CN206554274U - Novel fabricated timber buildings cross steel plate connecting node - Google Patents
Novel fabricated timber buildings cross steel plate connecting node Download PDFInfo
- Publication number
- CN206554274U CN206554274U CN201720049778.0U CN201720049778U CN206554274U CN 206554274 U CN206554274 U CN 206554274U CN 201720049778 U CN201720049778 U CN 201720049778U CN 206554274 U CN206554274 U CN 206554274U
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- China
- Prior art keywords
- steel plate
- cross steel
- node
- center pillar
- rectangular beam
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Abstract
The utility model is mainly used in Modern Wood Construction assembling field there is provided the building node connected mode of a kind of novel fabricated timber buildings cross steel plate connecting node, more particularly to a kind of timber structure industrialization.The utility model is main to be made up of cross steel piece node, center pillar, rectangle beam and reinforcing firmware.It is characterized in that bean column node center pillar and surrounding rectangular beam will be anchored by split bolt up and down using cross steel plate.The utility model realizes the assembling of assembled wood frame construction using steel member as connector, forms stable structural system, has the advantages that node strength is high, connection is reliable, processing and fabricating is easy for installation, speed of application is fast, industrialization degree is high.
Description
Technical field：
The utility model is related to one kind in architectural engineering and realizes the problem of assembled wood frame construction is assembled, specifically
A kind of new timber buildings node is by the way of the connection of cross steel plate node.
Background technology：
Timber structure because its material day into, dead load is light, anti-seismic performance is good, sustainability is strong the advantages of, it is deep by people's
Like.But in architectural process, built speed is slower, particularly the Tenon node of Wood construction makes rather complicated, time-consuming, machinery
Change degree is low, and low production efficiency, labor strength is big.Also, Tenon position of joints compared to other spot sizes by
Weaken, be the weak link of structure, easily occur such as out of joint, cracking, fracture equivalent damage, or even be broken.Therefore, for
Upper problem, the purpose of the utility model patent is the wooden component assembled integrated of design, using Novel pole a tree, used in making timber for boats node, industrialization side
Assembling is carried out again after formula production.With sound construction, node strength is high, and connection is reliable, and easy to assembly, convenient transportation is applied
Work speed is fast, and the features such as industrialization degree is high can mitigate labor strength and workload significantly.
The content of the invention：
The purpose of this utility model is to provide a kind of novel fabricated timber buildings cross steel plate connecting node.It is main logical
Fabricated framework composition is crossed, the integration construction of building structure is realized.
To achieve the above object, the technical solution adopted in the utility model is as follows：
The utility model constructs a kind of novel fabricated timber buildings by effective combination of beam column and high-strength steel disc
Cross steel plate connecting node, to reduce the cumbersome of traditional Tenon node making, and improves the mechanical property of node, the utility model
Production efficiency is greatly improved, promotes industrialized development.The bean column node of this patent is by rectangular beam, center pillar and cross steel up and down
Plate is constituted, it is characterized in that：The cross steel plate is inserted in into the rectangular beam respectively and middle column end is preset in notch up and down, is passed through
Split bolt described in both sides realizes cross steel plate and the rectangular beam, the anchoring of the center pillar, and whole process should keep described
Rectangular beam is vertical with the center pillar.
The cross steel plate, in the both sides of one piece of integral plate, presses equal strength former by two blocks of steel plates using butt weld mode
Then it is welded into an entirety realization.Depending on its Size of welds should be according to thickness of slab, stress and detailing requiments.Joint edge is polished simultaneously
At a right angle, it is easy to rectangular beam, center pillar to install.The shearing and moment of flexure that cross steel plate steel plate thickness need to be born according to node are determined.Plate
Body is disposed with screw, and the screw spacing of same side plate is relative to be consistent, and aperture is determined according to project situation calculating.Number of Bolts
Depending on amount, diameter and spacing are according to specific stress, and the solid matter as far as possible in the case where steel plate net section satisfaction is required.
The center pillar up and down is prefabricated in the factory, and notch is reserved in end, the size of notch should with above and below cross steel plate
Interspersed portion size is consistent, is easy to the installation of cross steel plate upper and lower ends and levels center pillar, as shown in Figure 4.Meanwhile, in shaft
Relevant position has opened up corresponding screw along short transverse, and screw arrangement should be corresponded with the screw on cross steel plate, is easy to
The firm connection of center pillar and cross steel plate.
