CN207110531U - Supporting construction between a kind of braced beam - Google Patents

Supporting construction between a kind of braced beam Download PDF

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Publication number
CN207110531U
CN207110531U CN201720741462.8U CN201720741462U CN207110531U CN 207110531 U CN207110531 U CN 207110531U CN 201720741462 U CN201720741462 U CN 201720741462U CN 207110531 U CN207110531 U CN 207110531U
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China
Prior art keywords
supporting construction
joist
clinch
braced
joist body
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CN201720741462.8U
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Chinese (zh)
Inventor
管仁彪
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Hebei Crystal Building Polytron Technologies Inc
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Hebei Crystal Building Polytron Technologies Inc
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Priority to CN201720741462.8U priority Critical patent/CN207110531U/en
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Abstract

The utility model provides supporting construction between a kind of braced beam, belong to construction engineering technical field, template or laminated floor slab in support beam, including at least two joist bodies, joist body includes being used for and the clinch of beam overlap joint and the first attachment structure at least two joist bodies to be connected, overlapping part is located at the other end of joist body in the one end of joist body, the first attachment structure.The utility model uses truss structure, enhance the bearing capacity of cross-brace, the operating mode of large span can be applied to, overlapped again using clinch and beam, so that joist body end is not required to separately set support or attachment structure, it is easy to the installation and removal of whole supporting construction simultaneously, bigger space can be provided for other construction workings;And first attachment structure at least two joist bodies can be connected, be advantageous to the overall length of regulation, whole supporting construction is recycled, avoid the waste of resource.

