CN207700392U - A kind of gate periphery wind resisting structure - Google Patents
A kind of gate periphery wind resisting structure Download PDFInfo
- Publication number
- CN207700392U CN207700392U CN201721790128.8U CN201721790128U CN207700392U CN 207700392 U CN207700392 U CN 207700392U CN 201721790128 U CN201721790128 U CN 201721790128U CN 207700392 U CN207700392 U CN 207700392U
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- wind
- truss
- gable
- column
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- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 229920003266 Leaf® Polymers 0.000 claims description 9
- 239000007787 solid Substances 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 14
- 238000010586 diagram Methods 0.000 description 3
- 238000009408 flooring Methods 0.000 description 3
- 238000013475 authorization Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
Abstract
The utility model is related to a kind of gate periphery wind resisting structures, including gable, the gable is equipped with door opening, the gable is located at the door opening both sides and is equipped with the wind-resistant column being wholely set with the gable, the high settings such as the wind-resistant column and the gable, on the gable rigid-frame column is respectively provided with positioned at wind-resistant column both sides, the rigid frame top end is higher than the peak of the door opening, the rigid-frame column is two and is equipped with the wind truss of wind load resistance in door top mark height, the wind-resistant column is equipped with the catching device for accepting the wind truss, in this way, bearing each other between wind-resistant column and wind truss, it is used wind truss as the horizontal seat of wind-resistant column.Wind truss rests on above-mentioned wind-resistant column, and wind-resistant column is also as the vertical support of wind truss.This way, most ingenious to the stress of wind truss, wind-resistant column, material is most saved.
Description
Technical field
The utility model is related to the realm of building construction, more particularly to a kind of gate periphery wind resisting structure.
Background technology
With the fast development of modern industry, various workshops rise abruptly ground and rise, dazzling, every structure of the people to workshop
Also increasingly pay attention to, it is proposed that higher requirement, and when gable span is bigger, need that wind-resistant column is arranged.If gable is wanted
Door opening is opened, common practices is Men Dingshe wind truss, and truss rests on the rigid-frame column of both sides, and door both sides wind-resistant column is with wind truss
For horizontal seat.Or wind-resistant column, to gable top, Men Dingshe wind resistance girder steels, girder steel is shelved on wind-resistant column.
Authorization Notice No. is that the Chinese patent of " CN204804035U " discloses a kind of Single-Story Mill Bents structure comprising
Longitudinal exterior wall, crane girder, pillar, roof truss, roof boarding, the top of a wall column, wind-resistant column, gable, plinth, window hole, aproll, foundation beam,
Linking beam and flooring；The longitudinal direction exterior wall setting is in crane girder one end and longitudinal exterior wall side fixation pillar；The pillar
It fixes and contacts with flooring；The roof truss setting is in crane girder top and roof truss and roof boarding close contact；The top of a wall column
Setting is in roof boarding one end and the top of a wall column side setting wind-resistant column；The top of a wall column and wind-resistant column are all in close contact with gable；Institute
It states plinth setting and opens up window hole in gable bottom end and plinth side；The aproll is arranged in window hole side, and aproll one
Foundation beam is arranged in side；The foundation beam is fixedly connected with pillar and foundation beam is in close contact with roof boarding；The linking beam setting
In roof boarding one end.
A kind of Single-Story Mill Bents structure that above-mentioned technical proposal discloses is completely embedded, and is suitble to promote the use of, but is worked as mountain
When wall height and all bigger span value, gable carries out in load bearing process wind, and the power on wind-resistant column by horizontal direction is larger, by
It is larger in its vertical span, and wind resistance top end is rigidly connected by the top of a wall column and top surface gable, is being carried out when being fixed
In load bearing process, since its computational length is longer, slenderness ratio is big, is easy to cause unstable failure.
Utility model content
The purpose of this utility model is to provide a kind of gate periphery wind resisting structure, has and reduces wind truss span, increases
The characteristics of wind resistance column stability.
The above-mentioned technical purpose of the utility model technical scheme is that：
A kind of gate periphery wind resisting structure, including gable, the gable are equipped with door opening, and the gable is located at the door opening
Both sides are equipped with the wind-resistant column that is wholely set with the gable, the high settings such as the wind-resistant column and the gable, and the gable is upper
It is respectively provided with a rigid-frame column in wind-resistant column both sides, the rigid frame top end is higher than the peak of the door opening, and the rigid-frame column is
Two and it is equipped with the wind truss of wind load resistance in door top mark height, the wind-resistant column is equipped with the undertaking for accepting the wind truss
Device.
