CN109024890A - Pretightning force connection node device for steel structure modularization building - Google Patents
Pretightning force connection node device for steel structure modularization building Download PDFInfo
- Publication number
- CN109024890A CN109024890A CN201810996836.XA CN201810996836A CN109024890A CN 109024890 A CN109024890 A CN 109024890A CN 201810996836 A CN201810996836 A CN 201810996836A CN 109024890 A CN109024890 A CN 109024890A
- Authority
- CN
- China
- Prior art keywords
- pretightning force
- upper head
- plates
- node device
- connection node
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 20
- 239000010959 steel Substances 0.000 title claims abstract description 20
- 239000000463 material Substances 0.000 claims abstract description 5
- 238000010276 construction Methods 0.000 claims description 8
- 238000007596 consolidation process Methods 0.000 claims description 3
- 238000009417 prefabrication Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 230000036316 preload Effects 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 3
- 241000283080 Proboscidea <mammal> Species 0.000 description 2
- 230000003796 beauty Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2421—Socket type connectors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2451—Connections between closed section profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/246—Post to post connections
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
Abstract
The present invention provides a kind of pretightning force connection node device for steel structure modularization building, and for connecting the cabinet of upper and lower, left and right combination four modular architecturals, the cabinet includes the column on angle；The connection node device includes two upper head plates, two bottom plates and at least one connecting plate, wherein, two upper head plates are located below the top of two cabinet columns, the bottom of two bottom plates, two cabinet columns located above, it is respectively provided with groove in two upper head plates of same layer or two bottom plates, the connecting plate is located in the groove of two upper head plates or in the groove of two bottom plates；Two first through hole and two the second through-holes are respectively equipped at the center of described two upper head plates, two bottom plates, the first through hole that strip connector passes perpendicularly through two upper head plates is set, setting pretightning force sleeve covers on the connector, the pretightning force sleeve passes perpendicularly through the second through-hole of the bottom plate, injects grouting material in the pretightning force sleeve.
Description
Technical field
The invention belongs to modular architectural technical fields, and in particular to a kind of pretightning force for steel structure modularization building
Connection node device.
Background technique
Modular architectural is that building body is divided into several space modules, and fine fitment, which is even cleaned, all to be completed in factory, so
After transport to building site and build house as playing with building blocks.The design of modular architectural technology collection, factory's manufacture, building site are built and are checked and accepted
It is integrated, it can form many spaces, the reasonable utilization in these spaces, by Economization on land between cell cube.Modular architectural is opened
The concept of old Container Reconstruction is incorporated modular architectural by the new space for having warded off container development, while effectively reducing cost,
The recycling of container is farthest realized, is made that best note for energy-saving and emission-reduction.The company of usual modular architectural
Corner fittings connection was connected, corner fittings connection has the disadvantage in that 1, is only applicable to single story building；2, when there are four node (columns) to be connected
When, corner fittings cannot achieve；3, high-precision requirement is not can guarantee；4, it is applied in building scenes, shows effect unsightly.It is right
It needs to be arranged the form of connecting node for the container construction of multilayer to meet shearing resistance between cabinet etc., therefore is badly in need of setting
Novel joint form is counted, the development of modular architectural is met.
Summary of the invention
Purpose of the invention is to overcome the shortcomings in the prior art, provide it is a kind of for steel structure modularization building
Pretightning force connection node device.
In order to achieve the above object, the invention is realized by the following technical scheme:
It is upper and lower, four left and right combination for connecting for the pretightning force connection node device of steel structure modularization building
The cabinet of modular architectural, the cabinet include the column on angle；The connection node device includes two upper head plates, two
A bottom plate and at least one connecting plate, wherein two upper head plates are located below the top of two cabinet columns, two bottom plates
The bottom of two cabinet columns located above is respectively provided with groove, the connection in two upper head plates of same layer or two bottom plates
Plate is located in the groove of two upper head plates or in the groove of two bottom plates, to connect two cabinet columns of same layer；Described
Two upper head plates, two bottom plates center be respectively equipped with two first through hole and two the second through-holes, setting strip connects
Part passes perpendicularly through the first through hole of two upper head plates, and the bottom of the connector is connect with upper head plate, and pretightning force sleeve set is arranged
On the connector, the pretightning force sleeve passes perpendicularly through the second through-hole of the bottom plate, the bottom of the pretightning force sleeve
Portion is connect with bottom plate, injects grouting material in the pretightning force sleeve, is tightly connected upper and lower layer box body column in advance.