The rectangular beam is prefabricated in the factory, and notch is reserved in end, and the size of notch corresponding to cross steel plate should be worn
Plug part size is consistent, such as Fig. 4, is easy to the installation of cross steel plate and surrounding rectangular beam.Meanwhile, opened up along rectangular beam horizontal direction
Corresponding screw, screw position should be corresponded with the screwhole position on cross steel plate.It is real by the split bolt of both sides
The anchoring of existing cross steel plate and rectangular beam.
The split bolt uses zinc-plated split bolt.
Brief description of the drawings：
Fig. 1 is that cross steel plate screw arranges front view；
Fig. 2 is cross steel plate overall schematic；
Fig. 3 is that cross steel plate screw arranges top view；
Fig. 4 is joint structure overall schematic；
In figure, 1, rectangular beam, 2, center pillar, 3, screw, 4, cross steel plate, 5, notch, 6, split bolt.
Specific implementation：
With reference to Figure of description, the utility model is described in further detail：
As shown in Figure 1 to 4, the novel fabricated timber buildings cross steel plate connecting node is used as square using steel node
Ellbeam and middle column connected node, it is characterised in that：The steel node uses cross steel plate 4, is by the both sides of one piece of integral plate
One entirety is welded into by the principle of equal strength using butt weld mode with two blocks of steel plates respectively.Its Size of welds should be according to plate
Depending on thick, stress and detailing requiments.Joint edge is polished at a right angle simultaneously, is easy to rectangular beam, center pillar to install.Cross steel plate steel plate
The shearing and moment of flexure that thickness need to be born according to node are determined.
Screw 3 is arranged in the whole body of cross steel plate 4 according to mode described in Fig. 1~Fig. 4, and the distance between screw 3 should be kept
Identical, aperture is determined according to project situation calculating.Depending on quantity, diameter and the spacing of the split bolt are according to specific stress,
And solid matter of being tried one's best under requirement is met in steel plate net section.
The center pillar up and down is prefabricated in the factory, and notch is reserved in end, the size of notch should with above and below cross steel plate
Accordingly interspersed portion size is consistent, is easy to the installation of cross steel plate upper and lower ends and levels center pillar, as shown in Figure 4.Meanwhile,
Shaft relevant position opens up corresponding screw along height, and screw arrangement is corresponded with the screw on cross steel plate, is easy to center pillar
With the firm connection of cross steel plate.
The rectangular beam is prefabricated in the factory, and notch is reserved in end, and the size of notch corresponding to cross steel plate should be worn
Plug part size is consistent, such as Fig. 4, is easy to the installation of cross steel plate and surrounding rectangular beam.Meanwhile, opened up along rectangular beam horizontal direction
Corresponding screw, screw arrangement should be corresponded with the screwhole position on cross steel plate.Ten are realized by the split bolt of both sides
The anchoring of word steel plate and rectangular beam.
Claims (2)
1. a kind of novel fabricated timber buildings cross steel plate connecting node, it is characterised in that：Connection is used as using cross steel plate
Component, is respectively interposed in surrounding rectangular beam, up and down in the reserved notch of middle column end, and by split bolt by cross steel plate with
Center pillar is fixedly connected with integral device with rectangular beam.
