CN206090863U - Heel piece is accepted at structure top - Google Patents

Heel piece is accepted at structure top Download PDF

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Publication number
CN206090863U
CN206090863U CN201620923567.0U CN201620923567U CN206090863U CN 206090863 U CN206090863 U CN 206090863U CN 201620923567 U CN201620923567 U CN 201620923567U CN 206090863 U CN206090863 U CN 206090863U
Authority
CN
China
Prior art keywords
socket
branch
tenon
socket component
accepted
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.)
Expired - Fee Related
Application number
CN201620923567.0U
Other languages
Chinese (zh)
Inventor
张如堂
张如明
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ZHEJIANG PUTIAN INTEGRATED HOUSING CO Ltd
Original Assignee
ZHEJIANG PUTIAN INTEGRATED HOUSING CO Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by ZHEJIANG PUTIAN INTEGRATED HOUSING CO Ltd filed Critical ZHEJIANG PUTIAN INTEGRATED HOUSING CO Ltd
Priority to CN201620923567.0U priority Critical patent/CN206090863U/en
Application granted granted Critical
Publication of CN206090863U publication Critical patent/CN206090863U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a heel piece is accepted at structure top is refered in particular to in the architectural shape field, including main base, a plurality of sockets have been seted up to main base, insert in the socket and be equipped with branch's socket component, branch's socket component surface is provided with the recess, the recess with insert intraoral tenon no. 1 and agree with mutually. After adopting above -mentioned scheme, bearing capacity and efficiency of construction have been improved.

Description

Accept heel piece in a kind of structure top
Technical field
The utility model is related to architectural shape field, refers in particular to a kind of structure top and accepts heel piece.
Background technology
Jing State Council counts, and China Steel yield is about 8.06 hundred million tons within 2015.It is modern in order to reduce the effect of excess production capacity In latter period, domestic rolling shapes, quality, specification need to be adapted to and meet domestic and international steel construction development need, about the height in field The application and development of performance steel need to need the leading world, so the product of steel construction, accessory and supporting technology product also must reach International most advanced level.Emphasis need protrusion has a large capacity and a wide range, such as proportion of output value in the industry the house of status, bridge, into suit Prepare the potential market ratio for making (including ocean engineering, new forms of energy wind energy project, nuclear power engineering, the three-in-one engineering of intelligent grid etc.) Example needs to improve, and in order to improve building useful life and actual life, country is badly in need of promoting related auxiliary products, part Improve and improve, progressively make Steel Structure Industry become the emerging strategic industries of China, tentatively possess steel construction power target.For This, for the morphological requirements of matching component become increasingly complex and variation.For this purpose, for matching component morphological requirements increasingly Complicated variation.
Building construction top is accepted heel piece and belongs to steel construction associated components field, promptly can be accepted base plate and be worn Insert, roof system is snapped onto on substructure thing, similar building block system ground piecemeal add and, and can quickly and safely disintegrate, efficiently dress Case shipping is to all kinds of job sites.Operation ground is fastened, it is to avoid the quality error of manual work, purpose without the need for welding with bolt Be to make to want construction period to reduce, reduce the extra cost of transport, can frequent dismounting pickup, recycle. meet the country can Sustainable development green energy conservation policy.
As shown in figure 1, most to commonly use section combination structure at this stage, by the welding of most original by horizontal angle steel 01 It is fixed on each face of corner post base station component 03 with vertical angle steel 02, c-type and the mutual grafting shape mode of c-type is formed, so as to shape Into the attachment structure node of building frame construction.It is all that corner post base station component 03 almost carries that horizontal angle steel 01 passes over Transverse bending moment, the vertical displacement of horizontal angle steel 01 resist ability by and weld seam frictional force between corner post base station component 03 resisted Draw and repair.This kind of structure welding site operation is disorderly and unsystematic, and the force analysis allowed inside project can not be annotated well, mistake Many part needs carry out machine and are cut in owner building site.Human error can be exaggerated, for the delay of duration has very Big uncertain factor, is limited by existing structure technology portion, and this structural form is only suitable for the stronger building construction of globality.
Therefore, the present inventor makes further research to this, develops a kind of structure top and accepts heel piece, and thus this case produces It is raw.
Utility model content
The purpose of this utility model is to provide a kind of structure top to accept heel piece, improves bearing capacity with construction effect Rate.
To achieve these goals, the technical solution of the utility model is as follows:
Heel piece, including main basal base are accepted in a kind of structure top, and the main basal base offers some sockets, in the socket It is inserted with branch's socket component, branch's socket component outer surface arranges fluted, the phase contract of tenon one in the groove and socket Close.
Further, three mutually perpendicular sockets are offered on the main basal base, is provided between the edge of the socket Support member.
Further, branch's socket component includes branch's socket component one and branch's socket component two, branch's socket component one The level of main basal base is arranged on into socket, two outer surfaces up and down of branch's socket component one open up fluted;The branch holds Plug-in unit two is arranged on the vertical into socket of main basal base, and two adjacent outer surfaces of branch's socket component two open up fluted.
Further, some screws are provided with the groove.
Further, the upper surface of the main basal base is provided with roof system connector.
Further, the section of tenon one in the socket is trapezoidal, and branch's socket component correspondence tenon one caves inward Tenon two also for trapezoidal, and the thickness of tenon two is more than the thickness of tenon one.
After such scheme, the utility model compared with prior art, with advantages below:
1) accept each part of heel piece and use overall forging casting process, in the stress weight bearing power all same in each direction, There is no local pressure enlarge-effect and caused weld cracking;
2) when accepting heel piece with beam column rod member generation stress (shearing force, pulling force, moment of flexure), due to the stop in tongue and groove section, Want to depart from both, it is necessary to first overcome the fastening force of securing member (such as high-strength bolt), fastening force be vertical axial plane just Pressure, the frictional force between the binding face produced than two components is much bigger;
3) use of tongue and groove convex cross section can greatly reduce securing member and axially extending length, correspondingly, accept pin The size of part also can be greatly reduced, so as to reduce accepting the cost budgeting of node, without the need for Site Welding construction, by high intensity spiral shell Tether and connect, it is to avoid the accidental quality error of job site, finally to accelerate the installation rate of job site, reduce logistics box body chi Very little cost, can frequent dismounting move, the later stage can convenient accurate formula safeguard replacing components.
Description of the drawings
Fig. 1 is the schematic diagram of prior art;
Fig. 2 is schematic diagram of the present utility model;
Label declaration
Main basal base 1, branch's socket component 1, branch's socket component 23,
Groove 4, tenon 25, screw 6, tenon 1, roof system connector 8, support member 9.
Specific embodiment
Below in conjunction with the accompanying drawings the utility model is further described with specific embodiment.
As illustrated, heel piece is accepted at a kind of structure top, made by high-strength aluminum alloy, it includes main basal base 1, leads to Cross and some dismountable branch's socket components are set on main basal base 1, with other components (such as beam column rod member) cooperation, here are connected Illustrated as a example by three mutually perpendicular branch's socket components are set on main basal base 1.
Branch's socket component can be divided into branch's socket component 1 and branch's socket component 23, and branch's socket component 1 is arranged on main base Into socket, two outer surfaces up and down of branch's socket component 1 open up fluted 4 to the level of seat 1;Branch's socket component 23 is arranged In the vertical into socket of main basal base 1, two adjacent outer surfaces of branch's socket component 23 open up fluted 4, in above-mentioned groove 4 Some screws 6 are all provided with, groove 4 mutually agrees with the tenon 1 in socket, the section of tenon 1 in socket is trapezoidal, branch The tenon 25 that socket component correspondence tenon 1 caves inward also is trapezoidal, and the thickness of tenon 25 is more than the thickness of tenon 1, Beam column rod member can be prevented and accepted to be subjected to displacement between heel piece, it is also possible to the installation strength between stiffener, improve safety Property.
The upper surface of pedestal is provided with roof system connector 8, can be with other component grafting.
Preferably, being provided with support member 9 between the edge of socket, the bulk strength for accepting heel piece can be strengthened.
Specific embodiment of the utility model is above are only, but design concept of the present utility model is not limited thereto, it is all The change of unsubstantiality is carried out to the utility model using this design, the row for invading the utility model protection domain all should be belonged to For.

