CN107268786A - Construction set - Google Patents

Construction set Download PDF

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Publication number
CN107268786A
CN107268786A CN201710480589.3A CN201710480589A CN107268786A CN 107268786 A CN107268786 A CN 107268786A CN 201710480589 A CN201710480589 A CN 201710480589A CN 107268786 A CN107268786 A CN 107268786A
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CN
China
Prior art keywords
installation
installation portion
support member
auxiliary section
construction set
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
Application number
CN201710480589.3A
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Chinese (zh)
Other versions
CN107268786B (en
Inventor
李新华
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Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201710480589.3A priority Critical patent/CN107268786B/en
Publication of CN107268786A publication Critical patent/CN107268786A/en
Application granted granted Critical
Publication of CN107268786B publication Critical patent/CN107268786B/en
Active legal-status Critical Current
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2415Brackets, gussets, joining plates
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2445Load-supporting elements with reinforcement at the connection point other than the connector
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2451Connections between closed section profiles

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention discloses a kind of construction set.The construction set includes pillar, support member and bearing part.The pillar has enclosing wall.The enclosing wall surrounds a cavity volume.Installation through-hole is provided with the enclosing wall.The installation through-hole is connected with the cavity volume.The support member is contained in the cavity volume.The bearing part has installation portion.The installation portion is extended to by the installation through-hole, and is arranged on the support member.There is structure to simplify and firm performance is supported for the construction set of the present invention.

