CN106481044A - A kind of alloy keel structure and preparation method thereof - Google Patents
A kind of alloy keel structure and preparation method thereof Download PDFInfo
- Publication number
- CN106481044A CN106481044A CN201610895934.5A CN201610895934A CN106481044A CN 106481044 A CN106481044 A CN 106481044A CN 201610895934 A CN201610895934 A CN 201610895934A CN 106481044 A CN106481044 A CN 106481044A
- Authority
- CN
- China
- Prior art keywords
- main joist
- beam bottom
- flitch
- alloy
- joist body
- 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.)
- Granted
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21C—MANUFACTURE OF METAL SHEETS, WIRE, RODS, TUBES OR PROFILES, OTHERWISE THAN BY ROLLING; AUXILIARY OPERATIONS USED IN CONNECTION WITH METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL
- B21C37/00—Manufacture of metal sheets, bars, wire, tubes or like semi-manufactured products, not otherwise provided for; Manufacture of tubes of special shape
- B21C37/06—Manufacture of metal sheets, bars, wire, tubes or like semi-manufactured products, not otherwise provided for; Manufacture of tubes of special shape of tubes or metal hoses; Combined procedures for making tubes, e.g. for making multi-wall tubes
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21C—MANUFACTURE OF METAL SHEETS, WIRE, RODS, TUBES OR PROFILES, OTHERWISE THAN BY ROLLING; AUXILIARY OPERATIONS USED IN CONNECTION WITH METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL
- B21C37/00—Manufacture of metal sheets, bars, wire, tubes or like semi-manufactured products, not otherwise provided for; Manufacture of tubes of special shape
- B21C37/06—Manufacture of metal sheets, bars, wire, tubes or like semi-manufactured products, not otherwise provided for; Manufacture of tubes of special shape of tubes or metal hoses; Combined procedures for making tubes, e.g. for making multi-wall tubes
- B21C37/15—Making tubes of special shape; Making tube fittings
Abstract
The invention discloses a kind of alloy keel structure and preparation method thereof, including main joist body, the main joist body end is provided with termination flitch, the termination flitch is more than the main joist body end, the main joist body includes supported on both sides and beam bottom, and the supported on both sides becomes U-shape structure with the beam bottom, offers several beam bottom outlets on the beam bottom, connect band is provided between the beam bottom outlet, the connect band is internally provided with support flitch.The present invention adopts alloy keel structure of said structure and preparation method thereof, saves man-hour, reduces the labour intensity of workman, improve efficiency, reduce cost, while improve civilized construction degree and ensure that the flatness of concrete metope.
Description
Technical field
The present invention relates to field of engineering building, especially relates to a kind of alloy keel structure and preparation method thereof.
Background technology
At present, in building structure construction, as most of steel forms occupancy tower crane number of times is more, main flow has been gradually backed out
Structure construction market, the substitute is wallboard, roof plate template and dissipates a scattered spelling, improve structure construction speed to a certain extent
Degree.Keel be used to support moulding, fixed structure a kind of construction material and meanwhile fit up skeleton and base material, using very general
Time.Currently common combination is following several ways, and, based on flitch, horizontal main joist is mainly with double steel pipe for vertical keel
Based on, but in use, flitch consumption is huge, and steel pipe weight is heavier, and labor strength is than larger, steel pipe
Blocked by misconduct the problems such as waste are caused to adapt to wall size.While steel pipe increasing number, can also cause secondary removing
Fortune, increased labour intensity, and the quantity of silk through walls also increases, and increased cost, and steel rough ground is a kind of using more general
Time keel structure, as keel need to be integrated into skeleton, common nails cannot be followed closely, steel wood composite keel integrate skeletonization
Need in iron and steel outer layer drill flute when frame so as to which the wooden unit for growing inside can just add the screw of connection, existing steel wood dragon
Bone keelson is flitch, and flitch is identical with outer keel length, causes keelson protect outer keel, and outer keel is easily deformed,
Therefore keel deformation is easily caused in iron sheet surface drill flute, the scale error for also easily causing aperture or groove is big, and keel connect
Can not nail at head, this is just made troubles to constructing operation.Therefore, a kind of alloy keel structure and preparation method thereof is designed
It is necessary.
Content of the invention
It is an object of the invention to provide a kind of alloy keel structure and preparation method thereof, saves man-hour, reduces workman
Labour intensity, improve efficiency, reduce cost, while improve civilized construction degree and ensure that the flat of concrete metope
Whole degree.