Description

Supporting construction between a kind of braced beam
Technical field
The utility model belongs to construction engineering technical field, is to be related between a kind of braced beam to prop up more specifically Support structure.
Background technology
At present, the concrete floor slab placement of prefabricated buildings is still cast-in-place structural, it is necessary to set up overlapping building on beam in advance when pouring Plate or template, generally vertical supporting or cross-brace are also used between adjacent beam.By the way of vertical supporting, due to perpendicular More to number of strut, space-consuming is more, reduces working space, the scope of operation of pair other operations carried out simultaneously Have a significant impact;And cross-brace often fix by length when using cross-brace, so just it is difficult between the beam of different spacing Recycle, cause the waste of resource, and often bearing capacity is limited for horizontal bar-like support, it is impossible to be used in the beam of large span it Between.
Utility model content
The purpose of this utility model is to provide supporting construction between a kind of braced beam, to solve present in prior art It is difficult to recycle the technical problem relatively low with bearing capacity.
To achieve the above object, the technical solution adopted in the utility model is:Supporting construction between a kind of braced beam is provided, Template or laminated floor slab in support beam, including at least two joist bodies, the joist body include being used for and beam overlap joint Clinch and the first attachment structure at least two joist bodies to be connected, the overlapping part is in the joist body One end, first attachment structure are located at the other end of the joist body.
Further, between a kind of foregoing braced beam in supporting construction, in addition to intermediate truss, the intermediate truss two End is equipped with the second attachment structure for being connected with the joist body.
Further, between a kind of foregoing braced beam in supporting construction, first attachment structure is described including being located at Screw on joist body, the joist body are bolted.
Further, between a kind of foregoing braced beam in supporting construction, spacing is equal between the adjacent screw.
Further, between a kind of foregoing braced beam in supporting construction, the clinch is provided with described for adjusting The height adjusting structure of joist body height.
Further, between a kind of foregoing braced beam in supporting construction, the clinch, which is provided with, to be used to keep described The balanced supporting structure of joist body balance.
Further, between a kind of foregoing braced beam in supporting construction, the balanced supporting structure includes support feet, institute Support feet is stated to be connected with the clinch.
Further, between a kind of foregoing braced beam in supporting construction, the support feet and the clinch are detachable Connection.
Further, between a kind of foregoing braced beam in supporting construction, the support feet is provided with inserted link, the overlap joint Portion is provided with the sleeve pipe being used for inserted link socket.
Further, between a kind of foregoing braced beam in supporting construction, the inserted link is provided with screw thread, the inserted link (141)Periphery is arranged with the nut coordinated with the screw thread, and the nut external diameter is more than described sleeve pipe internal diameter.
The beneficial effect of supporting construction is between a kind of braced beam provided by the utility model:Compared with prior art, The utility model uses truss structure, enhances the bearing capacity of cross-brace, can be applied to the operating mode of large span, use again Clinch overlaps with beam, so that joist body end is not required to separately set support or attachment structure, while is easy to whole supporting construction Installation and removal, can effectively avoid using vertical supporting, bigger space is provided for other construction workings;And first connects Structure can connect at least two joist bodies, be advantageous to the overall length of regulation, to be applicable the operating mode of different spans, make whole Supporting construction can recycle, and avoid the waste of resource.
Brief description of the drawings
, below will be to embodiment or prior art in order to illustrate more clearly of the technical scheme in the embodiment of the utility model The required accompanying drawing used is briefly described in description, it should be apparent that, drawings in the following description are only that this practicality is new Some embodiments of type, for those of ordinary skill in the art, without having to pay creative labor, can be with Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the structural representation of supporting construction between a kind of braced beam that the utility model embodiment provides;
Fig. 2 is the use state diagram of supporting construction between a kind of braced beam that the utility model embodiment provides;
Fig. 3 is the structural representation of supporting construction between a kind of braced beam that the utility model embodiment provides;
Fig. 4 is the cross section structure diagram of A-A sections in Fig. 2;
Fig. 5 is supporting construction and the same position of A-A sections in Fig. 2 between a kind of braced beam that the utility model embodiment provides Cross section structure diagram.
Wherein, each reference in figure:
1- joist bodies;11- clinch;111- sleeve pipes;The attachment structures of 12- first;13- height adjusting structures;14- is supported Pin;141- inserted links;142- nuts;
2- intermediate trusses;The attachment structures of 21- second;
3- beams;4- back cords;5- laminated floor slabs.
Embodiment
In order that technical problem to be solved in the utility model, technical scheme and beneficial effect are more clearly understood, with Lower combination drawings and Examples, the utility model is further elaborated.It is it should be appreciated that described herein specific real Example is applied only to explain the utility model, is not used to limit the utility model.
It should be noted that when element is referred to as " being fixed on " or " being arranged at " another element, it can be directly another On one element or it is connected on another element.When an element is known as " being connected to " another element, it can To be directly to another element or be indirectly connected on another element.
It is to be appreciated that term " length ", " width ", " on ", " under ", "front", "rear", "left", "right", " vertical ", The orientation or position relationship of the instruction such as " level ", " top ", " bottom " " interior ", " outer " are to be closed based on orientation shown in the drawings or position System, it is for only for ease of and describes the utility model and simplified description, rather than the device or element of instruction or hint meaning is necessary With specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.
In addition, term " first ", " second " are only used for describing purpose, and it is not intended that instruction or hint relative importance Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can be expressed or Implicitly include one or more this feature.In description of the present utility model, " multiple " are meant that two or two More than, unless otherwise specifically defined.