Description

Construction set
Technical field
The present invention relates to a kind of support member, particularly a kind of construction set.
Background technology
Building field generally requires corresponding support member to realize corresponding support.Bracket, then be a kind of important build Build component.Bracket is also known as:Corbel, its effect is that in mixed structure, one piece of supporter below beam, its effect is by beam branch The power of seat is scattered to pass to following load-bearing material, because a face concentrated force is too big, easily damages wall by pressure.How further to be lifted and built The firm support performance for building component is then the problem of needing to consider all the time.
The content of the invention
An object of the present invention is consolidated to overcome deficiency of the prior art to be simplified there is provided a kind of structure, support Construction set.
To realize object above, the present invention is achieved through the following technical solutions:
The present invention provides a kind of construction set.The construction set includes pillar, support member and bearing part.The pillar tool There is enclosing wall.The enclosing wall surrounds a cavity volume.Installation through-hole is provided with the enclosing wall.The installation through-hole holds with described Chamber is connected.The support member is contained in the cavity volume.The bearing part has installation portion.The installation portion is extended to by institute Installation through-hole is stated, and is arranged on the support member.
Preferably, the support member is cast member.
Preferably, the installation portion is fastenedly connected with the pillar and is integrally provided.
Preferably, the support member, which has, installs auxiliary section.The installation portion is fixedly installed on the peace by fastener Fill on auxiliary section.
Preferably, the support member has supportive body.The installation auxiliary section is provided projectingly from the supportive body, and Surround a holding chamber.The installation portion, which is extended to, to be plugged in the holding chamber.
Preferably, the bearing part also includes the second installation portion.Second installation portion is arranged on the enclosing wall.
Preferably, the support member has second to install auxiliary section.The second installation auxiliary section is arranged on the enclosing On wall.
Preferably, the bearing part also includes the second installation portion.The support member has second to install auxiliary section.Described Two installation portions, the enclosing wall and the second installation auxiliary section are fastenedly connected and are integrally provided successively by the second fastener.
Preferably, second installation portion extends perpendicular to the installation portion, and is configured to a tabular.
Preferably, the bearing part has supporting part.The supporting part is outstanding relative to the enclosing wall to be set, with Available for the part outside support.The installation portion is arranged on one end of the supporting part.
Compared with prior art, the bearing part of construction set of the present invention is used for the building component for supporting other outside.It is described Bearing part extends through the installation through-hole on pillar by installation portion, so that constraint that bearing part can be by pillar and branch Support.Also, the support member being contained in the cavity volume of the pillar can support the installation portion of the bearing part, not only save group Space is filled, and further improves the firm support performance to the bearing part.In short, the construction set has structure Simplify and support firm performance.
Brief description of the drawings
A kind of dimensional structure diagram for construction set that Fig. 1 provides for the present invention.
Fig. 2 be Fig. 1 in pillar dimensional structure diagram.
Fig. 3 be Fig. 1 in support member dimensional structure diagram.
Fig. 4 be Fig. 1 in bearing part dimensional structure diagram.
The dimensional structure diagram that Fig. 5 coordinates for the bearing part assembling of Fig. 3 support member and Fig. 4.
Embodiment
The present invention is described in detail below in conjunction with the accompanying drawings:
Embodiment one:
Referring to Fig. 1, it is a kind of construction set 101 of the invention provided.The construction set 101 include pillar 10, Support member 30 and bearing part 50.The support member 30 is arranged on the pillar 10.The bearing part 50, which is extended to, is arranged on branch In support member 30, and available for the part outside support (for example:Crossbeam).
Also referring to Fig. 2, the pillar 10 has enclosing wall 12.The enclosing wall 12 is surrounded with cavity volume 14.It is described to enclose The concrete shape and construction of retaining wall 12 and the cavity volume 14 are selected as needed, as long as the support member 30 can be supported i.e. Can.In the present embodiment, the enclosing wall 12 surrounds the exterior contour of rectangular cylindrical.The cavity volume 14 is rectangle tube chamber.More Body, the cavity volume 14 is cavity, not only saves material, and convenient concrete perfusion is to lift firm support performance.Accordingly Ground, the generally rectangular shaped tubulose of the pillar 10.In order to lift support performance, the pillar 10 is integral type steel member, i.e. steel pipe.
The enclosing wall 12 is above-mentioned to be provided with installation through-hole 16.The installation through-hole 16 is connected with the cavity volume 14.It is described As long as the shape and size of installation through-hole 16 enable to the bearing part 50 to extend in the cavity volume 14, and are arranged on described Support member 30.The particular number of the installation through-hole 16 and distribution are selected as needed.In the present embodiment, the peace Fill the generally rectangular shaped through hole of through hole 16.When the bearing part 50 passes through the installation through-hole 16, the bearing part 50 can be with institute The hole wall for stating installation through-hole 16 is in contact, so that the enclosing wall 12 provides the further support to bearing part 50.It is described The quantity of installation through-hole 16 and distribution are selected as needed.In the present embodiment, seven installation through-holes 16,16b, 16c, 16d, The rectangular distribution of 16e, 16f, 16g, and can be used for passing through following seven installation portion 52,52b, 52c, 52d, 52e, 52f, 52g.
Referring to Fig. 3, the support member 30 is used to provide the support to the bearing part 50.In order to fully save space and The convenient support for realizing 12 pairs of the enclosing wall bearing part 50, the support member 30 is contained in the cavity volume 14.Institute As long as the support to the bearing part 50 can be realized by stating the concrete shape and construction of support member 30.In order to facilitate that realizing Firm support, the support member 30, which has, installs auxiliary section 32.The installation auxiliary section 32 is used for the peace with following bearing parts 50 Dress portion 52, which is installed, to be coordinated.In the present embodiment, the installation auxiliary section 32 is substantially in tabular, so that convenient and installation portion 52 Firm laminating.In order to further save space and lift firm support performance, the installation auxiliary section 32 surrounds a holding chamber 34.Specifically, the installation auxiliary section 32 is in wall-like.Opened to fully save formation one on material, the installation auxiliary section 32 Mouthful.Correspondingly, the holding chamber 34 is the rectangle tube chamber with partial notch.It can form corresponding on the installation auxiliary section 32 Fastener hole, to house corresponding fastener.The quantity of the installation auxiliary section 32 and distribution are selected as needed.In this implementation In example, in order to lift universal performance and producing balanced forces, four installation crosswise extensions in auxiliary section 32, and two-by-two back to being arranged on On following supportive bodies 36.Each described installation auxiliary section 32 is used equally for supporting a corresponding bearing part 50.