Preferred embodiment in accordance with the present invention, the connector are reinforcing bar.
Preferred embodiment in accordance with the present invention, first through hole and the connector of the upper head plate are connected through a screw thread.
Second through-hole of preferred embodiment in accordance with the present invention, the bottom plate is connect with pretightning force sleeve weld.
Under the upper plane of preferred embodiment in accordance with the present invention, the connecting plate and the upper head plate or the bottom plate
Plane maintains an equal level.
Preferred embodiment in accordance with the present invention, the modular architectural include container construction, class container construction and its
The building of its prefabrication on-site consolidation.
Compared with prior art, the pretightning force connection node device for steel structure modularization building of the invention has such as
Down the utility model has the advantages that the pretightning force connection node device for steel structure modularization building of the invention, is suitable for multi-layered modular
Building, may be implemented the connection of four nodes of same layer modular architectural；It is insensitive to precision, modular architectural was not required
High required precision；In modular architectural field application, connection node device is hidden among modular architectural, not exposed,
Ensure beauty.
Detailed description of the invention
Fig. 1 is the structural representation of the pretightning force connection node device of the present invention for steel structure modularization building
Figure.
Fig. 2 is the side view of Fig. 1.
Fig. 3 is the A-A sectional view of Fig. 2.
Fig. 4 is the structural schematic diagram that one of cabinet column is hidden in Fig. 1.
Fig. 5 is the structural schematic diagram that the corresponding pretightning force sleeve of cabinet column is hidden in Fig. 4.
Fig. 6 is the structural schematic diagram that bottom plate is hidden in Fig. 5.
Specific embodiment
The present invention is described in detail with reference to the accompanying drawing.
Referring to Fig. 1-6, the pretightning force connection node device 1 for steel structure modularization building of the present embodiment, for connecting
It connects down, the cabinet of four modular architecturals of left and right combination, the cabinet includes the column 2 on angle；The connection section
Point device 1 includes two upper head plates, 11, two bottom plates 12 and at least one connecting plate 13, wherein two upper head plates 11 are located at
The top of following two cabinet column 2, the bottom of two bottom plates, 12 located above two cabinet columns 2, at two of same layer
Upper head plate 11 or two bottom plates 12 are respectively provided with groove, and (in the present embodiment, two bottom plates 12 on upper layer are respectively provided with groove
121), the connecting plate 13 be located in the grooves of two upper head plates 11 or in the groove of two bottom plates 12 (in the present embodiment,
The connecting plate 13 is located in the groove 121 of two bottom plates 12), to connect two cabinet columns 2 of same layer；Described two
The center of 11, two bottom plates 12 of upper head plate is respectively equipped with two first through hole 111 and two the second through-holes 122, and strip is arranged
Shape connector 14 passes perpendicularly through the first through hole 111 of two upper head plates 11, and the bottom of the connector 14 is connect with upper head plate 11,
On the connector 14, the pretightning force sleeve 15 passes perpendicularly through the second of the bottom plate 12 for 15 sets of pretightning force sleeve of setting
The bottom of through-hole 122, the pretightning force sleeve 15 is connect with bottom plate 12, injects grouting material in the pretightning force sleeve 15,
Layer box body column 2 is tightly connected in advance above and below making.
As the preferred embodiment of the present invention, the connector 14 is reinforcing bar.The first through hole 111 of the upper head plate 11 with
Connector 14 is connected through a screw thread.The second through-hole 122 and the pretightning force sleeve 15 of the bottom plate 12 are welded to connect.The connection
Fair (in the present embodiment, the connecting plate of the lower plane of the upper plane or the bottom plate 12 of plate 13 and the upper head plate 11
13 is fair with the lower plane of the bottom plate 12).
