CN101575876B - Novel connecting element - Google Patents
Novel connecting element Download PDFInfo
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- CN101575876B CN101575876B CN2009101483728A CN200910148372A CN101575876B CN 101575876 B CN101575876 B CN 101575876B CN 2009101483728 A CN2009101483728 A CN 2009101483728A CN 200910148372 A CN200910148372 A CN 200910148372A CN 101575876 B CN101575876 B CN 101575876B
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- connecting elements
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Abstract
The invention discloses a novel connecting element, comprising an attachment bracket and an attachment support body; wherein, the attachment bracket is provided with a plurality of branch brackets andfixed parts, the branch brackets are arranged at a certain angle mutually, and the fixed parts are arranged on the branch brackets; the attachment support body is provided with a plurality of contact surfaces and installation parts; the attachment bracket and the attachment support body are fixedly connected through the fixed parts and the installation parts. The novel connecting element in the i nvention has the advantages that specification standards for precast beam and column can be interchangeable and industrial mass production can be realized, thus the construction cost is low, time and materials can be saved, the speed of buildings construction is fast and the purposes of environmental protection and cycle use can be achieved.
Description
[technical field]
The present invention relates to a kind of connecting elements, relate in particular to a kind of novel connecting elements of technical field of buildings.
[background technology]
At present, during the agent structure in building prefabrication assembling room, normally according to the prefabricated crossbeam of design size, ash wall body plate, the post of standing, build ground, post position, base station, ground is in the backup land foot bolt, ash wall body plate junction reserved steel bar head; Behind the solidification of the foundation, above-mentioned prefabricated station post by the bolt hole on the steel plate of bottom surface, is fixed on the ground with the stone bolt of reserving on the ground; The lifting crossbeam is placed on crossbeam above the post of station, reaches the reserved steel bar head between crossbeam and the station post between welding beam and the crossbeam, at gap at joint place casting concrete; A lamina membranacea between the crossbeam of both sides, the shop reinforcing bar, casting concrete forms floor; Or between the crossbeam of both sides shop steel watt, fluid concrete forms floor; And on floor, reserve the second stop column bolt and ash wall body plate connecting reinforcement head; The reserved steel bar head of ash wall body plate is welded together by reinforcing bar with the reserved steel bar head of station post and the reserved steel bar head of crossbeam, slit place is with cement mortar joint filling moulding, this by reinforcing bar weld between the prefabricated crossbeam, prefabricated crossbeam both made with the connected mode between the post of standing that raw-material loss is big, the reuse factor of prefabricated beam and column is low and be unfavorable for realizing industrialized mass production.
[summary of the invention]
The present invention is directed to the problems referred to above and a kind of novel connecting elements is provided.
The objective of the invention is to address the above problem, and provide a kind of loading and unloading simple and easy, convenient, multidirectional connection and can realize a kind of novel connecting elements of industrialized mass production.
Technology contents of the present invention is, a kind of novel connecting elements, one connects support, is provided with a plurality of sub-stents and a plurality of fixed part, described sub-stent mutually at an angle, described fixed part is arranged at described sub-stent; One connects support body, and it has a contact surface and an installation portion; Described connection support be connected support body and firmly join by described fixed part and described installation portion.
Described sub-stent longitudinal section is matrix, C type, U type, L the type, [trench structure that negative and positive such as type or soup ladle type cooperate.
Described sub-stent longitudinal section also is a solid construction.
Described connection backbone metal material.
Described fixed part is the bolt hole structure that is used for bolt.
Described installation portion is the bolt hole structure that cooperates with fixed part.
Described fixed part is to be used for spring fixing spring or Spring Card structure.
Described installation portion is spring or the Spring Card structure that cooperates with described fixed part.
Described fixed part also is plug-in card fixing structure or slot type structure.
Described installation portion is plug-in card fixing structure or the cassette structure that cooperates with described fixed part.
