame construction, is connected using angle bar connecting plate at connecting node between neighboring walls；Orlop wall is connected with basis, and between levels wall and the superiors' wall top is connected with floor plates.The present invention organically combines steel construction and concrete structure, and simple structure, prefabricated rate easy for installation can reach more than 85%；Steelwork component one-piece casting, without carrying out Fireproof antirust treatment and later maintenance, effectively reduces production and use cost among wall；Waterproof abaculus effectively prevents exterior wall seepage, is capable of achieving and the building same life-span；Using modularized design, mould easy to use organizes large-scale industrial production on a production line, and mould utilization factor is high, and production efficiency is high；Basis adds the combination of grout sleeve to be connected with wall or levels wall connecting using screw shell.
Description
Technical field：
The present invention relates to Architectural Structure Design field, specifically a kind of assembled arthitecutral structure system.
Background technology：
In recent years, as country continues to increase to the policy support dynamics that building industry is modernized, assembled architecture is commercially available
Develop rapidly.Occur in that reinforced concrete shear wall structure, steel construction（Including light section steel structure and Heavy Type Steel Structure）, wooden knot
The three basic structures system mode such as structure.
At present, there is respective defect in above-mentioned three basic structures system：Timber structure is due to by material and fire protecting performance
Limitation, only obtains small range application in terms of the landscape house construction at city and scenic spot；Reinforced concrete shear wall structure is relatively applicable
In less than 40 layers small high-rise building construction；Weight steel construction is applied to large-scale high-rise building, and although light section steel structure can be used for
Low layer villa is built, but due to complex structure, difficulty of construction is big, it is impossible to realize industrialized production, promotional value is little.
Market in urgent need is a kind of to be adapted to the fabricated construction building body that less than 4 layers New village houses or low layer business villa are built
System.
The content of the invention：
In order to make up the deficiency of prior art problem, it is an object of the invention to provide a kind of assembled arthitecutral structure system, it is applicable
In less than 4 layers dwelling constructions, the industrialization problem of small-scale low-rise building is solved.
Technical scheme is as follows：
Assembled arthitecutral structure system, including basis, wall, floor plates, it is characterised in that the basic reinforcing bar at the construction field (site)
Concreting is formed；
Wall is pre-formed in the factory using steel frame construction, L-shaped between neighboring walls, T-shape, " ┼ " type connection section
Using the connection of angle bar connecting plate at point；
Orlop wall is connected with basis, and between levels wall and the superiors' wall top is connected with floor plates；
Floor plates use laminated floor slab form, and thickness direction bottom 30% ~ 40% pours in factory, and top 70% ~ 60% is existing in construction
Field is cast-in-place.
Described assembled arthitecutral structure system, is further characterized in that：Between the basis and wall, upper wall is with
Connected using the composite joint mode of grout sleeve and screw shell between layer wall, i.e. spiral shell is laid on basis or lower floor's wall top
Line sleeve, wall or upper wall bottom on the basis of being placed in are laying grout sleeve with screw shell correspondence position；
The screw thread joint element for bar end of thread is screwed among the screw shell of basis or lower floor's wall during construction, the one of undressed screw thread
The grout sleeve of end insertion upper wall body, high intensity Grouting Cement to solidification is poured into behind correction wall position from grouting mouth.
Described assembled arthitecutral structure system, it is characterised in that described basis is reinforced concrete foundation, including point
Basic muscle and screw shell of the cloth in concrete, basic muscle multilayer are parallel transversely disposed in concrete, screw shell longitudinal direction
Arranged for interval and every are welded to connect with multilayer basis muscle.
Described assembled arthitecutral structure system, is further characterized in that：The wall includes the steel framework that square tubes soldering is constituted
Supported based on frame, steel frame or so side frame, secondary support is provided with the middle part of upper and lower side frame；
Be provided with metope muscle on steel frame each side frame and between upper and lower side frame opposite face, metope muscle is bar-mat reinforcement, steel frame and
Metope muscle integrally pours into concrete into wall；
Frame is provided with screw shell to wall on top, and lower frame is provided with grout sleeve.
Described assembled arthitecutral structure system, is further characterized in that：The screw shell of the wall, grout sleeve and steel
Framework square tubes soldering is connected, with bar-mat reinforcement butting in wall.
Described assembled arthitecutral structure system, is further characterized in that：The wall screw shell, wall grouting sleeve pair
Title is distributed in secondary support both sides.