By using above-mentioned technical proposal, when larger by wind-force, since span is excessive in the vertical direction for wind-resistant column,
Computational length is longer, and slenderness ratio is big, can lead to wind-resistant column unstable failure, and the horizontal seat of wind-resistant column is used as by wind truss
With so that the computational length of wind-resistant column is divided by two sections by wind truss, to efficiently avoid in wind-resistant column
The stress torque of wind truss is divided into several sections, so that the vertical bending moment of wind truss subtracts by unstability by catching device
It is few, avoid wind truss vertical deformation excessive, in carrying out load bearing process, wind truss is mainly used for resisting the work of horizontal force
With.
Preferably, the catching device includes the bridle being horizontally set on the wind-resistant column, the bridle and institute
It states wind truss bottom and is bonded to each other setting.
By using above-mentioned technical proposal, wind truss is accepted by bridle, and pass through hound, bridle
And stable triangle is formed between the side wall of wind-resistant column, wind truss is supported by bridle and rigid-frame column so that
The span of wind truss in the horizontal plane is divided into several sections by wind-resistant column so that wind truss is carrying out vertical bearing process
In, stress torque is reduced, to avoid wind truss from causing to destroy due to vertical stress.
Preferably, the wind truss is the truss that a Pin is horizontally arranged, and wind truss length direction both sides are set
There are H-shaped steel, the H-shaped steel to be fixed on steel frame columns and bridle.
By using above-mentioned technical proposal, wind truss is fixed in its length direction both sides H-shaped steel by being arranged,
It prevents in use, wind truss stress causes to slide diagonally downward.
Preferably, the wind truss extends outwardly close to door opening side and runs through gable setting, and the wind truss
Protrude one side-lower of gable and be equipped with trapped orbit, be equipped with below the door opening with the mutually matched geosyncline of trapped orbit, describedly
Two door leafs of sliding setting are equipped between slot and the trapped orbit.
By using above-mentioned technical proposal, due to door opening open it is excessive, by sliding two door leafs of setting, into enforcement
It is more convenient with opening in the process, and door leaf divides wind-force by the door leaf of both sides in the load bearing process for carrying out wind-force
It does not carry so that the bearing capacity of door leaf is effectively improved.
Preferably, it is equipped with awning above wind truss protrusion gable side.
By using above-mentioned technical proposal, the pre- of rainwater is carried out to the gap that gable upper end is protruded by the setting of awning
It is anti-, it avoids in rainy weather, rainwater is floatd by the gap at door opening on gable into interior, causes flooring wet and slippery.
Preferably, the gable top is equipped with rigid frame, and the wind resistance top end is connect with the rigid frame by latch plate.
By using above-mentioned technical proposal, wind resistance top end is connected at the top of gable top by latch plate, roof load is complete
Portion is born by rigid frame, wind-resistant column be not subject in loading process top rigidity frame transmit vertical load, be solely subjected to wall and
The weight and wind load of itself in carrying out load bearing process, are fought to reduce the stress of wind-resistant column by connection flexible
Wind column is protected.
Preferably, the rigid-frame column is lattice column, and the wind truss both ends are shelved on the rigid-frame column door top mark eminence.
By using above-mentioned technical proposal, main carriers of the rigid-frame column as wind truss gravity pass through setting for lattice column
It sets and increases its bearing capacity, avoid during carrying out use, rigid frame column load is inadequate, and causing cannot be well to wind truss
It is carried.
In conclusion the utility model has the advantages that：
1, pass through wind-resistant column and wind truss bearing mode each other.Wind-resistant column is made to gable top by door top wind truss
It is used for the horizontal seat of wind-resistant column, wind truss rests on the rigid-frame column of both sides, also regard the wind-resistant column on door both sides as wind truss
Vertical support.This way, most ingenious to the stress of wind truss, wind-resistant column, material is most saved；
2, the bridle by being horizontally set on the wind-resistant column so that in carrying out load bearing process, pass through bridle
Stress torque on wind truss is divided into three sections of unstable failures for avoiding wind truss in use；
3, by being equipped with rigid frame at the top of gable top, the wind resistance top end is connect by latch plate with the rigid frame, is passed through
Latch plate connects at the top of wind resistance top end and gable top, and roof load is all born by rigid frame, wind-resistant column in loading process not
The vertical load that the frame of top rigidity transmits is born, the stress load of wind-resistant column is reduced.