As the preferred embodiment of the present invention, the modular architectural include container construction, class container construction and its
The building of its prefabrication on-site consolidation.
The pretightning force connection node device 1 for steel structure modularization building of the present embodiment, it may also be used for connection is following
The cabinet of four sphere of movements for the elephants types and eight modular architecturals of four sphere of movements for the elephants types combination above, in above-mentioned connection node device
On the basis of do mutually isostructural extension.
The construction method of the above-mentioned pretightning force connection node device 1 for steel structure modularization building, including walk as follows
It is rapid:
Step (1), places lower box；
Step (2) is welded at the top of lower box column 2 and upper head plate 11；
Embedded bar 14, is passed perpendicularly through the first through hole 111 of upper head plate 11 by step (3), the bottom of embedded bar 14 with
Upper head plate 11 is threadedly coupled；
Step (4) is placed on upper head plate 11 after the bottom plate 12 for being connected with connecting plate 13 is passed through embedded bar 14；
Step (5), by 15 sets of pretightning force sleeve on embedded bar 14, the bottom of pretightning force sleeve 15 and bottom plate 12 are welded
It connects；
Step (6), upper box column 2 and bottom plate 12 are welded, and are installed in place by lifting with lower box column 2；
Step (7), injects grouting material in pretightning force sleeve 15, is tightly connected upper and lower box column in advance.
Compared with prior art, the pretightning force connection node device for steel structure modularization building of the invention has such as
Down the utility model has the advantages that the pretightning force connection node device for steel structure modularization building of the invention, is suitable for multi-layered modular
Building, may be implemented the connection of four nodes of same layer modular architectural；It is insensitive to precision, modular architectural was not required
High required precision；In modular architectural field application, connection node device is hidden among modular architectural, not exposed,
Ensure beauty.
Embodiment in the present invention is only used for that the present invention will be described, and is not construed as limiting the scope of claims limitation,
Other substantially equivalent substitutions that those skilled in that art are contemplated that, all fall in the scope of protection of the present invention.
Claims (6)
1. the pretightning force connection node device for steel structure modularization building, which is characterized in that for connecting upper and lower, left and right group
The cabinet of four modular architecturals closed, the cabinet include the column on angle；The connection node device includes two
Upper head plate, two bottom plates and at least one connecting plate, wherein two upper head plates are located below the top of two cabinet columns,
The bottom of two bottom plates, two cabinet columns located above is respectively provided with recessed in two upper head plates of same layer or two bottom plates
Slot, the connecting plate are located in the groove of two upper head plates or in the groove of two bottom plates, to connect two cabinets of same layer
Column；Two first through hole and two the second through-holes are respectively equipped at the center of described two upper head plates, two bottom plates, are arranged
Strip connector passes perpendicularly through the first through hole of two upper head plates, and the bottom of the connector is connect with upper head plate, and setting is pre-
Clamp force sleeve covers on the connector, and the pretightning force sleeve passes perpendicularly through the second through-hole of the bottom plate, the preload
The bottom of power sleeve is connect with bottom plate, injects grouting material in the pretightning force sleeve, is close to upper and lower layer box body column in advance
It connects.
2. the pretightning force connection node device according to claim 1 for steel structure modularization building, which is characterized in that
The connector is reinforcing bar.
3. the pretightning force connection node device according to claim 1 for steel structure modularization building, which is characterized in that
The first through hole of the upper head plate is connected through a screw thread with connector.
4. the pretightning force connection node device according to claim 1 for steel structure modularization building, which is characterized in that
Second through-hole of the bottom plate is connect with pretightning force sleeve weld.
5. the pretightning force connection node device according to claim 1 for steel structure modularization building, which is characterized in that
The lower plane of the upper plane or the bottom plate of the connecting plate and the upper head plate maintains an equal level.