Described assembled arthitecutral structure system, is further characterized in that：The main support of the wall steel frame and secondary support
Contiguous block is provided with inside square tube, wall reserves angle bar connecting plate groove when production line is poured, and during site operation, connecting bolt is worn successively
Cross angle bar connecting plate, the main support of wall steel frame and secondary supporting square tube and stretch into contiguous block, by the connection of horizontal and vertical neighboring walls
Together, reserving in angle bar connecting plate groove carries out cement and pours cast-in-place piece sealing angle bar connecting plate；Neighboring walls at connecting node
Waterproof abaculus is additionally provided between end face.
Described assembled arthitecutral structure system, is further characterized in that：The floor plates use laminated floor slab form, floor
Sheetmetal skeleton is in corrugated, and floor plate thickness direction bottom 40% pours in factory, and top 60% is cast-in-place at the construction field (site).
The beneficial effects of the invention are as follows：
1st, the present invention organically combines steel construction and concrete structure, simple structure, prefabricated rate easy for installation can reach 85% with
On；
2nd, steelwork component one-piece casting of the present invention is among wall, without carrying out Fireproof antirust treatment, it is not required that the later stage ties up
Shield, effectively reduces production and use cost；
3rd, the cast-in-place waterproof abaculus in exterior wall junction of the present invention, effectively prevents exterior wall seepage, compared with using waterproof adhesive tape not
With problem of aging is worried, it is capable of achieving and the building same life-span；
4th, house type of the present invention uses modularized design, and mould easy to use organizes large-scale industrial production, mould on a production line
Tool utilization rate is high, and production efficiency is high, and building cost is low；
5th, present invention basis adds the combination connecting mode of grout sleeve with wall or levels wall connecting using screw shell,
Screw shell is welded on steel frame can be used as hole for hoist；Both it is easy to execute-in-place, can also ensures the whole of short transverse
Body；
6th, roof of the present invention can effectively prevent interlayer seepage using overlapping floor slab structure good integrity.
Brief description of the drawings：
Fig. 1 is structural representation of the invention.
Fig. 2 is basis of the invention and wall（Orlop wall）Connection diagram.
Fig. 3 is partial enlarged drawing in Fig. 2 of the invention.
Fig. 4 is wall steel-frame structure schematic diagram of the invention.
Fig. 5 is wall and surface cloth muscle structural representation of the invention.
Fig. 6 is wall body structure schematic diagram of the invention.
Fig. 7 is the interlayer attachment structure of levels wall of the invention.
Fig. 8 is partial enlarged drawing in Fig. 7 of the invention.
Fig. 9 is floor plates of the invention（When not pouring）Structural representation.
Figure 10 is connecting node schematic top plan view of the invention.
Figure 11 is connecting node of the invention " L " type A partial enlarged drawings.
Figure 12 is connecting node T-shape B1 partial enlarged drawings of the invention.
Figure 13 is connecting node T-shape B2 partial enlarged drawings of the invention.
Figure 14 is connecting node of the invention " ┼ " type C partial enlarged drawings.
Specific embodiment：
Referring to accompanying drawing：
Assembled arthitecutral structure system, including basis 1, wall 2, floor plates 3, armored concrete is poured at the construction field (site) on basis 1
Form；
Wall 2 is pre-formed in the factory using steel frame construction, L-shaped A, T-shape B between neighboring walls（B1, B2 two
Kind）, connected using angle bar connecting plate 4 at " ┼ " type C connecting nodes；
Orlop wall 2 is connected with basis 1, and between levels wall and the superiors' wall top is connected with floor plates 5；
Floor plates 3 use laminated floor slab form, and thickness direction bottom 30% ~ 40% pours in factory, and top 70% ~ 60% is existing in construction
Field is cast-in-place.
Basis 1 and wall（Bottom wall）Between, between upper wall and lower floor's wall use grout sleeve 5 and screw thread
The composite joint mode of sleeve 6 is connected, i.e. screw shell 6 is laid on basis 1 or lower floor's wall top, is placed in the wall on basis 1
Grout sleeve 5 is being laid in body or upper wall bottom with screw shell correspondence position；
The end of thread of screw thread joint element for bar 7 is screwed among the screw shell 6 of basis or lower floor's wall during construction, undressed screw thread
The grout sleeve 5 of upper wall body is inserted in one end, and high intensity Grouting Cement 8 to solidification is poured into from grouting mouth behind correction wall position.
Basis 1 is reinforced concrete foundation, including is distributed in basic muscle 1-2 and screw shell 6 in concrete 1-1, base
Plinth muscle 1-2 multilayers are parallel transversely disposed in concrete 1-1, screw shell 6 it is longitudinally spaced arrangement and every with multilayer basis
Muscle 1-2 is welded to connect.