The support member 30 also includes supportive body 36.The supportive body 36 is contained in the cavity volume 14, and is used for Support the other structures of the support member 30.The supportive body 36 can be in column shape.In the present embodiment, in order to save material Expect and irrigate corresponding concrete, the supportive body 36 is in a tubular form.
In order to further lift the firm support performance to the bearing part 50, the support member 30 also includes second and installed Auxiliary section 38.The second installation auxiliary section 38 is used to be fastenedly connected one with the second installation portion 54 of following bearing parts 50.When So, the second installation auxiliary section 38 can be fastened on the setting enclosing wall 12, to lift firm support performance.In this implementation In example, in order to lift the coating performance with the enclosing wall 12, described second installs auxiliary section 38 in tabular.Further, Described second installs bearing of trend of the auxiliary section 38 perpendicular to the installation auxiliary section 32.It that is to say, described second installs cooperation The installation portion 52 for extending perpendicularly to the bearing part 50 in portion 38 is attached to the installation direction of the support member 30.In this reality Apply in example, multiple second installation auxiliary sections 38 are disposed on described in the correspondence one away from the supportive body 36 successively On the free end for installing auxiliary section 32.
In order to strengthen the firm support performance of the support member 30, the support member 30 is integrated part.Specifically, the branch Support member 30 is steel member.In order to facilitate that manufacture, in the present embodiment, the support member 30 are cast member.
Fig. 4 and Fig. 5 is referred to, the bearing part 50 has installation portion 52.The installation portion 52 is extended to by the peace Through hole 16 is filled, and is arranged on the support member 30.The concrete shape and construction of the installation portion 52 are selected as needed. In the present embodiment, the installation portion 52 is substantially plate-like.The installation portion 52 is arranged on the installation auxiliary section of the support member 30 On 32.Specifically, the laminating of installation portion 52 is arranged on the installation auxiliary section 32.It that is to say, the installation portion 52 and institute State the contact setting for installing the formation plane of auxiliary section 32 with plane.Further, at least part (structure) described installation portion 52 Extend to and be plugged in the holding chamber 34 that the installation portion auxiliary section 32 is surrounded.The quantity of the installation portion 52 and distribution are according to need Want and select.In the present embodiment, multiple installation portions 52 are arranged at intervals successively, and are surround as a straight-flanked ring.Certainly, the peace Dress portion 52 may also be only one, can also surround the end of column or tubulose.The installation portion 52 is arranged on following supporting parts 54 One end on.Seven installation portions 52, the rectangular distributions of 52b, 52c, 52d, 52e, 52f, 52g, and with same to installation portion 32 are fastenedly connected one by fastener.
The bearing part 50 also includes supporting part 54.The supporting part 54 is used for other knots for supporting the bearing part 50 Structure, and can support outside part (for example:Crossbeam).The supporting part 54 is outstanding relative to the enclosing wall 12 to be set. Specifically, when the bearing part 50 is installed, the installation portion 52, which is plugged, to be attached in the cavity volume 14;The supporting part 54 In outside the cavity volume 14.In the present embodiment, the shape of the supporting part 54 and the shape substantially phase of the installation auxiliary section 32 Together.It that is to say, the supporting part 54 is in the tube-like piece with a breach (not indicated in figure) (on the wall of side), so that convenient Realize that concrete is irrigated in the tube chamber 58 surrounded to the supporting part 54 from the breach.
In order to further lift firm support performance, the bearing part 50 also includes the second installation portion 56.Second peace Dress portion 56 can be fixedly installed on the enclosing wall 12.In the present embodiment, second installation portion 56, the enclosing wall 12 And the second installation auxiliary section 38 of the support member 30 passes sequentially through the second fastener and is fastenedly connected one.It that is to say, second is tight Firmware sequentially passes through the of the second installation portion 56, the enclosing wall 12 of the pillar 10 and the support member 30 of the bearing part 50 Two install auxiliary sections 38 and realize foregoing three's and be fastenedly connected one.In the present embodiment, seven the second installation portions 56,56b, The rectangular distribution of 56c, 56d, 56e, 56f, 56g, 56g, and be fastenedly connected with corresponding seven the second installation auxiliary sections 38 One.
Embodiment two:
The present invention also provides a kind of building-supporting device.The building-supporting device includes the described of such as record of embodiment one Construction set 101 and crossbeam (not shown).The crossbeam is arranged on the bearing part 50.The crossbeam can be tubulose Part.Specifically, the supporting part 54 of the bearing part 50, which can be plugged, is attached in the tube chamber of the crossbeam.The crossbeam can Think steel pipe.The crossbeam can be used for the parts such as other support walls.Correspondingly, the construction set 101 can be bracket. The building-supporting device also includes concrete (not shown).The cavity volume of the filling concrete in the pillar 10 In 14.
It should be noted that " fastener " that occurs in the present invention, " the second fastener " can use screw, bolt Or the element being fastenedly connected between at least two parts can be achieved in stud etc..It is envisioned that the enclosing wall 12, described Installation portion 52 and the corresponding installation auxiliary section 32, and second installation portion 56 and the corresponding second installation auxiliary section Corresponding fastener hole is provided with 38, so that corresponding fastening general, the second fastener can be accommodated.In addition, occurring in the present invention " first ", " second " etc. can use same or like structure." upper and lower " that occurs in the present invention, " left, It is right ", " forward and backward " etc. be relative concept, for reference to accompanying drawing with the convenient relative position for understanding all parts.Such as without special Illustrate, " grafting direction, the installation direction " that occurs in the present invention refers to the length direction of the bearing part 50.The pillar 10 can vertically be extended.The bearing part 50 can be extended with horizontal direction, and be plugged to by the pillar 10 On installation through-hole 16.
Preferred embodiments of the present invention are these are only, are not used to limit to protection scope of the present invention, it is any in the present invention Modification, equivalent substitution or improvement in spirit etc., all cover in scope of the presently claimed invention.