For achieving the above object, the invention provides a kind of alloy keel structure, including main joist body, the main joist
Body end is provided with termination flitch, and the termination flitch is more than the main joist body end, and the main joist body includes
Supported on both sides and beam bottom, the supported on both sides become U-shape structure with the beam bottom, offer several beam bottom outlets on the beam bottom,
Connect band is provided between the beam bottom outlet, the connect band is internally provided with support flitch.
Preferably, the supported on both sides and the beam bottom are integrally formed.
Preferably, the beam bottom outlet is set to elongate holes.
Preferably, the upper and lower of the supported on both sides is symmetrically arranged with through hole, and the end of the through hole is filled with bubble
Foam glue.
Preferably, the support flitch and the supported on both sides are fastened with bolt, the termination flitch exposed portion length
Not less than 2 millimeters.
A kind of preparation method of alloy keel structure, comprises the following steps：
C, selection equipment：This body forming machine of main joist is set, including alloy material melting unit, extrusion equipment, shaping mould
Tool, cooling device；
D, main joist body make：By alloy material by melting unit heating fusing, with extrusion equipment by after fusing
Alloy material passes through from mould, extrusion molding, subsequently cools, and obtains main joist body；
C, setting punching apparatus：The beam bottom punching of the main joist body includes stamping machine, mould, fixing mould frame
With fixing mould bar, mould is fixed on stamping machine, the fixation is installed after fixing mould frame is fixed on the positioning
Mold rods, adjust die holder position, make mold base hole corresponding with forcer position；
D, punching make：Using automatic press, YDX alloy U-type groove is advanced, mouth upward, beam bottom under, drift is aligned
The beam bottom of YDX alloy U-type groove is stamped and formed out perforation, and continuous punching then forms some elongate holes, determines strip as needed
The length specification in hole；
E, the insertion of flitch：Flitch and termination flitch will be supported to be inserted respectively into inside the connect band of the main joist body
And both ends, in the support flitch and main joist supported on both sides jewel hole, being fastened with bolt, termination flitch is more than main joist body
The length of end is not less than 2 millimeters；
F, filled and process glue：Foamed glue is filled into the through hole end on the main joist body.
Preferably, in step C, fixed dam is installed on the die holder both sides of mould, and core rod one end is solid using pull bar
Fixed.
Preferably, mould is lifted after the completion of punching in step D, carry out cleaning flushing.
Therefore, the present invention adopts alloy keel structure of said structure and preparation method thereof, saves man-hour, reduces work
The labour intensity of people, improves efficiency, reduces cost, while improve civilized construction degree and ensure that concrete metope
Flatness.
Below by drawings and Examples, technical scheme is described in further detail.
Description of the drawings
Fig. 1 is a kind of structural representation of alloy keel structure embodiment of the present invention；
Fig. 2 is a kind of main joist body construction schematic diagram of alloy keel structure embodiment of the present invention；
Fig. 3 is a kind of top view of alloy keel structure embodiment of the present invention.
Specific embodiment
Embodiment
Fig. 1 is a kind of structural representation of alloy keel structure embodiment of the present invention；Fig. 2 is a kind of alloy keel of the present invention
The main joist body construction schematic diagram of constructive embodiment；Fig. 3 is a kind of top view of alloy keel structure embodiment of the present invention.Such as
Shown in figure, the invention provides a kind of alloy keel structure, including main joist body, the main joist body end is provided with end
Pollard side 1, termination flitch 1 are more than the main joist body end, and the main joist body includes supported on both sides 2 and beam bottom 3, and two
Collateral support 2 and 3 one-tenth of beam bottom U-shape structure, offer several beam bottom outlets 4, are provided with connect band 5 between beam bottom outlet 4 on beam bottom 3, even
Tape splicing 5 is internally provided with support flitch 6, and supported on both sides 2 and beam bottom 3 are integrally formed, and the present invention adopts YDX alloy main joist,
Beam bottom outlet is opened up on beam bottom, and the length in hole is set according to actual needs, and supported on both sides is integrally formed with beam bottom, is set to U-shaped knot
Structure, can mitigate weight, and termination flitch can protect the main dragon of YDX alloy more than the end certain length of YDX alloy main joist
The end of bone is not destroyed, and prevents high falling damaged, supports the effect of flitch increase main joist inside connect band
Intensity, may also operate as protecting the effect of main joist.