2. the cross steel plate according to claim 1, it is characterised in that by the both sides of one piece of integral plate respectively with two blocks of steel
Plate is welded into an entirety using butt weld mode by the principle of equal strength.Its Size of welds should be according to thickness of slab, stress and construction
It is required that depending on.Joint edge is polished at a right angle simultaneously, is easy to rectangular beam, center pillar to install.Cross steel plate steel plate thickness need to be according to section
The shearing and moment of flexure that point is born are determined.Plate body is disposed with screw, and the screw spacing of same side plate is relative to be consistent, aperture according to
Project situation calculates to determine.Depending on bolt quantity, diameter and spacing are according to specific stress, met in steel plate net section under requiring
In the case of as far as possible solid matter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720049778.0U CN206554274U (en) | 2017-01-09 | 2017-01-09 | Novel fabricated timber buildings cross steel plate connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720049778.0U CN206554274U (en) | 2017-01-09 | 2017-01-09 | Novel fabricated timber buildings cross steel plate connecting node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206554274U true CN206554274U (en) | 2017-10-13 |
Family
ID=60359153
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720049778.0U Expired - Fee Related CN206554274U (en) | 2017-01-09 | 2017-01-09 | Novel fabricated timber buildings cross steel plate connecting node |
Country Status (1)
| Country | Link |
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| CN (1) | CN206554274U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222289A (en) * | 2018-03-22 | 2018-06-29 | 南京工业大学 | A kind of assembled bamboo wood beam-column joint connecting structure |
| CN108316476A (en) * | 2018-03-07 | 2018-07-24 | 王昆 | A kind of timber structure connecting node and its construction method |
| CN108385838A (en) * | 2018-02-09 | 2018-08-10 | 上海市建筑科学研究院 | A kind of energy consumption timber structure node for pasting recombination bamboo clappers |
| CN108708460A (en) * | 2018-07-27 | 2018-10-26 | 南京林业大学 | A kind of beam-column hinged device of wood frame construction |
| CN109113185A (en) * | 2018-07-25 | 2019-01-01 | 深圳市君盈建筑科技有限公司 | A kind of beam column hinged node structure |
| CN109296079A (en) * | 2018-11-24 | 2019-02-01 | 沈阳建筑大学 | A kind of assembled timber structure beam-column connection |
| CN109930746A (en) * | 2019-04-01 | 2019-06-25 | 南京林业大学 | A kind of assembled bamboo wooden frame column and its connector, assembly and disassembly methods and bamboo-wood structure node |
| CN110318471A (en) * | 2019-05-23 | 2019-10-11 | 湖南风河竹木科技股份有限公司 | A kind of novel bamboo structure house frame connecting structure |
| CN110984380A (en) * | 2019-12-25 | 2020-04-10 | 福建汉宏工程建设有限公司 | Steel frame structure of building and assembling method |
| CN112663868A (en) * | 2020-12-04 | 2021-04-16 | 上海市建筑科学研究院有限公司 | Embedded steel plate reinforced engineering bamboo component and preparation method thereof |
| CN113944230A (en) * | 2021-10-17 | 2022-01-18 | 沈中勤 | Quick connection assembly of steel structure and steel structure building thereof |
-
2017
- 2017-01-09 CN CN201720049778.0U patent/CN206554274U/en not_active Expired - Fee Related
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385838A (en) * | 2018-02-09 | 2018-08-10 | 上海市建筑科学研究院 | A kind of energy consumption timber structure node for pasting recombination bamboo clappers |
| CN108316476B (en) * | 2018-03-07 | 2021-01-08 | 深圳市天域空间设计研究院有限公司 | Wood structure connecting joint and construction method thereof |
| CN108316476A (en) * | 2018-03-07 | 2018-07-24 | 王昆 | A kind of timber structure connecting node and its construction method |
| CN108222289A (en) * | 2018-03-22 | 2018-06-29 | 南京工业大学 | A kind of assembled bamboo wood beam-column joint connecting structure |
| CN109113185A (en) * | 2018-07-25 | 2019-01-01 | 深圳市君盈建筑科技有限公司 | A kind of beam column hinged node structure |
| CN108708460A (en) * | 2018-07-27 | 2018-10-26 | 南京林业大学 | A kind of beam-column hinged device of wood frame construction |
| CN109296079A (en) * | 2018-11-24 | 2019-02-01 | 沈阳建筑大学 | A kind of assembled timber structure beam-column connection |
| CN109296079B (en) * | 2018-11-24 | 2024-04-16 | 沈阳建筑大学 | Assembled wood structure beam column connected node |
| CN109930746A (en) * | 2019-04-01 | 2019-06-25 | 南京林业大学 | A kind of assembled bamboo wooden frame column and its connector, assembly and disassembly methods and bamboo-wood structure node |
| CN109930746B (en) * | 2019-04-01 | 2022-05-20 | 南京林业大学 | Assembled bamboo-wood beam column, connecting piece, assembling and disassembling method thereof and bamboo-wood structure node |
| CN110318471A (en) * | 2019-05-23 | 2019-10-11 | 湖南风河竹木科技股份有限公司 | A kind of novel bamboo structure house frame connecting structure |
| CN110984380A (en) * | 2019-12-25 | 2020-04-10 | 福建汉宏工程建设有限公司 | Steel frame structure of building and assembling method |
| CN112663868A (en) * | 2020-12-04 | 2021-04-16 | 上海市建筑科学研究院有限公司 | Embedded steel plate reinforced engineering bamboo component and preparation method thereof |
| CN113944230A (en) * | 2021-10-17 | 2022-01-18 | 沈中勤 | Quick connection assembly of steel structure and steel structure building thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171013 Termination date: 20190109 |