CN203296185U - Connecting joint structure of vertically adjacent main module unit frame columns in module building - Google Patents
Connecting joint structure of vertically adjacent main module unit frame columns in module building Download PDFInfo
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- CN203296185U CN203296185U CN2013203430286U CN201320343028U CN203296185U CN 203296185 U CN203296185 U CN 203296185U CN 2013203430286 U CN2013203430286 U CN 2013203430286U CN 201320343028 U CN201320343028 U CN 201320343028U CN 203296185 U CN203296185 U CN 203296185U
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Abstract
The utility model discloses a connecting joint structure of vertically adjacent main module unit frame columns in a module building. The connecting joint structure of the vertically adjacent main module unit frame columns in the module building comprises an upper module frame column, an upper module bottom frame girder, a lower module frame column and a lower module top frame girder; full penetration welding is adopted between the upper module frame column and the lower module frame column; an upper separating plate is welded to the lower end of the upper module frame column; a top plate and a lower separating plate are welded to the upper end of the lower module frame column; a welding auxiliary hole is formed in the position, on the upper portion of the upper separating plate or between the upper separating plate and the top plate, of the side wall of the upper module frame column; a sealing steel plate is welded to the outer face of the side wall provided with the welding auxiliary hole, the thickness of the sealing steel plate is equal to that of the side wall of the upper module frame column, and full penetration welding is adopted between the sealing steel plate and the side wall. The connecting joint structure of the vertically adjacent main module unit frame columns is suitable for a high rise with the module building of ten floors to thirty floors and has the strong earthquake-resistant function and the wind load resistant function.
Description
Technical field
The utility model relates to a kind of architectural structure system, relates in particular to the connected node structure of up and down between a kind of primary module unit.
Background technology
Building module is a kind of novel architectural structure system, and it can be widely used in the buildings such as house, office building, teaching building.In design of building structures, be divided into some space modules unit according to its house standard width of a room in an old-style house size and house depth size, be similar to the box-like unit of container, each box modules unit Qi Liang, post all adopt steel to make, and form the spatial steel structure framework.And top board and base plate be set, can require periphery according to building function can be side wall to be arranged or without side wall or with the side wall of window, and the finishings such as erection of doors and windows and metope are completed.Modular unit is according to building requirements, kitchen, washroom are provided with partition, and water, warm, electric fixtures and indoor staircase etc. have all installed, reach spendable finishing precision, the making of above modular unit and internal unit installation etc. are all made in factory, after with modular unit according to a definite sequence delivery to job site, according to drawing requirement, adopt crane that modular unit is successively spliced and superposes, form whole architectural structure system.
The utility model content
For above-mentioned prior art, the utility model provides the connected node structure of the neighbouring primary module unit framework of a kind of building module post, and the highrise building while being applicable to ten layers to 30 layers of building modules, have stronger antiseismic effect and ant wind load effect.
In order to solve the problems of the technologies described above, the technical scheme that the connected node of the neighbouring primary module unit framework of the utility model building module post structure is achieved is: comprise that upper module frame column, upper module underframe are set a roof beam in place, lower module frame column and lower module top frame beam, it is characterized in that, weld between described upper module frame column and described lower module frame column, the lower end of described upper module frame column is welded with upper spacer, and the upper end of described lower module frame column is welded with top board and lower clapboard; Be provided with welding process hole on the sidewall of described upper module frame column and in top or the position between upper spacer and top board of described upper spacer; The outside of described welding process hole place sidewall is welded with the sealing steel plate.
The connected node structure of the neighbouring primary module unit framework of the utility model building module post, wherein, be equipped with the concrete casting orifice on described upper spacer, top board and lower clapboard, be provided with 4 ventholes around described concrete casting orifice.The thickness of described sealing steel plate is identical with the sidewall thickness of described upper module frame column.The full penetration weldering is adopted in welding between described upper module frame column and described lower module frame column.The full penetration weldering is adopted in welding between described sealing steel plate and described sidewall.
Compared with prior art, the beneficial effects of the utility model are:
Be highrise building when ten layers to 30 layers of building modules, geological process and wind action are very large, and syndeton of the present utility model is adopted in the connection between adjacent primary module unit framework post, can reach effect antiseismic and wind resistance load.
Description of drawings
Fig. 1 is that the connected node of the neighbouring primary module unit framework of the utility model building module post is made schematic diagram;
Fig. 2 is A-A position profile figure in Fig. 1.
In figure:
1-welding hole 2-upper module frame column 31-upper spacer 32-lower clapboard
The 4-upper module underframe 5-top board 6-lower module top frame beam 7-lower module frame column of setting a roof beam in place
The 8-full penetration weldering 9-venthole 10-concrete casting orifice 11-lower frame epithelium absolute altitude of setting a roof beam in place
The specific embodiment
Below in conjunction with the specific embodiment, the utility model is described in further detail.