YDX alloy main joist is reinforced contrast with conventional steel and has preferable effect, with high 3m, long 3m, thickness of slab 20mm wall
As a example by the horizontal main joist of template back arris, steel pipe is reinforced needs 10,5 road, and YDX alloy main joist needs 3,3 road；Peace reinforced by steel pipe
The number of times of dress and dismounting is 10 times and causes rehandling number of times for 20 times, and YDX alloy main joist installs, dismantle and secondary remove
Fortune number of times is 3 times；It is 30 with template perforating number that steel pipe reinforce the silk quantity through walls that uses to be 30, YDX alloy main joist
It is 12 with template perforating number that the silk quantity through walls that uses is 12；The operation gross weight that steel pipe is reinforced and hauled weight are
360 kilograms, the operation gross weight of YDX alloy main joist and hauled weight are 73 kilograms；YDX alloy main joist reinforces phase with steel pipe
Than man-hour 80% is saved, reduce freight 85%, reduce efficiency 80%, tower crane 80% is saved, improve concrete wall surface levelling
Degree 80%, while also improve civilized construction degree.
Beam bottom outlet 4 is set to strip circular hole, facilitates penetrating for silk through walls, in order to main joist and secondary joist is fixed, hole
Size can be adjusted as needed.
The upper and lower of supported on both sides 2 is symmetrically arranged with through hole 7, and the end of through hole 7 is filled with foamed glue.
Termination flitch 1 spills partial-length not less than 2 millimeters.
A kind of preparation method of alloy keel structure, comprises the following steps：
E, selection equipment：This body forming machine of main joist is set, including alloy material melting unit, extrusion equipment, shaping mould
Tool, cooling device；
F, main joist body make：By alloy material by melting unit heating fusing, with extrusion equipment by after fusing
Alloy material passes through from mould, extrusion molding, subsequently cools, and obtains main joist body.
C, setting punching apparatus：The beam bottom punching of the main joist body includes stamping machine, mould, fixing mould frame
With fixing mould bar, mould is fixed on stamping machine, the fixation is installed after fixing mould frame is fixed on the positioning
Mold rods, adjust die holder position, make mold base hole corresponding with forcer position；
D, punching make：Using automatic press, YDX alloy U-type groove is advanced, mouth upward, beam bottom under, drift is aligned
The beam bottom of YDX alloy U-type groove is stamped and formed out perforation, and continuous punching then forms some elongate holes, determines strip as needed
The length specification in hole；
E, the insertion of flitch：Flitch and termination flitch will be supported to be inserted respectively into inside the connect band of the main joist body
And both ends, in the support flitch and main joist supported on both sides jewel hole, being fastened with bolt, termination flitch is more than main joist body
The length of end is not less than 2 millimeters；
F, filled and process glue：Foamed glue is filled into the through hole end on the main joist body.
In step C, fixed dam is installed on the die holder both sides of mould, and core rod one end is fixed using pull bar.
Mould is lifted after the completion of punching in step D, carry out cleaning flushing.
Therefore, the present invention adopts alloy keel structure of said structure and preparation method thereof, saves man-hour, reduces work
The labour intensity of people, improves efficiency, reduces cost, while improve civilized construction degree and ensure that concrete metope
Flatness.
Finally it should be noted that：Above example only in order to technical scheme to be described rather than be limited,
Although being described in detail to the present invention with reference to preferred embodiment, it will be understood by those within the art that：Its according to
So technical scheme can be modified or equivalent, and these modifications or equivalent can not also make to repair
Technical scheme after changing departs from the spirit and scope of technical solution of the present invention.
Claims (8)
1. a kind of alloy keel structure, including main joist body, it is characterised in that：The main joist body end is provided with termination
Flitch, the termination flitch are more than the main joist body end, and the main joist body includes supported on both sides and beam bottom, described
Supported on both sides becomes U-shape structure with the beam bottom, offers several beam bottom outlets, the company of being provided between the beam bottom outlet on the beam bottom
Tape splicing, the connect band are internally provided with support flitch.
2. a kind of alloy keel structure according to claim 1, it is characterised in that：The supported on both sides and the beam bottom one
Body formed.
3. a kind of alloy keel structure according to claim 2, it is characterised in that：The beam bottom outlet is set to strip
Hole.
4. a kind of alloy keel structure according to claim 3, it is characterised in that：The upper and lower of the supported on both sides
Through hole is symmetrically arranged with, the end of the through hole is filled with foamed glue.
5. a kind of alloy keel structure according to claim 4, it is characterised in that：The support flitch and described two collateral
Support is fastened with bolt, and the termination flitch exposed portion length is not less than 2 millimeters.
