A kind of high building connector
Technical field
The utility model is related to log cabin building field, and in particular to a kind of high building connector.
Background technology
Log cabin is global leisure, household main product.Its design-build has evolved to a high level.Wood
Room is attractive in appearance using lines, and color and luster is built by soft pine, and its feature is cool in summer and warm in winter, and moisturizing is heat-insulated.The Rational function division of log cabin,
Various family structure is considered in carefulness, is adapted to different age people and is lived, and can meet the various design styles of developer and consumption
The individual needs of person.In order to make full use of the roof space, people to select to build high building on roof when log cabin is built, to expand
The use space of log cabin, there is provided more using space, possesses preferably using enjoyment.The high building of log cabin generally includes many and erects
To the column for arranging, the top of column arranges multiple inclined cross-braces, gathers together to form high building at the top of cross-brace
Pointed pinnacle of a pagoda structure.
The construction of log cabin high building needs to consider its whether easy disassembly that at present both at home and abroad the structure of log cabin high building is adopted mostly
Then flitch or round log are bound to couple together one by one to be formed by round log or flitch as raw material by steel nail, screw, rivet etc.
High building framework, process of binding needs artificial position one by one to carry out, and this often takes considerable time and manpower.If can be by high building module
Change, building high building in the form of the assembly of multiple modules will then be substantially improved the efficiency of construction of high building.Because high building is usually point
Top shape, the high building bound is high to the positioning requirements of flitch or round log, once easily to produce positioning crooked for careless manipulation so that nail
High building Form and position error after dress is big, structural instability, and profile is unsightly.This causes the requirement to operator higher, needs to expend
Cost culture professional, it is relatively costly.And only a connection, connection are carried out by nail between the high building bound its timber structure
Intensity is weaker, and force structure is unstable, discontinuity, for a long time during outdoor exposure use nail fatiguability, get rusty,
The connection effect of timber structure will be substantially reduced, potential safety hazard will be also easy to produce, the security performance during high building Long-Time Service will be obtained not
To guarantee.
Furthermore high building is used as the part outside log cabin main body, different people is different to the use demand of high building, when need not
When conveniently to dismantle, think the used time can conveniently install be people demand.The high building bound can only integrally carry when needing to move or
Person is transported to appointed place after high building is thoroughly dismantled, and also integrally to carry when needing or be bound one by one.But high building is followed closely
In order that timber structure is more firm during dress, hangnail is often set on nail or smearing fastening agent makes nail be securely fixed in wood
In side, this causes the connecting portion for generally requiring to destroy flitch in dismounting just can complete so that unloading process needs to expend big
Amount manpower and time, time cost is high, inconvenient.
Now there is presently no preferable scheme can solve the problem that as why not realized using binding between the timber structure of high building inside
Connection also ensure that the Stability Analysis of Structures of high building, little this difficult problem of Form and position error simultaneously.
Utility model content
The utility model is intended to provide a kind of high building connector, and to realize that log cabin high building does not adopt to bind inner timber is completed
Connection between structure.
To reach above-mentioned purpose, basic technology scheme of the present utility model is as follows:A kind of high building connector, including one
The two ends of installing pipe and two positioning pipes, the installing pipe and positioning pipe are equipped with opening, and two positioning pipe fixations connect
It is connected on the same one end of installing pipe.The installing pipe is vertically arranged, and each described positioning pipe is obliquely installed, each described positioning
Angle between pipe and installing pipe is 150 °, and the angle between two positioning pipes is 60, and the inside of installing pipe and positioning pipe is equal
It is provided with limiting plate.
The principle and advantage of this programme be:In practical application, connector will be inserted at the top of column when high building is built
In the opening of installing pipe free end, the bottom of cross-brace is inserted in the opening of positioning pipe free end.Using installing pipe, positioning
Pipe is fixed come the grafting for realizing column and cross-brace, and installing pipe, positioning pipe sleeve are connected on into column and cross-brace each outside end
An overall part of the force as connection in part, compared to carrying out connecting the lifting surface area that increases junction with nail.Install
Angle between pipe and positioning pipe is set to 150 °, and the angle between two positioning pipes is 60 °, between such column and cross-brace
Angle also be 150 °, the angle between two cross-braces of arbitrary neighborhood is 60 °, and between two neighboring cross-brace isosceles are formed
Triangular structure, if there is object to fall at the top of high building during high building use, the stress of each cross-brace is reduced to original power
Half, the power that each column is subject to is also reduced by the half of original stress, the stress of high building timber structure evenly, cross-brace with
Bonding strength between column is higher, and force structure is more stable, and outward appearance is more attractive in appearance.And the requirement to operating personnel is low,
Ordinary person can complete to install, it is not necessary to cross-brace, column are bound using steel nail, screw, rivet etc., is not in bind
The connection that causes is weak, positioning deflection, time-consuming, complex operation the problems such as, will not be because of cross-brace, vertical during Long-Time Service
Post Joint failure and produce potential safety hazard, the security performance during high building Long-Time Service obtains reliable guarantee, operates simpler
Singly, the time of consuming and manpower are less.High building timber structure column and diagonal brace are realized by the installing pipe and positioning pipe that are fixedly connected
The connection of post, evenly, structure is more stable for the stress for making timber structure by the angle of specific setting between installing pipe and positioning pipe,
The Form and position error that connection is produced is reduced by the connector shaped so that the frame structure of high building is more stable, and profile is more beautiful
See succinct.To sum up, this programme coordinates the connection that can complete cross-brace, column by the inserting between cross-brace, column and pipe,
Make the bonding strength of log cabin high building inside cross-brace, column higher, limiting plate is set the end of cross-brace and column is limited
Position, support and protection, allow cross-brace and column using more reliable and more stable, connect simpler reliability, more time saving and energy saving, solution
Existing log cabin high building of having determined is weak using connection cross-brace, column, tie point bonding strength is bound, it is impossible to quick connection, causes peace
Assembly and disassembly unload labor intensive it is many, consuming time length problem.