Also referring to Fig. 1 and Fig. 2, now supporting construction a kind of braced beam provided by the utility model is said It is bright.Supporting construction between the braced beam(Referred to as " supporting construction "), template or laminated floor slab 5 in support beam 3, including At least two joist bodies 1, the joist body 1 include being used for the clinch 11 overlapped with beam 3 and for by least two purlins The first attachment structure 12 that support body 1 connects, the clinch 11 are located at the one end of the joist body 1, the first connection knot Structure 12 is located at the other end of the joist body 1.
In use, at least two joist bodies 1 are formed into supporting construction between braced beam by the connection of the first attachment structure 12, And the clinch 11 in supporting construction is overlapped on beam 3, it is possible to set up back cord 4 on the support structure or directly arrange template Or laminated floor slab 5.
Supporting construction between braced beam provided by the utility model, compared with prior art, using truss structure, enhance The bearing capacity of cross-brace, the operating mode of large span can be applied to, overlapped again using clinch 11 with beam 3, so that truss The end of body 1 is not required to separately set support or attachment structure, while is easy to the installation and removal of whole supporting construction, can effectively avoid making With vertical supporting, bigger space is provided for other construction workings;And first attachment structure 12 can be by least two truss Body 1 connects, and is advantageous to the overall length of regulation, to be applicable the operating mode of different spans, whole supporting construction is recycled, Avoid the waste of resource.
Further, referring to Fig. 3, as between braced beam provided by the utility model supporting construction it is a kind of specific real Mode, in addition to intermediate truss 2 are applied, the both ends of intermediate truss 2 are equipped with the second company for being connected with the joist body 1 Binding structure 21.Intermediate truss 2 be used for lengthen supporting construction between whole braced beam so that supporting construction can be applied to more greatly across The operating mode of degree, meanwhile, it also can more neatly adjust length.
Further, also referring to Fig. 1 to Fig. 3, as supporting construction between braced beam provided by the utility model A kind of embodiment, first attachment structure 12 include being located at screw on the joist body 1, the joist body 1 it Between be bolted.Be bolted safe ready, installation easy to disassemble, while can by increase the quantity of bolt come The bonding strength of junction is improved, so as to improve the bearing capacity of whole supporting construction.
Further, also referring to Fig. 1 to Fig. 3, as supporting construction between braced beam provided by the utility model A kind of embodiment, first attachment structure 12 include some screws being located on the joist body 1, and adjacent is described Spacing is equal between screw, and the joist body 1 is bolted.It is for the ease of fine setting that spacing is equal between adjacent screw The length of whole supporting construction.By making the translation between joist body 1, screw different on joist body 1 is mutually matched pair Together, blending bolt fastens, you can the length of whole supporting construction is finely tuned, it is convenient, flexible.
Further, referring to Fig. 5, as between braced beam provided by the utility model supporting construction it is a kind of specific real Apply mode, the clinch 11 is provided with the height adjusting structure 13 for being used for adjusting the height of joist body 1, with ensure template or The positional precision of laminated floor slab 5.When especially needing to set back cord 4, due to the both ends of back cord 4, often size is different, easily causes The position deviation of template or laminated floor slab 5, height adjusting structure 13 is set to unify to adjust the height of back cord 4, when making construction not Timber wedge must be all set on every back cord 4 to hold out against back cord 4, reduce the use of timber wedge etc., reduce workload.Height adjusting structure 13 can be the adjustment structure of discontinuous or continuous adjustment structure, have the common height of certain bearing capacity or Structure of adjusting length can be used as height adjusting structure 13.
Further, also referring to Fig. 1 to Fig. 5, as supporting construction between braced beam provided by the utility model A kind of embodiment, the clinch 11 are provided with the balanced supporting structure for being used for keeping the joist body 1 to balance, to prevent The only angle change of joist body 1 and unstability rollover.Balanced supporting structure can be integrally fixed at the plate-like structure of clinch 11, hang down Directly in the bar-like support structure of the length direction of joist body 1 and supporting foot structure etc..
Further, also referring to Fig. 1 to Fig. 5, as supporting construction between braced beam provided by the utility model A kind of embodiment, the balanced supporting structure include support feet 14, and the support feet 14 is connected with the clinch 11. Supporting foot structure is that top span is small, the big supporting construction of bottom span.If by the length direction of vertical trusses body 1 on horizontal plane Direction be defined as width, then the size on the width of support feet 14 should be greater than the chi on the width of joist body 1 It is very little.It is actually to raise the clinch 11 of joist body 1 using support feet 14, is mainly used in beam 3 as types such as I-steel or channel-section steels The situation of steel, support feet 14 are supported on the lower flange of section steel beam, and clinch 11, which is raised, better ensures that whole supporting construction The positional precision of template or laminated floor slab 5.
Further, also referring to Fig. 2, Fig. 4 and Fig. 5, tied as being supported between braced beam provided by the utility model A kind of embodiment of structure, the support feet 14 is detachably connected with the clinch 11, in order to tearing open for support feet 14 Dress is changed.
Further, also referring to Fig. 4 and Fig. 5, as supporting construction between braced beam provided by the utility model A kind of embodiment, the support feet 14 are provided with inserted link 141, and the clinch 11, which is provided with, to be used for and the inserted link The sleeve pipe 111 of 141 sockets.It is this simple in construction effective, overall stability under loading had both been can guarantee that, has been easy to whole supporting construction again Installation and removal, while be more favorable to adjust the height of whole supporting construction by changing support feet 14, it is more to be applicable Operating mode.
Further, referring to Fig. 5, as between braced beam provided by the utility model supporting construction it is a kind of specific real Mode is applied, the inserted link 141 is provided with screw thread, the inserted link(141)Periphery is arranged with the nut 142 coordinated with the screw thread, The external diameter of nut 142 is more than the internal diameter of described sleeve pipe 131.This structure is exactly a kind of concrete structure of height adjusting structure 13. The height of whole supporting construction can be adjusted after the installation of whole supporting construction using this structure, so as to be further ensured that template Or the positional precision of laminated floor slab 5.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model All any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model Protection domain within.