9, upper and lower sides are supported based on the steel frame 2-1 that wall 2 is constituted including square tubes soldering, steel frame 2-1 or so side frame
Secondary support 10 is provided with the middle part of frame；
Metope muscle 2-2 is provided with steel frame each side frame and between upper and lower side frame opposite face, metope muscle 2-2 is bar-mat reinforcement, steel
Framework 2-1 and metope muscle 2-2 integrally pour into concrete 2-3 into wall；
Frame is provided with screw shell 6 to wall 2 on top, and lower frame is provided with grout sleeve 5.
The screw shell 6 of wall 2, grout sleeve 5 are connected with steel frame square tubes soldering, with bar-mat reinforcement butting in wall 2.
The screw shell 7 of wall 2, grout sleeve 8 are symmetrically distributed in 7 both sides of secondary support.
Contiguous block 11 is provided with inside 10 square tubes of the main support 9 of the steel frame of wall 2 and secondary support, wall 2 is poured in production line
When reserved angle bar connecting plate groove 12, during site operation, connecting bolt 13 sequentially passes through angle bar connecting plate 4, the main support of the steel frame of wall 2
9 stretch into contiguous block 11 with 10 square tubes of secondary support, and horizontal and vertical neighboring walls are linked together, and reserve in angle bar connecting plate groove 12
Carry out cement and pour cast-in-place piece 16 to seal angle bar connecting plate 4；It is embedding waterproof to be additionally provided between neighboring walls end face at connecting node
Block 15.
Main support 6, secondary support 7 are provided with wall connecting hole 14, and wall connecting hole 14 is provided with reserved connection board slot at position
12。
Floor plates 3 use laminated floor slab form, and floor plates metallic framework 3-1 is in corrugated, floor plate thickness direction bottom
40% in factory casting concrete 3-2, the cast-in-place concrete at the construction field (site) of top 60%.
Claims (8)
1. a kind of assembled arthitecutral structure system, including basis, wall, floor plates, it is characterised in that the basis is existing in construction
Field armored concrete is poured and formed；
Wall is pre-formed in the factory using steel frame construction, L-shaped between neighboring walls, T-shape, " ┼ " type connection section
Using the connection of angle bar connecting plate at point；
Orlop wall is connected with basis, and between levels wall and the superiors' wall top is connected with floor plates；
Floor plates use laminated floor slab form, and thickness direction bottom 30% ~ 40% pours in factory, and top 70% ~ 60% is existing in construction
Field is cast-in-place.
2. assembled arthitecutral structure system according to claim 1, is further characterized in that：Between the basis and wall,
Connected using the composite joint mode of grout sleeve and screw shell between upper wall and lower floor's wall, i.e. basis or lower floor's wall
Screw shell is laid on body top, and the wall or upper wall bottom on the basis of being placed in are laying filling with screw shell correspondence position
Slurry sleeve；
The screw thread joint element for bar end of thread is screwed among the screw shell of basis or lower floor's wall during construction, the one of undressed screw thread
The grout sleeve of end insertion upper wall body, high intensity Grouting Cement to solidification is poured into behind correction wall position from grouting mouth.
3. assembled arthitecutral structure system according to claim 1, it is characterised in that described basis is armored concrete
Basis, including basic muscle and screw shell in concrete are distributed in, basic muscle multilayer is parallel transversely disposed in concrete, spiral shell
Line sleeve it is longitudinally spaced arrangement and every with multilayer basis muscle be welded to connect.
4. assembled arthitecutral structure system according to claim 1, is further characterized in that：The wall includes square tubes soldering
Supported based on the steel frame of composition, steel frame or so side frame, secondary support is provided with the middle part of upper and lower side frame；
Be provided with metope muscle on steel frame each side frame and between upper and lower side frame opposite face, metope muscle is bar-mat reinforcement, steel frame and
Metope muscle integrally pours into concrete into wall；
Frame is provided with screw shell to wall on top, and lower frame is provided with grout sleeve.
5. assembled arthitecutral structure system according to claim 4, is further characterized in that：The screw shell of the wall,
Grout sleeve is connected with steel frame square tubes soldering, with bar-mat reinforcement butting in wall.
6. assembled arthitecutral structure system according to claim 4, is further characterized in that：The screw shell of the wall,
Grout sleeve is symmetrically distributed in secondary support both sides.
7. assembled arthitecutral structure system according to claim 4, is further characterized in that：The main branch of the wall steel frame
Contiguous block is provided with inside support and secondary supporting square tube, wall reserves angle bar connecting plate groove when production line is poured, during site operation, connection
Screw bolt passes angle bar connecting plate, the main support of wall steel frame and secondary supporting square tube are screwed and stretch into contiguous block, will be laterally and vertical
Linked together to neighboring walls, carry out cement in reserved angle bar connecting plate groove and pour cast-in-place piece to seal angle bar connecting plate；Connection section
Waterproof abaculus is additionally provided between neighboring walls end face at point.