Preferred version one, based on scheme a kind of improvement, the installing pipe and positioning pipe are seamless rectangular steel tube.
The convenient column and cross-brace for adopting flitch as high building is so set, and the scope of application is wider.
Preferred version two, based on scheme a kind of improvement, the installing pipe and positioning pipe are seamless round steel pipe.
The convenient column and cross-brace for adopting round log as high building is so set, and the scope of application is wider.
Preferred version three, preferably one or preferred version two a kind of improvement, each described positioning pipe passes through
Welding is fixed with installing pipe.Welding can connect as one positioning pipe and installing pipe, positioning pipe is securely attached to
In installing pipe, make the connection of beam column more reliable and more stable when actually used.
Preferred version four, preferably one or preferred version two a kind of improvement, the positioning pipe and installing pipe are
It is integrally formed.It is integrally formed and causes the globality of connector more preferable, positioning pipe is more preferable with the mechanical property of installing pipe, log cabin high building
Connection between column and cross-brace is more reliable and more stable.
Description of the drawings
Fig. 1 is the structural representation of the utility model embodiment;
Fig. 2 is the side view of the utility model embodiment.
Specific embodiment
The utility model is described in further detail below by specific embodiment:
Reference in Figure of description includes:Installing pipe 1, positioning pipe 2.
Embodiment is basic as shown in accompanying drawing 1, Fig. 2:A kind of high building connector, including an installing pipe 1 and two positioning
The two ends of pipe 2, installing pipe 1 and positioning pipe 2 are equipped with opening, and two positioning pipes 2 are welded on the same one end of installing pipe 1.
The installing pipe 1 is vertically arranged, and each described positioning pipe 2 is obliquely installed, between each described positioning pipe 2 and installing pipe 1
Angle is 150 °, and the angle between two positioning pipes 2 is 60 °.Installing pipe 1 and positioning pipe 2 are seamless side in the present embodiment
Shape steel pipe, can also be seamless round steel pipe, square steel tube with seam, round steel pipe with seam etc., seamless rectangular steel tube for this programme
The convenient column and cross-brace for adopting flitch as high building, the turret structure corner angle of composition become apparent from, more attractive.Installing pipe 1 with
Connection between positioning pipe 2 can also be using the mode such as being integrally formed, and the form of welding is convenient to be spliced by multiple common pipe materials
Shaping, without being used alone equipment production is integrally formed, and cost is relatively low.
In the present embodiment, in practical application, connector installing pipe 1 will be inserted at the top of column when high building is built freely
In the opening at end, the bottom of cross-brace is inserted in the opening of the free end of positioning pipe 2.Using installing pipe 1, positioning pipe 2 come real
The grafting of existing column and cross-brace is fixed, and installing pipe 1, positioning pipe 2 are socketed in into the part of column and cross-brace each outside end
As the part of the force of connection, the lifting surface area of junction is increased;Angle between installing pipe 1 and positioning pipe 2 is set to
150 °, the angle between two positioning pipes 2 is 60 °, and the angle between such column and cross-brace is also 150 °, arbitrary neighborhood two
Angle between individual cross-brace is 60 °, isosceles triangular structure is formed between two neighboring cross-brace, during high building use
If there is object to fall at the top of high building, the stress of each cross-brace is reduced to the half of original power, the power that each column is subject to
The half of original stress is reduced to, evenly, the bonding strength between cross-brace and column is higher, receives for the stress of high building timber structure
Power structure is more stable, and outward appearance is more attractive in appearance.And the requirement to operating personnel is low, ordinary person can complete to install, and be not required to
Cross-brace, column are bound using steel nail, screw, rivet etc., be not in bind the weak connection that causes, positioning deflection,
Time-consuming, complex operation the problems such as, during Long-Time Service will not because of cross-brace, column Joint failure and produce safety it is hidden
Suffer from, the security performance during high building Long-Time Service obtains reliable guarantee, operation is simpler, the time of consuming and manpower are more
It is few.The connection of high building timber structure column and cross-brace is realized by the installing pipe 1 that is fixedly connected and positioning pipe 2, by installing pipe 1
The angle of specific setting makes the stress of timber structure evenly and positioning pipe 2 between, and structure is more stable, is subtracted by the connector shaped
The Form and position error that little connection is produced so that the frame structure of high building is more stable, profile is more attractive in appearance succinct.To sum up, this programme
The connection that cross-brace, column can be completed is coordinated by the inserting between cross-brace, column and pipe, log cabin high building inside diagonal brace is made
Post, column bonding strength it is higher, connect simpler reliability, it is more time saving and energy saving, solve existing log cabin high building using nail
Load connects cross-brace, column, and tie point bonding strength is weak, it is impossible to quick connection, when causing many installing/dismounting labor intensives, consuming
Between long problem.
Above-described is only embodiment of the present utility model, the general knowledge such as known concrete structure and/or characteristic in scheme
Here does not make excessive description.It should be pointed out that for a person skilled in the art, before without departing from the utility model structure
Put, some deformations and improvement can also be made, these should also be considered as protection domain of the present utility model, and these are all without shadow
Ring effect and practical applicability that the utility model is implemented.This application claims protection domain should be with its claim
Appearance is defined, and specific embodiment in specification etc. records the content that can be used for explaining claim.