The present invention is by described novel connecting elements, and its installation is that it has the following advantages by the combination of fixed part physics:
1, save time, the speed that builds a house is fast.The present invention utilizes the computer technology technology to realize the pre-cast building design, calculate the quantity of beam, post, relevant prefabricated units and the connecting elements of building needs according to drawing, transporting to building purposes ground after batch production is produced has then built up building by simple connection, realized on-the-spot building amount saving, can fast construction, and conventional art building block method or cast rule need half a year and even several years durations just can finish.
2, save labour cost.Existing building block or cast-in-site, cost of labor accounts for significant proportion in the cost of a building.The present invention utilizes connecting elements and the prefabricated units assembled house made is produced in batches because of mechanization, and labour cost can reduce a lot.
3, realize multidirectional connection.Described novel connecting elements can be made into the sub-stent of a plurality of directions according to the needs that connect object, can better realize like this connecting.
4, cost is low, the present invention can reach standardized production unified, in batches by this novel connecting elements, make prefabricated crossbeam and the station post can both standard universal, thereby realize industrialized mass production, standardization manufacturing, simultaneously, this novel connecting elements can also be recycling, connects between each beam than the existing welding manner that utilizes, and the cost between the post and between the beam column can reduce 50%.
5, environmental protection, Recycling.Because prefabricated assembling can reduce on-the-spot " wet trade " amount greatly, less local environment and vegetation caused brokenly ring.Hardware itself has recycling property, make this connecting elements repeatedly to use, and multiple house is general.
[description of drawings]
Fig. 1 is embodiments of the invention 1;
Fig. 2 is embodiments of the invention 2;
Fig. 3 is embodiments of the invention 3;
Fig. 4 is embodiments of the invention 4;
Fig. 5 is embodiments of the invention 5;
Fig. 6 is embodiments of the invention 6;
Fig. 7 is embodiments of the invention 7;
Fig. 8 is embodiments of the invention 8;
Fig. 9 is embodiments of the invention 9;
Figure 10 is embodiments of the invention 10;
Figure 11 is a structural representation of the present invention;
Figure 12 is a structural representation of the present invention.
[specific embodiment]
Reach specific embodiment in conjunction with the accompanying drawings the present invention is done further introduction.
The present invention is a kind of novel connecting elements 1 that is used for prefabricated assembling room structure, and described novel connecting elements 1 comprises connection support 2, connects support body 3 and fixed part 4.
Described connection support 2 has the sub-stent 21 of two or more metal materials, and described a plurality of sub-stents 21 constitute three-dimensional polar coordinates structure, plane coordinates structure etc. mutually at an angle, and its angle also can be various.Described sub-stent 2 is respectively hollow and solid two kinds of structures, and its hollow longitudinal section is matrix, C type, U type, L the type, [trench structure that negative and positive such as type or soup ladle type cooperate.
The prefabricated crossbeam and the prefabricated station post in the just prefabricated assembling of described connection support body 3 room, it also is divided into hollow and solid two kinds of structures, its hollow-core construction have a jack 31, a contact surface 32 and an installation portion 33, described jack 31 longitudinal sections for described be connected convex that support 2 matches, D type, ∩ type, inverted L shape ,] negative and positive fit structures such as type or flat U type; Described contact surface 32 is provided with a plurality of installation portions 33, and described installation portion 33 is for being used for the bolt hole structure of bolt, also can be to be used for the fixing Spring Card structure of spring, being used for the fixing card plugging structure of plug-in card etc.
Described fixed part 4 is arranged on the described sub-stent 21, and its fixed part is the bolt hole structure that matches with described installation portion, spring structure, card insert type structure etc., and it will connect support 2 and be connected support body 3 and firmly join by bolt, spring, plug-in card etc.The syndeton of described installation portion and described fixed part can be changed mutually, as long as can realize described connection support 2 and be connected support body 3 and firmly join.
Fig. 1 is the three-dimensional connecting elements of corner.Among the figure, sequence number 2 is for connecting support, and sequence number 21 is a sub-stent, and sequence number 4 is a fixed part.This novel connecting elements is a three-dimensional polar coordinate system structure, any two branches are vertical mutually, U type groove is all arranged on each sub-stent, with be connected support body and form the structure that matches, the bolt hole of logical fixed part and the bolt hole on the installation portion, utilize bolt with this three-dimensional connecting elements be connected support body and fix.