Description of the drawings
Fig. 1 is a kind of overall schematic of gate wind resisting structure；
Fig. 2 is a kind of overall schematic at gable back in gate wind resisting structure；
Fig. 3 is the enlarged diagram of part A in Fig. 2；
Fig. 4 is the enlarged diagram of part B in Fig. 2；
Fig. 5 is the enlarged diagram of C portion in Fig. 1.
In figure, 1, gable；11, door opening；111, door leaf；1111, awning；112, geosyncline；113, trapped orbit；12, rigid frame；
121, latch plate；2, wind-resistant column；21, bridle；22, H-shaped steel；3, wind truss；31, rigid-frame column.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
A kind of gate periphery wind resisting structure, as depicted in figs. 1 and 2, including gable 1, wherein side gable 1 are equipped with door opening
11,11 both sides of door opening are equipped with the wind-resistant column 2 being wholely set with gable 1, and 1 short transverse both sides of gable are respectively provided with a rigid-frame column
31, and 31 upper end of rigid-frame column is equipped with and is connected to wind truss 3 on wind-resistant column 2, in the present embodiment, rigid-frame column 31 is lattice column,
And the both ends of wind truss 3 are shelved on 31 top mark eminences of rigid-frame column, wind-resistant column 2 is equipped with the undertaking dress for accepting wind truss 3
It sets.By the way that holder, the horizontal seat by wind truss 3 as wind-resistant column 2 are used each other between wind-resistant column 2 and wind truss 3.Wind resistance
Truss 3 rests on both sides rigid-frame column 31, by the wind-resistant column 2 on the door both sides also vertical support as wind truss 3.This way,
Most ingenious to the stress of wind truss 3, wind-resistant column 2, in carrying out load bearing process, wind truss 3 only needs horizontal using a Pin
The double limb web members placed can meet force request so that in carrying out load bearing process, can be effectively saved material.
As shown in Figures 2 and 3, catching device includes the bridle 21 being horizontally set on wind-resistant column 2, bridle 21 with it is anti-
3 bottom of wind truss is bonded to each other setting, can be by improving the carrying of bridle 21 equipped with hound in 21 bottom of bridle
Power is accepted wind truss 3 by the bridle 21 on wind-resistant column 2, as its vertical support.
As shown in Fig. 2, the both sides on bridle 21 positioned at wind truss 3 are respectively equipped with the H-shaped being connected on wind truss 3
Steel 22 abuts wind truss 3 by H-shaped steel 22, to efficiently avoid in use, wind truss 3
It slides.
As shown in figure 4,1 top of gable is equipped with rigid frame 12,2 top of wind-resistant column passes through 121 phase of latch plate with 12 bottom of rigid frame
It connects, 2 top of wind-resistant column and 1 top of gable is connected by latch plate 121, roof load is all born by rigid frame 12, reduced
The stress of wind-resistant column 2 protects wind-resistant column 2 by connection flexible, exists to wind-resistant column 2 in carrying out load bearing process
The bearing capacity being subject on vertical direction is into row buffering.
In order to further be carried to wind pressure, it is arranged as shown in Fig. 2, wind truss 3 is protruded close to 1 side of gable, and
Trapped orbit 113 is equipped on the downside of protruding end, 11 bottom of door opening is equipped with and 113 matched geosyncline 112 of trapped orbit, geosyncline 112
Two door leafs 111 that setting is slid between trapped orbit 113, slide the door leaf 111 of setting, not only open flexible and prolonged
Durable, the deformability of Wind-Pressure Resistance is very strong.In use, it will appear more gap at door opening 11, in order to gap
The processing of rain-proof is carried out, as shown in figure 5, the upside for protruding 1 side of gable positioned at wind truss 3 is equipped with awning 1111, passes through rain
Canopy 1111 prevents rainwater, and rainwater is avoided to enter interior, causes ground wet and slippery, causes falling down for staff.
Operation principle：
By holder each other between wind-resistant column 2 and wind truss 3, the horizontal seat by wind truss 3 as wind-resistant column 2
With.Wind truss 3 rests on both sides rigid-frame column 31, by the wind-resistant column 2 on the door both sides also vertical support as wind truss 3.This
Kind way, most ingenious to the stress of wind truss 3, wind-resistant column 2, material is most saved.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as all being protected by Patent Law in the right of the utility model.