6. a kind of preparation method of the alloy keel structure as described in claim 1-5, it is characterised in that comprise the following steps：
A, selection equipment：This body forming machine of main joist is set, including alloy material melting unit, extrusion equipment, mould, cold
But equipment；
B, main joist body make：By alloy material by melting unit heating fusing, with extrusion equipment by the alloy after fusing
Material passes through from mould, extrusion molding, subsequently cools, and obtains main joist body；
C, setting punching apparatus：The beam bottom punching of the main joist body includes stamping machine, mould, fixing mould frame and consolidates
Fixed mold bar, mould is fixed on stamping machine, installs the fixing mould after fixing mould frame is fixed on the positioning
Bar, adjusts die holder position, makes mold base hole corresponding with forcer position；
D, punching make：Using automatic press, YDX alloy U-type groove is advanced, mouth upward, beam bottom under, drift alignment YDX is closed
The beam bottom of golden U-type groove is stamped and formed out perforation, and continuous punching then forms some elongate holes, determines the length of elongate holes as needed
Metric lattice；
E, the insertion of flitch：By the connect band inside and two for supporting flitch and termination flitch to be inserted respectively into the main joist body
End, in the support flitch and main joist supported on both sides jewel hole, is fastened with bolt, and termination flitch is more than main joist body end
Length be not less than 2 millimeters；
F, filled and process glue：Foamed glue is filled into the through hole end on the main joist body.
7. the preparation method of a kind of alloy keel structure according to claim 6, it is characterised in that：Become in step C
Fixed dam is installed on the die holder both sides of pattern tool, and core rod one end is fixed using pull bar.
8. the preparation method of a kind of alloy keel structure according to claim 7, it is characterised in that：Rush in step D
Mould is lifted after the completion of hole, carry out cleaning flushing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610895934.5A CN106481044B (en) | 2016-10-14 | 2016-10-14 | A kind of alloy keel structure and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610895934.5A CN106481044B (en) | 2016-10-14 | 2016-10-14 | A kind of alloy keel structure and preparation method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106481044A true CN106481044A (en) | 2017-03-08 |
| CN106481044B CN106481044B (en) | 2019-07-12 |
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Family Applications (1)
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| CN201610895934.5A Active CN106481044B (en) | 2016-10-14 | 2016-10-14 | A kind of alloy keel structure and preparation method thereof |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110059937A (en) * | 2009-11-30 | 2011-06-08 | 정진호 | Outer wall closing member installation structure forbuilding |
| CN204023955U (en) * | 2014-08-19 | 2014-12-17 | 曹立英 | A kind of NEW TYPE OF COMPOSITE keel structure |
| CN204496863U (en) * | 2015-03-02 | 2015-07-22 | 深圳市蔷薇科技有限公司 | A kind of keel structure for installing LED curtain wall screen |
| CN204662721U (en) * | 2015-04-29 | 2015-09-23 | 浙江未来加电子商务有限公司 | The eccentric bridge cut-off keel of L-type |
| CN204940659U (en) * | 2015-07-24 | 2016-01-06 | 苏州美瑞德建筑装饰有限公司 | A kind of keel shoe of suspended ceiling |
| CN106013769A (en) * | 2016-05-23 | 2016-10-12 | 张成财 | High-performance composite structure keel building material, preparation method and special equipment |
| CN206110593U (en) * | 2016-10-14 | 2017-04-19 | 曹立英 | Alloy keel structure |
-
2016
- 2016-10-14 CN CN201610895934.5A patent/CN106481044B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110059937A (en) * | 2009-11-30 | 2011-06-08 | 정진호 | Outer wall closing member installation structure forbuilding |
| CN204023955U (en) * | 2014-08-19 | 2014-12-17 | 曹立英 | A kind of NEW TYPE OF COMPOSITE keel structure |
| CN204496863U (en) * | 2015-03-02 | 2015-07-22 | 深圳市蔷薇科技有限公司 | A kind of keel structure for installing LED curtain wall screen |
| CN204662721U (en) * | 2015-04-29 | 2015-09-23 | 浙江未来加电子商务有限公司 | The eccentric bridge cut-off keel of L-type |
| CN204940659U (en) * | 2015-07-24 | 2016-01-06 | 苏州美瑞德建筑装饰有限公司 | A kind of keel shoe of suspended ceiling |
| CN106013769A (en) * | 2016-05-23 | 2016-10-12 | 张成财 | High-performance composite structure keel building material, preparation method and special equipment |
| CN206110593U (en) * | 2016-10-14 | 2017-04-19 | 曹立英 | Alloy keel structure |
Non-Patent Citations (1)
| Title |
|---|
| 王武齐: "《建筑装饰工程预算》", 31 August 2004 * |
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| CN106481044B (en) | 2019-07-12 |
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