CN107190862A - A kind of vertical free shearing resistance bearing - Google Patents
A kind of vertical free shearing resistance bearing Download PDFInfo
- Publication number
- CN107190862A CN107190862A CN201710610697.8A CN201710610697A CN107190862A CN 107190862 A CN107190862 A CN 107190862A CN 201710610697 A CN201710610697 A CN 201710610697A CN 107190862 A CN107190862 A CN 107190862A
- Authority
- CN
- China
- Prior art keywords
- sleeve
- adjustable pipe
- pore
- rebound
- shearing resistance
- 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
- 238000010008 shearing Methods 0.000 title claims abstract description 11
- 239000011148 porous material Substances 0.000 claims abstract description 18
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000005728 strengthening Methods 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000003466 welding Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 6
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction 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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of vertical free shearing resistance bearing, it is related to building structure technology field, including post, the rebound that is fixed on the anchor slab of column top and is connected to anchor slab upper surface, sleeve is fixed on rebound, sleeve is to have to push up bottomless tubular structure, and its top sets pore, and adjustable pipe sets through pore and coordinated with pore, with the prismatic pair of sleeve formation vertical direction, steel-pipe welding is at the top of adjustable pipe；The present invention realizes the operative constraint slidably with horizontal direction for being connected structural vertical direction, reaches the purpose of vertical free horizontal shear by setting the sleeve of tubular structure and the adjustable pipe of vertical direction prismatic pair being formed with sleeve；Stress performance is good, and horizontal shear performance is good, and being particularly suitable for use in roof structure truss or beam needs to realize the situation that horizontal direction constraint, vertical direction are freely connected；Easy to make quick, connection is reliable, and stress performance is good, and economy is superior.
Description
Technical field
The present invention relates to building structure technology field, and in particular to a kind of to be used for the bearing of roof structure truss or beam.
Background technology
Roof system is the building enclosure of house topmost, is one of most common structure in building.Set in conventional roof system building
In meter, typically require that the bearing for roof structure truss or beam can realize the constraint of vertical direction and the freedom of horizontal direction
Or constraint.In recent years, with scientific and technological level development and building structure continuous innovation, occur in that some require bearing in level
Direction can undertake horizontal shear under glass curtain wall or seismic loading, the vertical long span building construction freely connected,
Traditional seat structure can not discharge vertical force, it is difficult to the need for meeting this kind building.
The content of the invention
The present invention precisely in order to the weak point for avoiding present in above-mentioned prior art there is provided a kind of vertical free shearing resistance
Bearing.
The present invention adopts the following technical scheme that to solve technical problem：A kind of vertical free shearing resistance bearing, including post, be connected
In the column top anchor slab and be connected to the rebound of the anchor slab upper surface, sleeve is fixed on the rebound, described
Sleeve is to have to push up bottomless tubular structure, and its top sets pore, and adjustable pipe sets through the pore and coordinated with the pore,
With the prismatic pair of sleeve formation vertical direction；Steel pipe is with the adjustable pipe in adjustable pipe top and the steel pipe groove
Place is welded to connect.
Further, the adjustable pipe bottom sets end plate, and the end plate is matched with the sleeve, for limiting the work
The direction that dynamic pipe is slided.
Further, in addition to floor, each floor is located at the cartridge exterior, connects with the sleeve and the rebound
Connect, the intensity for strengthening the sleeve.
Further, the adjustable pipe and the fit system of the pore coordinate for gap.
Further, the anchor slab and the rebound are steel plate.
The invention provides a kind of vertical free shearing resistance bearing, have the advantages that：
1st, by setting the sleeve of tubular structure and the adjustable pipe of vertical direction prismatic pair being formed with sleeve, realize and be connected
The operative constraint slidably with horizontal direction in structural vertical direction, reaches the purpose of vertical free horizontal shear；
2nd, stress performance is good, and horizontal shear performance is good, and being particularly suitable for use in roof structure truss or beam needs to realize level side
Situation about freely being connected to constraint, vertical direction；
3rd, easy to make quick, connection is reliable, and stress performance is good, and economy is superior.
Brief description of the drawings
Fig. 1 is structural representation of the invention；
Fig. 2 is cross section structure diagram of the invention.