Fig. 2 is the three-dimensional connecting elements.Among the figure, sequence number 2 is for connecting support, and sequence number 21 is a sub-stent, and sequence number 4 is a fixed part.This novel connecting elements is a plane T type structure, wherein two branches are on same straight line, the 3rd branch is vertical with it, U type groove is all arranged on each sub-stent, with be connected support body and form the structure that matches, the bolt hole of logical fixed part and the bolt hole on the installation portion, utilize bolt with this three-dimensional connecting elements be connected support body and fix.
Fig. 3 is the three-dimensional connecting elements.Among the figure, sequence number 2 is for connecting support, and sequence number 21 is a sub-stent, and sequence number 4 is a fixed part.This novel connecting elements is a three-dimensional structure, wherein two sub-stents in same plane, and mutual out of plumb, the 3rd branch and plane, preceding two sub-stent places are perpendicular.
Fig. 4 and Fig. 5 are the four-way connecting elements.Among the figure, sequence number 2 is for connecting support, and sequence number 21 is a sub-stent, and sequence number 4 is a fixed part.This novel connecting elements is a three-dimensional structure, and two branch is on same straight line, and is vertical mutually with third and fourth branch, and third and fourth branch is vertical with plane, the first and second branch places, and third and fourth branch also can out of plumb.
Fig. 6 is the four-way connecting elements.Among the figure, sequence number 2 is for connecting support, and sequence number 21 is a sub-stent, and sequence number 4 is a fixed part.This novel connecting elements is a plane structure, the extended line of an end of any two sub-stents with have a sub-stent to coincide, and each sub-stent is vertical mutually.
Fig. 7 is the four-way connecting elements.Among the figure, sequence number 2 is for connecting support, and sequence number 21 is a sub-stent, and sequence number 4 is a fixed part.This novel connecting elements is a three-dimensional structure, its three sub-stents 21 are in same plane, first and second sub-stents 21 are on same straight line, and are and vertical with the 3rd sub-stent 21, the 4th sub-stent 21 be with first three sub-stent 21 not in same plane and out of plumb.
Fig. 8 is five to connecting elements.Among the figure, sequence number 2 is for connecting support, and sequence number 21 is a sub-stent, and sequence number 4 is a fixed part.This novel connecting elements is a three-dimensional structure, its four sub-stents are in same plane, first and second sub-stents are on same straight line, third and fourth sub-stent is on same straight line, and first sub-stent and the 3rd sub-stent are perpendicular, and the 5th sub-stent is vertical mutually with plane, preceding four sub-stent places.
Fig. 9 is two to connecting elements.Among the figure, sequence number 2 is for connecting support, and sequence number 21 is a sub-stent, and sequence number 4 is a fixed part.This novel connecting elements is a plane structure, and two branch's angulation is 90 degree, also can be as Figure 10 or other angle on same straight line.