Claims (10)

1. a kind of construction set, it is characterised in that including:
Pillar, the pillar has enclosing wall;The enclosing wall surrounds a cavity volume;Installation through-hole is provided with the enclosing wall; The installation through-hole is connected with the cavity volume;
Support member, the support member is contained in the cavity volume;And
Bearing part, the bearing part has installation portion;The installation portion is extended to by the installation through-hole, and is arranged on described On support member.
2. construction set according to claim 1, it is characterised in that:
The support member is cast member.
3. construction set according to claim 1, it is characterised in that:
The installation portion is fastenedly connected with the pillar and is integrally provided.
4. construction set according to claim 1, it is characterised in that:
The support member, which has, installs auxiliary section;
The installation portion is fixedly installed on the installation auxiliary section by fastener.
5. construction set according to claim 4, it is characterised in that:
The support member has supportive body;
The installation auxiliary section is provided projectingly from the supportive body, and surrounds a holding chamber;
The installation portion, which is extended to, to be plugged in the holding chamber.
6. construction set according to claim 1, it is characterised in that:
The bearing part also includes the second installation portion;
Second installation portion is arranged on the enclosing wall.
7. construction set according to claim 1, it is characterised in that:
The support member has second to install auxiliary section;
The second installation auxiliary section is arranged on the enclosing wall.
8. construction set according to claim 1, it is characterised in that:
The bearing part also includes the second installation portion;
The support member has second to install auxiliary section;
Second installation portion, the enclosing wall and the second installation auxiliary section are fastenedly connected one successively by the second fastener Set body.
9. construction set according to claim 8, it is characterised in that:
Second installation portion extends perpendicular to the installation portion, and is configured to a tabular.
10. construction set according to claim 1, it is characterised in that:
The bearing part has supporting part;
The supporting part is outstanding relative to the enclosing wall to be set, with available for the part outside support;
The installation portion is arranged on one end of the supporting part.
CN201710480589.3A 2017-06-22 2017-06-22 Building assembly Active CN107268786B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710480589.3A CN107268786B (en) 2017-06-22 2017-06-22 Building assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710480589.3A CN107268786B (en) 2017-06-22 2017-06-22 Building assembly

Publications (2)

Publication Number Publication Date
CN107268786A true CN107268786A (en) 2017-10-20
CN107268786B CN107268786B (en) 2024-06-25

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Family Applications (1)

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CN201710480589.3A Active CN107268786B (en) 2017-06-22 2017-06-22 Building assembly

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115030406A (en) * 2022-06-28 2022-09-09 科兴建工集团有限公司 Connecting construction method for steel reinforced concrete column and steel beam node box type external wrapping steel rib

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201107820Y (en) * 2007-09-21 2008-08-27 莫列斯公司 Electronic card connecting device
CN201381555Y (en) * 2009-04-21 2010-01-13 南京工业大学 Composite material or composite wood intermediate layer beam-column connection structure
CN101685925A (en) * 2008-09-28 2010-03-31 黄养平 Design method and device of multifunctional parent-subsidiary sockets
CN202099881U (en) * 2011-05-05 2012-01-04 杨东佐 A kind of connector of building frame structure and building frame structure
CN202488883U (en) * 2011-12-31 2012-10-10 厦门多威电子有限公司 Installing structure of vertical gyroscope and circuit board
CN103643737A (en) * 2013-12-27 2014-03-19 中国京冶工程技术有限公司 Multilayer stereotactic frame assembled by prefabricated reinforced concrete members
CN106049676A (en) * 2016-02-04 2016-10-26 李新华 Steel structure bracket
CN106041346A (en) * 2016-02-04 2016-10-26 李新华 Steel structure beam
CN207079723U (en) * 2017-06-22 2018-03-09 李新华 Construction set

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201107820Y (en) * 2007-09-21 2008-08-27 莫列斯公司 Electronic card connecting device
CN101685925A (en) * 2008-09-28 2010-03-31 黄养平 Design method and device of multifunctional parent-subsidiary sockets
CN201381555Y (en) * 2009-04-21 2010-01-13 南京工业大学 Composite material or composite wood intermediate layer beam-column connection structure
CN202099881U (en) * 2011-05-05 2012-01-04 杨东佐 A kind of connector of building frame structure and building frame structure
CN202488883U (en) * 2011-12-31 2012-10-10 厦门多威电子有限公司 Installing structure of vertical gyroscope and circuit board
CN103643737A (en) * 2013-12-27 2014-03-19 中国京冶工程技术有限公司 Multilayer stereotactic frame assembled by prefabricated reinforced concrete members
CN106049676A (en) * 2016-02-04 2016-10-26 李新华 Steel structure bracket
CN106041346A (en) * 2016-02-04 2016-10-26 李新华 Steel structure beam
CN207079723U (en) * 2017-06-22 2018-03-09 李新华 Construction set

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115030406A (en) * 2022-06-28 2022-09-09 科兴建工集团有限公司 Connecting construction method for steel reinforced concrete column and steel beam node box type external wrapping steel rib
CN115030406B (en) * 2022-06-28 2024-05-10 科兴建工集团有限公司 Construction method for connecting reinforced concrete column and steel beam node box type outsourcing steel rib

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