Claims (7)
1. a kind of gate periphery wind resisting structure, including gable（1）, the gable（1）It is equipped with door opening（11）, the gable（1）
Positioned at the door opening（11）Both sides are equipped with and the gable（1）The wind-resistant column being wholely set（2）, the wind-resistant column（2）With it is described
Gable（1）Etc. high settings, it is characterised in that：The gable（1）It is upper to be located at wind-resistant column（2）Both sides are respectively provided with a rigid-frame column
（31）, the rigid-frame column（31）Top is higher than the door opening（11）Peak, the rigid-frame column（31）For two and in Men Ding
Absolute altitude is equipped with the wind truss of wind load resistance（3）, the wind-resistant column（2）It is equipped with and accepts the wind truss（3）Undertaking dress
It sets.
2. a kind of gate periphery wind resisting structure according to claim 1, it is characterised in that：The catching device includes level
It is arranged in the wind-resistant column（2）On bridle（21）, the bridle（21）With the wind truss（3）Bottom is bonded to each other
Setting.
3. a kind of gate periphery wind resisting structure according to claim 2, it is characterised in that：The wind truss（3）It is one
Double limb web members horizontal positioned Pin, and the wind truss（3）Length direction both sides are equipped with H-shaped steel（22）, the H-shaped steel
（22）It is fixed at rigid-frame column（31）And bridle（21）On.
4. a kind of gate periphery wind resisting structure according to claim 1, it is characterised in that：The wind truss（3）It is close
Door opening（11）Side overhangs and runs through gable outward（1）Setting, and the wind truss protrudes gable（1）One side-lower is equipped with solid
Orbit determination road（113）, the door opening（11）Lower section is equipped with and trapped orbit（113）Mutually matched geosyncline（112）, the geosyncline
（112）With the trapped orbit（113）Between be equipped with sliding setting two door leafs（111）.
5. a kind of gate periphery wind resisting structure according to claim 4, it is characterised in that：The wind truss（3）Protrusion
Gable（1）Awning is equipped with above side（1111）.
6. a kind of gate periphery wind resisting structure according to claim 1, it is characterised in that：The gable（1）Top is equipped with
Rigid frame（12）, the wind-resistant column（2）Top and the rigid frame（12）Pass through latch plate（121）Connection.
7. a kind of gate periphery wind resisting structure according to claim 1, it is characterised in that：The rigid-frame column（31）For lattice
Column, the wind truss（3）Both ends are shelved on the rigid-frame column（31）Door top mark eminence.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721790128.8U CN207700392U (en) | 2017-12-19 | 2017-12-19 | A kind of gate periphery wind resisting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721790128.8U CN207700392U (en) | 2017-12-19 | 2017-12-19 | A kind of gate periphery wind resisting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207700392U true CN207700392U (en) | 2018-08-07 |
Family
ID=63027220
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721790128.8U Expired - Fee Related CN207700392U (en) | 2017-12-19 | 2017-12-19 | A kind of gate periphery wind resisting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207700392U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999279A (en) * | 2018-08-16 | 2018-12-14 | 中建三局集团有限公司 | A kind of Two bors d's oeuveres timber beam of wind resistance resistance to compression antidetonation and the attachment device of brace steel post |
| CN110374212A (en) * | 2019-08-06 | 2019-10-25 | 中国电力工程顾问集团华东电力设计院有限公司 | A kind of connection structure and roof truss structure of roof system and wind-resistant column |
| CN112431431A (en) * | 2020-10-29 | 2021-03-02 | 上海宝冶冶金工程有限公司 | Reinforcement construction method for steel structure factory building in crane beam dismantling |
-
2017
- 2017-12-19 CN CN201721790128.8U patent/CN207700392U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999279A (en) * | 2018-08-16 | 2018-12-14 | 中建三局集团有限公司 | A kind of Two bors d's oeuveres timber beam of wind resistance resistance to compression antidetonation and the attachment device of brace steel post |
| CN110374212A (en) * | 2019-08-06 | 2019-10-25 | 中国电力工程顾问集团华东电力设计院有限公司 | A kind of connection structure and roof truss structure of roof system and wind-resistant column |
| CN112431431A (en) * | 2020-10-29 | 2021-03-02 | 上海宝冶冶金工程有限公司 | Reinforcement construction method for steel structure factory building in crane beam dismantling |
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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: 20180807 |