Referring to Figure 11-12 embodiment, it is two layers of prefabricated assembling room, and mode of operation is: at first connect support 2 with one and place precalculated positions, then described connection support body 3 is entangled wherein a sub-stent 2 in its jack 31, until the appropriate location that connects support; It is tight with the installation portion 33 firm bolts that are connected support body 3 to connect the fixed part 4 of support 2 by bolt arrangement then; Successively with its three sub-stents 21 be connected support body 3 and connect, thereby the frame construction of having constructed one of them corner; Also all connect described connection support body 3 with the connection support in eight corners in house; But adopt the connection support of four-way in four corners of roof, between each adjacent prefabricated crossbeam and prefabricated station post, prefabricated crossbeam and prefabricated crossbeam, vertical array embeds six ash wall body plate, two layers of wallboards structure of single face to constitute a unit successively.When the prefabricated assembling of building second layer room, still the sub-stent vertically upward 21 that utilizes above-mentioned four-way to connect support is connected and fixed described connection support body 3, the connection support body that connects four corners successively be connected support, but when making up second layer roof, the four-way connecting elements that adopts different angles according to difformities such as the pitched roof on roof, flat roof, arch roofs is with each connection support body of firm connection, thereby constitute the agent structure in a complete prefabricated assembling room, other step is come framework with reference to the assembling mode of first floor.By this multidirectional connecting elements prefabricated station post is up and down joined, constructing not only applicable to two layers of prefabricated assembling room, can also be applicable to more multi-layered prefabricated assembling room, to utilize welding manner will connect support body in the conventional art separate by the connecting struts that reinforcing bar is welded to each other the levels that fixing this kind reinforcing bar welding manner that produces causes thereby solved, it is stressed not strong, can not stand more high-rise pressure, make it the problem of resistance to compression and shock resistance difference; Use this connecting elements to connect prefabricated crossbeam and prefabricated station post, not only can make stressed the concentrating on the connecting elements between prefabricated horizontal stroke, beam and the connecting elements, thereby the general realization of the specification standards that can also make beam and column beam column standard is unified, reaches industrialized mass production; The connecting elements of this kind activity can make the house freely dismantle, and the cycling and reutilization rate height of material has also solved and built the high difficult problem of cost of a building.
The above connecting elements not only applicable to prefabricated assembling room, also can be used for the object of constructing of any stereochemical structure moulding simultaneously, for example tea table etc.
Embodiment in sum only is a preferred feasible embodiment of the present invention, is not in order to restriction the present invention, and every equivalence of doing in not breaking away from spirit of the present invention and essential scope changes, and ought to be included in protection scope of the present invention.
Claims (5)
1. method of utilizing connecting elements to make up two layers of prefabricated assembling room, it is characterized in that, described connecting elements comprises: one connects support, be provided with a plurality of sub-stents and a plurality of fixed part, described a plurality of sub-stent mutually at an angle and each described sub-stent be hollow-core construction, described fixed part is arranged at described sub-stent;
One connects support body, and described connection support body is a hollow-core construction, and it has a contact surface and an installation portion;
Described connection support be connected support body and firmly join by described fixed part and described installation portion;
This method comprises the steps: that at first a three-dimensional with three sub-stents is connected support places the precalculated position, connects support body with one then and entangles wherein a sub-stent in its jack, until the appropriate location that connects support; It is tight with the firm bolt of the installation portion that is connected support body to connect the fixed part of support by bolt arrangement then; Successively with its three sub-stents be connected support body and connect, thereby the frame construction of having constructed one of them corner;
Eight corners in the house all connect described connection support body with the connection support, but adopt four-way to connect support with four sub-stents in four corners at top, between each adjacent prefabricated crossbeam and prefabricated station post, prefabricated crossbeam and prefabricated crossbeam, vertical array embeds six ash wall body plate, two layers of wall plate member of single face to constitute a unit successively;
When building prefabricated assembling room, upper strata, still the sub-stent vertically upward that utilizes above-mentioned four-way to connect support is connected and fixed described connection support body, the connection support body that connects four corners successively be connected support, but when making up roof, each connects support body with firm connection to adopt the four-way connecting elements of different angles according to the difformity on the pitched roof on roof, arch roof, thereby constitutes the agent structure in a complete prefabricated assembling room.
2. the method for utilizing connecting elements to make up two layers of prefabricated assembling room according to claim 1 is characterized in that: described sub-stent longitudinal section is matrix, C type, U type, L the type, [trench structure that type or soup ladle type negative and positive cooperate.
3. the method for utilizing connecting elements to make up two layers of prefabricated assembling room according to claim 1, it is characterized in that: described connection support is a metal material.
4. the method for utilizing connecting elements to make up two layers of prefabricated assembling room according to claim 1, it is characterized in that: described fixed part is the bolt hole structure that is used for bolt.