8. assembled arthitecutral structure system according to claim 1, is further characterized in that：The floor plates are using overlapping building
Plate shape formula, floor plates metallic framework is in corrugated, and floor plate thickness direction bottom 40% pours in factory, and top 60% is existing in construction
Field is cast-in-place.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710142147.8A CN106760059B (en) | 2017-03-10 | 2017-03-10 | Assembled building structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710142147.8A CN106760059B (en) | 2017-03-10 | 2017-03-10 | Assembled building structure system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106760059A true CN106760059A (en) | 2017-05-31 |
| CN106760059B CN106760059B (en) | 2023-12-08 |
Family
ID=58961902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710142147.8A Active CN106760059B (en) | 2017-03-10 | 2017-03-10 | Assembled building structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106760059B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035433A (en) * | 2018-01-14 | 2018-05-15 | 万华集成房屋（烟台）有限公司 | Prefabricated house is built and its method of construction |
| CN109914815A (en) * | 2019-02-28 | 2019-06-21 | 常熟建工建设集团有限公司 | A kind of construction method of anti-wall seam infiltration |
| CN109914804A (en) * | 2019-02-28 | 2019-06-21 | 常熟建工建设集团有限公司 | A kind of assembled architecture top grouting process |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05112985A (en) * | 1991-07-31 | 1993-05-07 | Taisei Corp | Steel column base joint structure |
| JP2012077547A (en) * | 2010-10-04 | 2012-04-19 | Taisei Corp | Connection method and connection structure of precast members |
| CN102493548A (en) * | 2011-11-22 | 2012-06-13 | 中国建筑技术集团有限公司 | Steel structure concrete structure system and construction method thereof |
| CN102979323A (en) * | 2011-09-06 | 2013-03-20 | 郭金刚 | Frame-less house assembled by reinforced concrete slabs |
| CN206737200U (en) * | 2017-03-10 | 2017-12-12 | 阜阳市兴华机械装备有限公司 | A kind of assembled arthitecutral structure system |
-
2017
- 2017-03-10 CN CN201710142147.8A patent/CN106760059B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05112985A (en) * | 1991-07-31 | 1993-05-07 | Taisei Corp | Steel column base joint structure |
| JP2012077547A (en) * | 2010-10-04 | 2012-04-19 | Taisei Corp | Connection method and connection structure of precast members |
| CN102979323A (en) * | 2011-09-06 | 2013-03-20 | 郭金刚 | Frame-less house assembled by reinforced concrete slabs |
| CN102493548A (en) * | 2011-11-22 | 2012-06-13 | 中国建筑技术集团有限公司 | Steel structure concrete structure system and construction method thereof |
| CN206737200U (en) * | 2017-03-10 | 2017-12-12 | 阜阳市兴华机械装备有限公司 | A kind of assembled arthitecutral structure system |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035433A (en) * | 2018-01-14 | 2018-05-15 | 万华集成房屋（烟台）有限公司 | Prefabricated house is built and its method of construction |
| CN109914815A (en) * | 2019-02-28 | 2019-06-21 | 常熟建工建设集团有限公司 | A kind of construction method of anti-wall seam infiltration |
| CN109914804A (en) * | 2019-02-28 | 2019-06-21 | 常熟建工建设集团有限公司 | A kind of assembled architecture top grouting process |
| CN109914815B (en) * | 2019-02-28 | 2021-03-30 | 常熟建工建设集团有限公司 | Construction method for preventing water seepage of wall joint |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106760059B (en) | 2023-12-08 |
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Effective date of registration: 20231110 Address after: 845350 Room 601, Unit 2, Building 2, Xingfu North Road, Xingfu Street, Atushi City, Kizilsu Kyrgyz Autonomous Prefecture, Xinjiang Uygur Autonomous Region Applicant after: Bai Zhixin Address before: No. 669 Fubang Road, Yingdong District, Fuyang City, Anhui Province, 236056 Applicant before: FUYANG CITY XINGHUA MACHINERY FACTORY |
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Effective date of registration: 20240104 Address after: 845350, 2nd Floor, Building 36, Yingbin Road, Tahetiyun Village, Xingfu Street, Atushi City, Kizilsu Kyrgyz Autonomous Prefecture, Xinjiang Uygur Autonomous Region Patentee after: Xinjiang Zhonglian Construction Engineering Co.,Ltd. Address before: 845350 Room 601, Unit 2, Building 2, Xingfu North Road, Xingfu Street, Atushi City, Kizilsu Kyrgyz Autonomous Prefecture, Xinjiang Uygur Autonomous Region Patentee before: Bai Zhixin |