Claims (5)

1. heel piece is accepted at a kind of structure top, it is characterised in that:Including main basal base, the main basal base offers some sockets, Branch's socket component is inserted with the socket, branch's socket component outer surface arranges fluted, in the groove and socket Tenon one mutually agrees with;Branch's socket component includes branch's socket component one and branch's socket component two, and branch's socket component one sets The level in main basal base is put into socket, two outer surfaces up and down of branch's socket component one open up fluted;Branch's socket joint Part two is arranged on the vertical into socket of main basal base, and two adjacent outer surfaces of branch's socket component two open up fluted.
2. heel piece is accepted at a kind of structure top according to claim 1, it is characterised in that:Offer on the main basal base Three mutually perpendicular sockets, between the edge of the socket support member is provided with.
3. heel piece is accepted at a kind of structure top according to claim 1, it is characterised in that:If being provided with the groove Dry screw.
4. heel piece is accepted at a kind of structure top according to claim 1, it is characterised in that:The upper surface of the main basal base It is provided with roof system connector.
5. heel piece is accepted at a kind of structure top according to claim 1, it is characterised in that:Tenon one in the socket Section is trapezoidal, and the tenon two that branch's socket component correspondence tenon one caves inward also is trapezoidal, and the thickness of tenon two is big In the thickness of tenon one.
CN201620923567.0U 2016-08-22 2016-08-22 Heel piece is accepted at structure top Expired - Fee Related CN206090863U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620923567.0U CN206090863U (en) 2016-08-22 2016-08-22 Heel piece is accepted at structure top

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620923567.0U CN206090863U (en) 2016-08-22 2016-08-22 Heel piece is accepted at structure top

Publications (1)

Publication Number Publication Date
CN206090863U true CN206090863U (en) 2017-04-12

Family

ID=58469991

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620923567.0U Expired - Fee Related CN206090863U (en) 2016-08-22 2016-08-22 Heel piece is accepted at structure top

Country Status (1)

Country Link
CN (1) CN206090863U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108374514A (en) * 2018-04-25 2018-08-07 浙江普天集成房屋有限公司 A kind of prefabrication floor framing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108374514A (en) * 2018-04-25 2018-08-07 浙江普天集成房屋有限公司 A kind of prefabrication floor framing

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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: 20170412

Termination date: 20200822