In figure：
1st, post；2nd, anchor slab；3rd, rebound；41st, sleeve, 42, adjustable pipe, 43, end plate, 44, floor；5th, steel pipe.
Embodiment
To make the purpose, technical scheme and advantage of the embodiment of the present invention clearer, below in conjunction with the embodiment of the present invention,
Technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is the present invention one
Divide embodiment, rather than whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art are not making
The every other embodiment obtained under the premise of creative work, belongs to the scope of protection of the invention.
As shown in Fig. 1~Fig. 2, its structural relation is：Including post 1, it is fixed on the anchor slab 2 at the top of post 1 and is connected to anchor slab 2
The rebound 3 of upper surface, sleeve 41 is fixed on rebound 3, and sleeve 41 is to have to push up bottomless tubular structure, and its top sets pipe
Hole, adjustable pipe 42 sets through pore and coordinated with pore, the prismatic pair with the formation vertical direction of sleeve 41；Steel pipe 5 and activity
Pipe 42 is welded to connect at the top of adjustable pipe 42 and the groove of steel pipe 5.
It is preferred that, the bottom of adjustable pipe 42 sets end plate 43, and end plate 43 is matched with sleeve 41, is slided for limiting adjustable pipe 42
Direction.
It is preferred that, in addition to floor 44, each floor 44 outside sleeve 41, is connected with sleeve 41 and rebound 3, is used
In the intensity for strengthening sleeve 41.
It is preferred that, adjustable pipe 42 and the fit system of pore coordinate for gap.
It is preferred that, anchor slab 2 and rebound 3 are steel plate.
Post 1 is steel column or reinforced column, and steel pipe 5 is the truss or beam of roof structure, is square tube or pipe, pore is
Square or circle, adjustable pipe 42 mutually should be square tube or pipe, and floor 44 is triangular steel plate.
When specifically used, adjustable pipe 42 is welded through pore with steel pipe 5, and sleeve 41 is welded on rebound 3, rebound 3
It is welded on anchor slab 2, anchor slab 2 is fixed by crab-bolt or pre-buried dowel with post 1.The cooperation of adjustable pipe 42 and pore and the He of end plate 43
The cooperation of sleeve 41 realizes the constraint of horizontal direction, meanwhile, formed between adjustable pipe 42 and end plate 43 and pore and sleeve 41
The prismatic pair of vertical direction, realizes the flexible connection of vertical direction.
It should be noted that herein, such as first and second or the like relational terms are used merely to a reality
Body or operation make a distinction with another entity or operation, and not necessarily require or imply these entities or deposited between operating
In any this actual relation or order.Moreover, term " comprising ", "comprising" or its any other variant are intended to
Nonexcludability is included, so that process, method, article or equipment including a series of key elements not only will including those
Element, but also other key elements including being not expressly set out, or also include being this process, method, article or equipment
Intrinsic key element.In the absence of more restrictions, the key element limited by sentence "including a ...", it is not excluded that
Also there is other identical element in process, method, article or equipment including the key element.
The above embodiments are merely illustrative of the technical solutions of the present invention, rather than its limitations；Although with reference to the foregoing embodiments
The present invention is described in detail, it will be understood by those within the art that：It still can be to foregoing each implementation
Technical scheme described in example is modified, or carries out equivalent substitution to which part technical characteristic；And these modification or
Replace, the essence of appropriate technical solution is departed from the spirit and scope of various embodiments of the present invention technical scheme.
Claims (5)
1. a kind of vertical free shearing resistance bearing, including post (1), the anchor slab (2) that is fixed at the top of the post (1) and it is connected to described
The rebound (3) of anchor slab (2) upper surface, it is characterised in that：Sleeve (41) is fixed on the rebound (3), the sleeve
(41) push up bottomless tubular structure to have, its top sets pore, adjustable pipe (42) set through the pore and with the pore
Coordinate, the prismatic pair with the sleeve (41) formation vertical direction；Steel pipe (5) is with the adjustable pipe (42) in the adjustable pipe
(42) it is welded to connect at top and the steel pipe (5) groove.
2. a kind of vertical free shearing resistance bearing according to claim 1, it is characterised in that：Adjustable pipe (42) bottom is set
End plate (43), the end plate (43) is matched with the sleeve (41), the direction for limiting the adjustable pipe (42) slip.