Claims (10)

  1. A kind of 1. supporting construction between braced beam, for support beam(3)On template or laminated floor slab(5), it is characterised in that:Bag Include at least two joist bodies(1), the joist body(1)Including being used for and beam(3)The clinch of overlap joint(11)With for will at least Two joist bodies(1)First attachment structure of connection(12), the clinch(11)Positioned at the joist body(1)One end Portion, first attachment structure(12)Positioned at the joist body(1)The other end.
  2. 2. supporting construction between a kind of braced beam as claimed in claim 1, it is characterised in that:Also include intermediate truss(2), institute State intermediate truss(2)Both ends, which are equipped with, to be used for and the joist body(1)Second attachment structure of connection(21).
  3. 3. supporting construction between a kind of braced beam as claimed in claim 1, it is characterised in that:First attachment structure(12) Including being located at the joist body(1)On screw, the joist body(1)Between be bolted.
  4. 4. supporting construction between a kind of braced beam as claimed in claim 3, it is characterised in that:Between between the adjacent screw Away from equal.
  5. 5. supporting construction between a kind of braced beam as claimed in claim 1, it is characterised in that:The clinch(11)It is provided with For adjusting the joist body(1)The height adjusting structure of height(13).
  6. 6. supporting construction between a kind of braced beam as claimed in claim 5, it is characterised in that:The clinch(11)It is provided with For keeping the joist body(1)The balanced supporting structure of balance.
  7. 7. supporting construction between a kind of braced beam as claimed in claim 6, it is characterised in that:The balanced supporting structure includes Support feet(14), the support feet(14)With the clinch(11)Connection.
  8. 8. supporting construction between a kind of braced beam as claimed in claim 7, it is characterised in that:The support feet(14)With it is described Clinch(11)It is detachably connected.
  9. 9. supporting construction between a kind of braced beam as claimed in claim 8, it is characterised in that:The support feet(14)It is provided with Inserted link(141), the clinch(11)It is provided with and is used for and the inserted link(141)The sleeve pipe of socket(111).
  10. 10. supporting construction between a kind of braced beam as claimed in claim 9, it is characterised in that:The inserted link(141)It is provided with Screw thread, the inserted link(141)Periphery is arranged with the nut coordinated with the screw thread(142), the nut(142)External diameter is more than institute State sleeve pipe(131)Internal diameter.
CN201720741462.8U 2017-06-23 2017-06-23 Supporting construction between a kind of braced beam Active CN207110531U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720741462.8U CN207110531U (en) 2017-06-23 2017-06-23 Supporting construction between a kind of braced beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720741462.8U CN207110531U (en) 2017-06-23 2017-06-23 Supporting construction between a kind of braced beam

Publications (1)

Publication Number Publication Date
CN207110531U true CN207110531U (en) 2018-03-16

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110409809A (en) * 2019-07-26 2019-11-05 中国矿业大学 Bracket and its construction method are supported for the construction of prefabricated superimposed sheet

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110409809A (en) * 2019-07-26 2019-11-05 中国矿业大学 Bracket and its construction method are supported for the construction of prefabricated superimposed sheet

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