As shown in Figure 1, the connected node structure of the neighbouring primary module unit framework of a kind of building module of the utility model post, comprise that upper module frame column 2, upper module underframe set a roof beam in place 4, lower module frame column 7 and lower module top frame beam 6, adopt the full penetration weldering between described upper module frame column 2 and described lower module frame column 7, the full penetration weldering 8 as shown in the figure.The lower end of described upper module frame column 2 is welded with upper spacer 31, and the upper end of described lower module frame column 7 is welded with top board 5 and lower clapboard 32; In order to weld, need to open welding hole, when the height of Vierendeel girder (the upper module underframe sets a roof beam in place 4) hour, the top of described upper spacer 31 is provided with welding process hole 1; When the height of Vierendeel girder (the upper module underframe sets a roof beam in place 4) is larger, on the sidewall of described upper module the frame column 2 and position between upper spacer 31 and top board 5 is provided with welding process hole 1, the outside of described welding process hole 1 place sidewall is welded with the sealing steel plate, the thickness of described sealing steel plate is identical with the sidewall thickness of described upper module frame column 2, and full penetration is adopted in the welding between described sealing steel plate and described sidewall.When adopting concrete filled steel tube, as shown in Figure 2, be equipped with concrete casting orifice 10 on described upper spacer 31, top board 5 and lower clapboard 32, be provided with 4 ventholes 9 around described concrete casting orifice.Reference numeral 11 in figure is the lower frame epithelium absolute altitude of setting a roof beam in place.
The utility model welded construction is formed by the following method that is welded to connect:
When Vierendeel girder (the upper module underframe sets a roof beam in place 4) height hour, snap and connect fabrication hole 1 on the top of the upper spacer 31 of the lower end of upper module frame column 2; Only there is upper spacer 31 lower end of upper module frame column 2, and without base plate, the four sides side plate of upper module frame column 2 is beforehand with 45 ° of grooves; The height of the upper end of lower module frame column 7 corresponding lower module top frame beam 6 makes top board 5 and lower clapboard 32(makes usually in factory); When with 2 installations of lower module frame column, docking, a side on the top of the upper spacer 31 of upper module frame column 2 lower ends is reserved welding process hole 1, and as shown in the figure, the width of this welding process hole 1 is not less than 200mm, highly be not less than 300mm, should be convenient to manual stretch in hole be welded as suitable; Behind upper and lower module frame trestle 2 and 7 location, adopt the penetration fillet welding that two frame column four side plates are welded into integral body, and then the dividing plate of burn-oning.
When Vierendeel girder (the upper module underframe sets a roof beam in place 4) was highly larger, a side was reserved welding process hole between the upper spacer 31 of upper module frame column 2 lower ends and top board 5, and the width of this welding process hole is not less than 200mm, highly is not less than 300mm.
When adopting concrete filled steel tube, concrete casting orifice 10 is set, its diameter generally should not, less than Φ 150mm, when not adopting concrete to inject, not opened this hole.
After weld seam is qualified after testing, then seal welding process hole, the sealing steel plate, with the thickness of frame column, connects into integral body with former frame column full penetration.
Although the above is described the utility model in conjunction with figure; but the utility model is not limited to the above-mentioned specific embodiment; the above-mentioned specific embodiment is only schematic; rather than restrictive; those of ordinary skill in the art is under enlightenment of the present utility model;, in the situation that do not break away from the utility model aim, can also make a lot of distortion, within these all belong to protection of the present utility model.
Claims (5)
1. the connected node of the neighbouring primary module unit framework of a building module post is constructed, comprise that upper module frame column (2), upper module underframe are set a roof beam in place (4), lower module frame column (7) and lower module top frame beam (6), it is characterized in that, welding between described upper module frame column (2) and described lower module frame column (7), the lower end of described upper module frame column (2) is welded with upper spacer (31); The upper end of described lower module frame column (7) is welded with top board (5) and lower clapboard (32); On the sidewall of described upper module frame column (2) and be positioned at the top of described upper spacer (31) or be positioned at upper spacer (31) and top board (5) between position be provided with welding process hole (1); Described welding process hole (1) has the sealing steel plate after the welding of upper and lower frames trestle.
2. the connected node of the neighbouring primary module unit framework of building module post is constructed according to claim 1, it is characterized in that, be equipped with concrete casting orifice (10) on described upper spacer (31), top board (5) and lower clapboard (32), be provided with 4 ventholes (9) around described concrete casting orifice.
3. the connected node of the neighbouring primary module unit framework of building module post is constructed according to claim 1, it is characterized in that, the thickness of described sealing steel plate is identical with the sidewall thickness of described upper module frame column (2).
4. the connected node of the neighbouring primary module unit framework of building module post is constructed according to claim 1, it is characterized in that, the full penetration weldering is adopted in the welding between described upper module frame column (2) and described lower module frame column (7).
5. the connected node of the neighbouring primary module unit framework of building module post is constructed according to claim 1, it is characterized in that, the full penetration weldering is adopted in the welding between described sealing steel plate and described sidewall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203430286U CN203296185U (en) | 2013-06-14 | 2013-06-14 | Connecting joint structure of vertically adjacent main module unit frame columns in module building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203430286U CN203296185U (en) | 2013-06-14 | 2013-06-14 | Connecting joint structure of vertically adjacent main module unit frame columns in module building |
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| Publication Number | Publication Date |
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| CN203296185U true CN203296185U (en) | 2013-11-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2013203430286U Expired - Fee Related CN203296185U (en) | 2013-06-14 | 2013-06-14 | Connecting joint structure of vertically adjacent main module unit frame columns in module building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616813A (en) * | 2019-10-10 | 2019-12-27 | 苏州市建设工程质量检测中心有限公司 | Be suitable for steel construction module connection structure for building |
-
2013
- 2013-06-14 CN CN2013203430286U patent/CN203296185U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616813A (en) * | 2019-10-10 | 2019-12-27 | 苏州市建设工程质量检测中心有限公司 | Be suitable for steel construction module connection structure for building |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131120 |
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| CF01 | Termination of patent right due to non-payment of annual fee |