3. a kind of vertical free shearing resistance bearing according to claim 1, it is characterised in that：Also include floor (44), each rib
Plate (44) is outside located at the sleeve (41), is connected with the sleeve (41) and the rebound (3), for strengthening the set
The intensity of cylinder (41).
4. a kind of vertical free shearing resistance bearing according to claim 1, it is characterised in that：The adjustable pipe (42) with it is described
The fit system of pore coordinates for gap.
5. a kind of vertical free shearing resistance bearing according to claim 1, it is characterised in that：The anchor slab (2) and the mistake
Cab apron (3) is steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710610697.8A CN107190862A (en) | 2017-07-25 | 2017-07-25 | A kind of vertical free shearing resistance bearing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710610697.8A CN107190862A (en) | 2017-07-25 | 2017-07-25 | A kind of vertical free shearing resistance bearing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107190862A true CN107190862A (en) | 2017-09-22 |
Family
ID=59884605
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710610697.8A Pending CN107190862A (en) | 2017-07-25 | 2017-07-25 | A kind of vertical free shearing resistance bearing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107190862A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000120229A (en) * | 1998-10-19 | 2000-04-25 | Binifureemu Kogyo Kk | Installing device for roofing board |
| CN202280188U (en) * | 2011-10-11 | 2012-06-20 | 浙江精工钢结构有限公司 | Retractable roof vertical adjusting support |
| CN204081191U (en) * | 2014-09-16 | 2015-01-07 | 荣碧新 | A kind of slip properties of arched corrugated steel roof device |
| CN204456946U (en) * | 2014-12-31 | 2015-07-08 | 上海市机械施工集团有限公司 | A kind of elastic support of temporary support load |
| CN105350678A (en) * | 2015-11-26 | 2016-02-24 | 广州大学 | Novel three-dimensional shock isolation device with large vertical static rigidity |
| CN205153136U (en) * | 2015-11-11 | 2016-04-13 | 西安达盛隔震技术有限公司 | Vertical shock insulation support |
| CN105591218A (en) * | 2014-10-24 | 2016-05-18 | 向荣集团有限公司 | Intermediate connector of tubular bus |
| CN205677067U (en) * | 2016-06-22 | 2016-11-09 | 梅宏威 | A kind of prefabricated buildings framework |
| CN106245780A (en) * | 2016-09-23 | 2016-12-21 | 沈阳建筑大学 | Finite displacement buffering slip seat structure and assemble method |
| CN206916952U (en) * | 2017-07-25 | 2018-01-23 | 安徽富煌钢构股份有限公司 | A kind of vertical free shearing resistance bearing |
-
2017
- 2017-07-25 CN CN201710610697.8A patent/CN107190862A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000120229A (en) * | 1998-10-19 | 2000-04-25 | Binifureemu Kogyo Kk | Installing device for roofing board |
| CN202280188U (en) * | 2011-10-11 | 2012-06-20 | 浙江精工钢结构有限公司 | Retractable roof vertical adjusting support |
| CN204081191U (en) * | 2014-09-16 | 2015-01-07 | 荣碧新 | A kind of slip properties of arched corrugated steel roof device |
| CN105591218A (en) * | 2014-10-24 | 2016-05-18 | 向荣集团有限公司 | Intermediate connector of tubular bus |
| CN204456946U (en) * | 2014-12-31 | 2015-07-08 | 上海市机械施工集团有限公司 | A kind of elastic support of temporary support load |
| CN205153136U (en) * | 2015-11-11 | 2016-04-13 | 西安达盛隔震技术有限公司 | Vertical shock insulation support |
| CN105350678A (en) * | 2015-11-26 | 2016-02-24 | 广州大学 | Novel three-dimensional shock isolation device with large vertical static rigidity |
| CN205677067U (en) * | 2016-06-22 | 2016-11-09 | 梅宏威 | A kind of prefabricated buildings framework |
| CN106245780A (en) * | 2016-09-23 | 2016-12-21 | 沈阳建筑大学 | Finite displacement buffering slip seat structure and assemble method |
| CN206916952U (en) * | 2017-07-25 | 2018-01-23 | 安徽富煌钢构股份有限公司 | A kind of vertical free shearing resistance bearing |
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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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170922 |
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| RJ01 | Rejection of invention patent application after publication |