5. the method for utilizing connecting elements to make up two layers of prefabricated assembling room according to claim 4 is characterized in that: the bolt hole structure of described installation portion for cooperating with fixed part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101483728A CN101575876B (en) | 2009-06-01 | 2009-06-16 | Novel connecting element |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910039904.4 | 2009-06-01 | ||
| CN200910039904 | 2009-06-01 | ||
| CN2009101483728A CN101575876B (en) | 2009-06-01 | 2009-06-16 | Novel connecting element |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101575876A CN101575876A (en) | 2009-11-11 |
| CN101575876B true CN101575876B (en) | 2011-12-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009101483728A Expired - Fee Related CN101575876B (en) | 2009-06-01 | 2009-06-16 | Novel connecting element |
Country Status (1)
| Country | Link |
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| CN (1) | CN101575876B (en) |
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| WO2014127472A1 (en) | 2013-02-22 | 2014-08-28 | Julian Bowron | Modular building units, and methods of constructing and transporting same |
| MY179088A (en) | 2014-04-30 | 2020-10-27 | Z Modular Holding Inc | Structural modular building connector |
| WO2016165022A1 (en) | 2015-04-15 | 2016-10-20 | Vectorbloc Corp. | Connector for modular building structure |
| CN106320535A (en) * | 2015-06-24 | 2017-01-11 | 陈贵荣 | Beam column connection piece |
| CN105155681B (en) * | 2015-06-27 | 2018-09-07 | 河南奥斯派克科技有限公司 | The thin-walled in-flanges C-type steel group column beam jointing and structure of counterpart |
| AU2016308775B2 (en) | 2015-08-14 | 2022-02-24 | Z-Modular Holding, Inc. | Connector for a modular building |
| CA167636S (en) | 2016-03-18 | 2017-05-31 | Vectorbloc Corp | Structural modular building connector |
| EP4043658A1 (en) | 2017-01-19 | 2022-08-17 | Z-Modular Holding, Inc | Modular building connector |
| CN107356616B (en) * | 2017-03-21 | 2020-06-30 | 南京铁道职业技术学院 | Temperature measurement type hub flaw detection system and method |
| CN107607545A (en) * | 2017-09-18 | 2018-01-19 | 南京铁道职业技术学院 | Track carrying out flaw detection system and method |
| MX2021000457A (en) | 2018-07-12 | 2021-05-28 | Z Modular Holding Inc | Locating pin assembly for a modular frame. |
| CN110206051A (en) * | 2019-06-14 | 2019-09-06 | 中建集成房屋有限公司 | The recyclable foundation structure and its construction method of container-type building |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2362919Y (en) * | 1998-12-12 | 2000-02-09 | 杨世录 | Fastener for combination frame of moveable storeys building |
| CN2677727Y (en) * | 2003-10-08 | 2005-02-09 | 罗方毅 | Inserted pipe frame |
| JP2005155263A (en) * | 2003-11-27 | 2005-06-16 | Hiroshi Nishida | Aggregate connection fitting and skeleton structure using the same |
-
2009
- 2009-06-16 CN CN2009101483728A patent/CN101575876B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2362919Y (en) * | 1998-12-12 | 2000-02-09 | 杨世录 | Fastener for combination frame of moveable storeys building |
| CN2677727Y (en) * | 2003-10-08 | 2005-02-09 | 罗方毅 | Inserted pipe frame |
| JP2005155263A (en) * | 2003-11-27 | 2005-06-16 | Hiroshi Nishida | Aggregate connection fitting and skeleton structure using the same |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101575876A (en) | 2009-11-11 |
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| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: FOSHAN NANHAI YAODA BUILDING MATERIAL CO., LTD. Assignor: Xu Zezhang Contract record no.: 2012440000224 Denomination of invention: Novel connecting element Granted publication date: 20111207 License type: Exclusive License Open date: 20091111 Record date: 20120514 |
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| EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20091111 Assignee: FOSHAN NANHAI YAODA BUILDING MATERIAL CO., LTD. Assignor: Xu Zezhang Contract record no.: 2012440000224 Denomination of invention: Novel connecting element Granted publication date: 20111207 License type: Exclusive License Record date: 20120514 |
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| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
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| EXPY | Termination of patent right or utility model |