CN206737200U - A kind of assembled arthitecutral structure system - Google Patents
A kind of assembled arthitecutral structure system Download PDFInfo
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- CN206737200U CN206737200U CN201720243419.9U CN201720243419U CN206737200U CN 206737200 U CN206737200 U CN 206737200U CN 201720243419 U CN201720243419 U CN 201720243419U CN 206737200 U CN206737200 U CN 206737200U
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- wall
- basis
- structure system
- screw shell
- steel frame
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Abstract
The utility model discloses a kind of assembled arthitecutral structure system, including basis, wall, floor plates, basic armored concrete at the construction field (site), which pours, to be formed；Wall is pre-formed in the factory using steel frame construction, is connected between neighboring walls at connecting node using angle bar connecting plate；Orlop wall is connected with basis, and floor plates are connected between levels wall and at the top of the superiors' wall.The utility model organically combines steel construction and concrete structure, and simple in construction, prefabricated rate easy for installation can reach more than 85%；Steelwork component one-piece casting is among wall, without carrying out Fireproof antirust processing and later maintenance, effectively reduces production and use cost；Waterproof abaculus effectively prevents exterior wall seepage, can be achieved with building the same life-span；Using modularized design, it is easy to use mould to organize large-scale industrial production on a production line, 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：
Architectural Structure Design field is the utility model is related to, 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 modernizes, assembled architecture market
Developed rapidly.There is reinforced concrete shear wall structure, steel construction（Including light section steel structure and Heavy Type Steel Structure）, wood
The three basic structures system mode such as matter structure.
At present, there is the defects of respective 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 construction, but due to complicated, difficulty of construction is big, can not realize industrialized production, and promotional value is little.
Market in urgent need is a kind of to be adapted to less than 4 layers New village houses or the fabricated construction building body of low layer business villa construction
System.
Utility model content：
In order to make up the deficiency of prior art problem, the purpose of this utility model is to provide a kind of assembled arthitecutral structure body
System, suitable for less than 4 layers dwelling constructions, solves the industrialization problem of small-scale low-rise building.
The technical solution of the utility model is as follows：
Assembled arthitecutral structure system, including basis, wall, floor plates, it is characterised in that the basis is at the construction field (site)
Armored concrete, which pours, to be formed；
Wall is pre-formed in the factory using steel frame construction, and L-shaped between neighboring walls, T-shape, " ┼ " type connect
Connect and connected at node using angle bar connecting plate；
Orlop wall is connected with basis, and floor plates are connected between levels wall and at the top of the superiors' wall；
Floor plates use laminated floor slab form, and thickness direction bottom 30% ~ 40% is poured in factory, and top 70% ~ 60% is being applied
Work field cast-in-place.
Described assembled arthitecutral structure system, is further characterized in that：It is described basis and wall between, upper wall with
Connected between layer wall using grout sleeve with the composite joint mode of screw shell, 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, undressed screw thread
One end insertion upper wall body grout sleeve, pour into high intensity Grouting Cement to solidification from grouting mouth behind correction wall position.
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 formed
Supported based on frame, steel frame or so side frame, the middle part of upper and lower side frame is provided with secondary support；
It is provided with metope muscle on each side frame of steel frame and between upper and lower side frame opposite face, metope muscle is bar-mat reinforcement, steel framework
Frame and metope muscle integrally pour 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：Screw shell, grout sleeve and the steel of the wall
Framework square tubes soldering connects, 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
Be provided with contiguous block inside square tube, wall reserved angle bar connecting plate groove when production line pours, 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, horizontal and vertical neighboring walls are connected
Together, progress cement pours cast-in-place piece and seals angle bar connecting plate in reserved angle bar connecting plate groove；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 utility model are：
1st, the utility model organically combines steel construction and concrete structure, simple in construction, and prefabricated rate easy for installation can be with
Reach more than 85%；
2nd, the utility model steelwork component one-piece casting, without carrying out Fireproof antirust processing, is also not required among wall
Later maintenance is wanted, effectively reduces production and use cost；
3rd, the cast-in-place waterproof abaculus in the utility model exterior wall junction, effectively prevents exterior wall seepage, with using marine glue
Bar, which is compared, not to be had to worry problem of aging, can be achieved with building the same life-span；
4th, the utility model house type uses modularized design, is easy to use mould to organize heavy industrialization on a production line
Production, mould utilization factor is high, and production efficiency is high, and building cost is low；
5th, the utility model basis adds the combination of grout sleeve to connect with wall or levels wall connecting using screw shell
Mode is connect, screw shell, which is welded on steel frame, to be used as hole for hoist；Both it is easy to execute-in-place, can also ensures height side
To globality；
6th, the utility model roof can effectively prevent interlayer seepage using overlapping floor slab structure good integrity.
Brief description of the drawings：
Fig. 1 is structural representation of the present utility model.
Fig. 2 is basis of the present utility model and wall（Orlop wall）Connection diagram.
Fig. 3 is partial enlarged drawing in Fig. 2 of the present utility model.
Fig. 4 is wall steel-frame structure schematic diagram of the present utility model.
Fig. 5 is wall and surface cloth muscle structural representation of the present utility model.
Fig. 6 is wall body structure schematic diagram of the present utility model.
Fig. 7 is the interlayer attachment structure of levels wall of the present utility model.
Fig. 8 is partial enlarged drawing in Fig. 7 of the present utility model.
Fig. 9 is floor plates of the present utility model（When not pouring）Structural representation.
Figure 10 is connecting node schematic top plan view of the present utility model.
Figure 11 is connecting node of the present utility model " L " type A partial enlarged drawings.
