CN206916952U - A kind of vertical free shearing resistance bearing - Google Patents
A kind of vertical free shearing resistance bearing Download PDFInfo
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- CN206916952U CN206916952U CN201720905016.6U CN201720905016U CN206916952U CN 206916952 U CN206916952 U CN 206916952U CN 201720905016 U CN201720905016 U CN 201720905016U CN 206916952 U CN206916952 U CN 206916952U
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- sleeve
- adjustable pipe
- pore
- rebound
- shearing resistance
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Abstract
The utility model 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, the prismatic pair of vertical direction is formed with sleeve, steel-pipe welding is at the top of adjustable pipe；The utility model realizes the slidably operative constraint 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, needs to realize the situation that horizontal direction constraint, vertical direction freely connect especially suitable for roof structure truss or beam；Easy to make quick, connection is reliable, and stress performance is good, and economy is superior.
Description
Technical field
It the utility model is related to building structure technology field, and in particular to a kind of branch for roof structure truss or beam
Seat.
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 freedom of the constraint of vertical direction and horizontal direction can be realized for the bearing of roof structure truss or beam
Or constraint.In recent years, with scientific and technological level development and building structure continuous innovation, there are some and 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 meet the needs of this kind building.
Utility model content
The utility model is precisely in order to avoid the weak point 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,
The prismatic pair of vertical direction is formed with the sleeve；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 slides.
Further, in addition to floor, each floor are located at the cartridge exterior, connect with the sleeve and the rebound
Connect, for strengthening the intensity of 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 utility model provides a kind of vertical free shearing resistance bearing, has 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 slidably operative constraint with horizontal direction in structural vertical direction, reach the purpose of vertical free horizontal shear；
2nd, stress performance is good, and horizontal shear performance is good, needs to realize level side especially suitable for roof structure truss or beam
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 present utility model；
Fig. 2 is cross section structure diagram of the present utility model.
In figure：
1st, post；2nd, anchor slab；3rd, rebound；41st, sleeve, 42, adjustable pipe, 43, end plate, 44, floor；5th, steel pipe.
Embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Type embodiment, the technical scheme in the embodiment of the utility model is clearly and completely described, it is clear that described implementation
Example is the utility model part of the embodiment, rather than whole embodiments.Based on the embodiment in the utility model, this area
The every other embodiment that those of ordinary skill is obtained under the premise of creative work is not made, belongs to the utility model
The scope of protection.
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 are 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 are set through pore and coordinated with pore, and the prismatic pair of vertical direction is formed with 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.
Preferably, 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.
Preferably, in addition to floor 44, each floor 44 outside sleeve 41, are connected with sleeve 41 and rebound 3, are used
In the intensity for strengthening sleeve 41.
Preferably, adjustable pipe 42 and the fit system of pore coordinate for gap.
Preferably, 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, and pore is
Square or circular, the phase of adjustable pipe 42 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, realize 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 and deposited between these entities or operation
In any this actual relation or order.Moreover, term " comprising ", "comprising" or its any other variant are intended to
Nonexcludability includes, so that process, method, article or equipment including a series of elements not only will including those
Element, but also the other element including being not expressly set out, or it is this process, method, article or equipment also to include
Intrinsic key element.In the absence of more restrictions, the key element limited by sentence "including a ...", it is not excluded that
Other identical element also be present in process, method, article or equipment including the key element.
Above example is only to illustrate the technical solution of the utility model, rather than its limitations；Although with reference to foregoing reality
Example is applied the utility model is described in detail, it will be understood by those within the art that：It still can be to preceding
State the technical scheme described in each embodiment to modify, or equivalent substitution is carried out to which part technical characteristic；And these
Modification is replaced, and the essence of appropriate technical solution is departed from the spirit and model of various embodiments of the utility model technical scheme
Enclose.
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 of vertical direction is formed with the sleeve (41)；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.
A kind of 2. 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) are matched with the sleeve (41), for limiting the direction of the adjustable pipe (42) slip.
A kind of 3. 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).
A kind of 4. 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.
A kind of 5. 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 |
|---|---|---|---|
| CN201720905016.6U CN206916952U (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 |
|---|---|---|---|
| CN201720905016.6U CN206916952U (en) | 2017-07-25 | 2017-07-25 | A kind of vertical free shearing resistance bearing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206916952U true CN206916952U (en) | 2018-01-23 |
Family
ID=61348684
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720905016.6U Active CN206916952U (en) | 2017-07-25 | 2017-07-25 | A kind of vertical free shearing resistance bearing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206916952U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190862A (en) * | 2017-07-25 | 2017-09-22 | 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 CN201720905016.6U patent/CN206916952U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190862A (en) * | 2017-07-25 | 2017-09-22 | 安徽富煌钢构股份有限公司 | A kind of vertical free shearing resistance bearing |
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