6. the pretightning force connection node device according to claim 1 for steel structure modularization building, which is characterized in that
The modular architectural includes the building of container construction, class container construction and other prefabrication on-site consolidations.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810996836.XA CN109024890A (en) | 2018-08-29 | 2018-08-29 | Pretightning force connection node device for steel structure modularization building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810996836.XA CN109024890A (en) | 2018-08-29 | 2018-08-29 | Pretightning force connection node device for steel structure modularization building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109024890A true CN109024890A (en) | 2018-12-18 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810996836.XA Pending CN109024890A (en) | 2018-08-29 | 2018-08-29 | Pretightning force connection node device for steel structure modularization building |
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| Country | Link |
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| CN (1) | CN109024890A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110284732A (en) * | 2019-06-13 | 2019-09-27 | 中国矿业大学 | A kind of modular containers building connecting node |
| CN112095786A (en) * | 2020-08-10 | 2020-12-18 | 中建集成建筑有限公司 | Tubular grouting shear-resistant connection node structure between modules and construction method thereof |
| CN112095785A (en) * | 2020-08-10 | 2020-12-18 | 中建集成建筑有限公司 | Grouting connection structure of modular structure and construction method thereof |
| WO2023000340A1 (en) * | 2021-07-23 | 2023-01-26 | 青建智造(香港)有限公司 | System and method for connection of cubic structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988433A (en) * | 2017-04-29 | 2017-07-28 | 天津大学 | A kind of modular containers build connecting node |
| EP3258021A1 (en) * | 2016-06-17 | 2017-12-20 | Aménagement, Rénovation, Electricité S.A. | Construction module and modular construction system comprising one or more of said construction modules |
| CN107842113A (en) * | 2017-11-27 | 2018-03-27 | 优必（上海）建筑科技有限公司 | Modular architectural connection node device |
| CN207525902U (en) * | 2017-11-27 | 2018-06-22 | 优必（上海）建筑科技有限公司 | Modular architectural connection node device |
| CN207553293U (en) * | 2017-10-12 | 2018-06-29 | 中建科技有限公司深圳分公司 | The connection structure of modularization steel construction |
-
2018
- 2018-08-29 CN CN201810996836.XA patent/CN109024890A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP3258021A1 (en) * | 2016-06-17 | 2017-12-20 | Aménagement, Rénovation, Electricité S.A. | Construction module and modular construction system comprising one or more of said construction modules |
| CN106988433A (en) * | 2017-04-29 | 2017-07-28 | 天津大学 | A kind of modular containers build connecting node |
| CN207553293U (en) * | 2017-10-12 | 2018-06-29 | 中建科技有限公司深圳分公司 | The connection structure of modularization steel construction |
| CN107842113A (en) * | 2017-11-27 | 2018-03-27 | 优必（上海）建筑科技有限公司 | Modular architectural connection node device |
| CN207525902U (en) * | 2017-11-27 | 2018-06-22 | 优必（上海）建筑科技有限公司 | Modular architectural connection node device |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110284732A (en) * | 2019-06-13 | 2019-09-27 | 中国矿业大学 | A kind of modular containers building connecting node |
| CN110284732B (en) * | 2019-06-13 | 2024-02-27 | 中国矿业大学 | Modularized container building connection node |
| CN112095786A (en) * | 2020-08-10 | 2020-12-18 | 中建集成建筑有限公司 | Tubular grouting shear-resistant connection node structure between modules and construction method thereof |
| CN112095785A (en) * | 2020-08-10 | 2020-12-18 | 中建集成建筑有限公司 | Grouting connection structure of modular structure and construction method thereof |
| WO2023000340A1 (en) * | 2021-07-23 | 2023-01-26 | 青建智造(香港)有限公司 | System and method for connection of cubic structure |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 201201 building 1-2, 6111 Longdong Avenue, Pudong New Area, Shanghai Applicant after: Shanghai xunzhu Construction Technology Co.,Ltd. Address before: 201201 building 1-2, 6111 Longdong Avenue, Pudong New Area, Shanghai Applicant before: SHANGHAI XUNZHU BUILDING TECHNOLOGY Co.,Ltd. |
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| CB02 | Change of applicant information | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181218 |
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| WD01 | Invention patent application deemed withdrawn after publication |