Figure 12 is connecting node T-shape B1 partial enlarged drawings of the present utility model.
Figure 13 is connecting node T-shape B2 partial enlarged drawings of the present utility model.
Figure 14 is connecting node of the present utility model " ┼ " type C partial enlarged drawings.
Embodiment：
Referring to accompanying drawing：
Assembled arthitecutral structure system, including basis 1, wall 2, floor plates 3, the armored concrete at the construction field (site) of basis 1
Pour and 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 kinds）, connected using angle bar connecting plate 4 at " ┼ " type C connecting nodes；
Orlop wall 2 is connected with basis 1, and floor plates 5 are connected between levels wall and at the top of the superiors' wall；
Floor plates 3 use laminated floor slab form, and thickness direction bottom 30% ~ 40% is poured in factory, and top 70% ~ 60% is being applied
Work field 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, the wall being placed 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 spiral shell
The grout sleeve 5 of one end insertion upper wall body of line, high intensity Grouting Cement 8 is poured into solidifying from grouting mouth behind correction wall position
Gu.
Basis 1 is reinforced concrete foundation, including basic the muscle 1-2 and screw shell 6 being distributed 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 are supported based on steel frame 2-1, steel frame 2-1 or so the side frames that wall 2 is formed including square tubes soldering, upper and lower sides
The middle part of frame is provided with secondary support 10；
Metope muscle 2-2 is provided with each side frame of steel frame and between upper and lower side frame opposite face, metope muscle 2-2 is reinforcing bar
Net, steel frame 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.
Screw shell 6, the grout sleeve 5 of wall 2 are connected with steel frame square tubes soldering, with bar-mat reinforcement butting in wall 2.
Screw shell 7, the grout sleeve 8 of wall 2 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 pours in production line
When reserved angle bar connecting plate groove 12, during site operation, connecting bolt 13 sequentially passes through the main support of angle bar connecting plate 4, 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, reserved in angle bar connecting plate groove 12
Progress cement pours cast-in-place piece 16 and seals angle bar connecting plate 4；It is embedding that waterproof is 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 the opening position of wall connecting hole 14 is provided with reserved connection board slot
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, which pours, to be formed；
Wall is pre-formed in the factory using steel frame construction, L-shaped between neighboring walls, T-shape, " ┼ " type connection section
Connected at point using angle bar connecting plate；
Orlop wall is connected with basis, and floor plates are connected between levels wall and at the top of the superiors' wall；
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 between upper wall and lower floor's wall using the composite joint mode of grout sleeve and screw shell, 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
Starch 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 is poured into solidification from grouting mouth behind correction wall position.
3. assembled arthitecutral structure system according to claim 1, it is characterised in that described basis is armored concrete
Basis, including the basic muscle and screw shell being distributed in concrete, basic muscle multilayer are parallel transversely disposed in concrete, spiral shell
Line sleeve it is longitudinally spaced arrangement and every be welded to connect with multilayer basis muscle.
4. assembled arthitecutral structure system according to claim 1, is further characterized in that：The wall includes square tubes soldering
Supported based on steel frame, steel frame or so the side frame of composition, the middle part of upper and lower side frame is provided with secondary support；
Be provided with metope muscle on each side frame of steel 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
Be provided with contiguous block inside support and secondary supporting square tube, wall reserves angle bar connecting plate groove when production line pours, and during site operation, connects
Screw bolt passes angle bar connecting plate, the main support of wall steel frame and secondary supporting square tube screw and stretch into contiguous block, will be laterally and vertical
Linked together to neighboring walls, progress cement pours cast-in-place piece and seals angle bar connecting plate in reserved angle bar connecting plate groove；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 are 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 |
|---|---|---|---|
| CN201720243419.9U CN206737200U (en) | 2017-03-10 | 2017-03-10 | A kind of assembled arthitecutral structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720243419.9U CN206737200U (en) | 2017-03-10 | 2017-03-10 | A kind of assembled arthitecutral structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206737200U true CN206737200U (en) | 2017-12-12 |
Family
ID=60557607
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720243419.9U Expired - Fee Related CN206737200U (en) | 2017-03-10 | 2017-03-10 | A kind of assembled arthitecutral structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206737200U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760059A (en) * | 2017-03-10 | 2017-05-31 | 阜阳市兴华机械装备有限公司 | A kind of assembled arthitecutral structure system |
| CN111809741A (en) * | 2020-08-02 | 2020-10-23 | 京山俊平机电科技有限公司 | Connecting device for concrete outer wall and steel structure building |
| CN113417381A (en) * | 2021-03-04 | 2021-09-21 | 山东中信华安建设集团有限公司 | Assembled integral few reinforced concrete shear wall structure |
-
2017
- 2017-03-10 CN CN201720243419.9U patent/CN206737200U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760059A (en) * | 2017-03-10 | 2017-05-31 | 阜阳市兴华机械装备有限公司 | A kind of assembled arthitecutral structure system |
| CN106760059B (en) * | 2017-03-10 | 2023-12-08 | 柏志新 | Assembled building structure system |
| CN111809741A (en) * | 2020-08-02 | 2020-10-23 | 京山俊平机电科技有限公司 | Connecting device for concrete outer wall and steel structure building |
| CN113417381A (en) * | 2021-03-04 | 2021-09-21 | 山东中信华安建设集团有限公司 | Assembled integral few reinforced concrete shear wall structure |
| CN113417381B (en) * | 2021-03-04 | 2023-09-01 | 山东中信华安建设集团有限公司 | Assembled integral few muscle concrete shear wall structure |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171212 Termination date: 20190310 |
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| CF01 | Termination of patent right due to non-payment of annual fee |