CN204386031U - The crossbeam of bar and triangle gusset taken by a kind of band - Google Patents

The crossbeam of bar and triangle gusset taken by a kind of band Download PDF

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Publication number
CN204386031U
CN204386031U CN201420714998.7U CN201420714998U CN204386031U CN 204386031 U CN204386031 U CN 204386031U CN 201420714998 U CN201420714998 U CN 201420714998U CN 204386031 U CN204386031 U CN 204386031U
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CN
China
Prior art keywords
girder steel
crossbeam
bar
triangle gusset
concrete
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
CN201420714998.7U
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Chinese (zh)
Inventor
张跃
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Individual
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Individual
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Priority to CN201420714998.7U priority Critical patent/CN204386031U/en
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Publication of CN204386031U publication Critical patent/CN204386031U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to the crossbeam that a kind of band takes bar and triangle gusset, comprise girder steel and layer of concrete, it is characterized in that: described girder steel upper surface two ends are provided with takes bar for what be connected with other component, described girder steel end is provided with the end plate of band circular hole, described end plate stretches out and girder steel side surface form right angle structure laterally, described right-angle structure place is provided with spaced triangle gusset, is provided with steel mesh reinforcement in described layer of concrete, and described steel mesh reinforcement and girder steel connect as one.The utility model is easy to connect, lifting speed is fast, security reliability is high, be applicable to batch production large-scale production, can modularization rapid construction.

Description

The crossbeam of bar and triangle gusset taken by a kind of band
Technical field
The utility model relates to technical field of buildings, is specifically related to the crossbeam that a kind of band takes bar and triangle gusset.
Background technology
In building construction, crossbeam is one of its main member, is also the key link in building course.In high-rise industrialization assembled architecture system, when existing crossbeam is connected with other component, be generally adopt bracket or Connection Block to connect, due to the defect in existing crossbeam design itself, there is the problems such as connection speed is slow, lifting is inconvenient, security reliability is not high in crossbeam.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, provides a kind of and is convenient to connect, lifting speed is fast, security reliability is high, is applicable to batch production large-scale production, modularization rapid construction, band can take the crossbeam of bar and triangle gusset.
The utility model is achieved by the following technical programs:
The crossbeam of bar and triangle gusset taken by a kind of band, comprise girder steel and layer of concrete, it is characterized in that: described girder steel upper surface two ends are provided with takes bar for what be connected with other component, described girder steel end is provided with the end plate of band circular hole, described end plate stretches out and girder steel side surface form right angle structure laterally, and described right-angle structure place is provided with spaced triangle gusset.
Further, described end plate or triangle gusset are provided with installing hole.
Further, described layer of concrete is provided with hole for hoist.
Further, described hole for hoist adopts tapped sleeve to make, and sleeve upper end is concordant with layer of concrete upper surface, and described sleeve lower end is connected with girder steel.
Further, on described hole for hoist and girder steel, the installing hole of triangle muscle is aligned with each other in vertical direction.
Further, be provided with steel mesh reinforcement in described layer of concrete, described steel mesh reinforcement and girder steel connect as one.
Technique effect of the present utility model is as follows:
(1) bending resistance anti-pressure anti-torsion combination property is high, can bear large load, and anti-seismic performance is good.The utility model is made up of girder steel and layer of concrete, girder steel end is provided with the end plate of band circular hole, described end plate stretches out and girder steel side surface form right angle structure laterally, described right-angle structure place is provided with spaced triangle gusset, be provided with steel mesh reinforcement in layer of concrete, described steel mesh reinforcement and girder steel connect as one.The crossbeam that the girder steel of this band porous terminal plate, spaced triangle gusset and right-angle structure and concrete combine, has good comprehensive strength and performance, can resist larger shearing, flexural stress and moment of torsion.
(2) easy to connect, lifting speed fast, security reliability is high, be applicable to modularization rapid construction.Girder steel upper surface two ends are provided with takes bar for what be connected with other component, and triangle gusset is provided with for installing safety rope, safety cock or the connecting hole as other component of connection, and layer of concrete is provided with tapped sleeve.During assembling, suspender is screwed in the sleeve of layer of concrete, or the connecting hole of triangle gusset is penetrated with wire rope, all can rapidly crossbeam be sling, after hanging installation site, crossbeam taken on Connection Block or bracket that bar is overlapped on column or other component, then fastening rapidly, easy to connect with bolt, lifting speed is fast, be applicable to modularization rapid construction.In work progress, for the sake of assurance, also can by safety rope bolt on the connecting hole of triangle gusset, security reliability is high.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In accompanying drawing: 1-take bar, 2-hole for hoist, 3-layer of concrete, 4-end plate, 5-triangle gusset, 6-girder steel, 7-installing hole.
Detailed description of the invention
As shown in Figure 1, the crossbeam of bar 1 and triangle gusset 5 taken by a kind of band, comprises girder steel 6 and layer of concrete 3.Crossbeam two ends are provided with takes bar 1 for what be connected with other component, described in take bar 1 and can adopt steel plate or section steel manufacture, then weld together with girder steel 6 two ends.Also can adopt concrete material, be cast for one with the layer of concrete 3 of crossbeam simultaneously.
Girder steel 6 end is provided with the end plate 4 of band circular hole, and described end plate 4 stretches out and girder steel 6 side surface form right angle structure laterally, and described right-angle structure place is provided with spaced triangle gusset 5.Described end plate 4 or triangle gusset 5 are provided with installing hole 7, are used for installing safety rope, safety cock or the connecting hole as other component of connection.
Described layer of concrete 3 is provided with hole for hoist 2, and described hole for hoist 2 is screwed hole or shape of through holes, fixes or as connecting hole for suspender.Hole for hoist 2 can adopt pipe or nut or tapped sleeve to make, the present embodiment, and hole for hoist 2 preferably adopts tapped sleeve to make, and sleeve upper end is concordant with layer of concrete 3 upper surface, and described sleeve lower end is connected with girder steel 6.Hole for hoist 2 is aligned with each other in vertical direction with the installing hole 7 of triangle muscle on girder steel 6, namely hole be centrally located on same vertical line, such convenience if desired butt rigging or cotton rope, simultaneously through the installing hole 7 of hole for hoist 2 with triangle muscle on girder steel 6, lifts or connects more safe and reliable.
Reinforcing bar or steel mesh reinforcement can be provided with in the layer of concrete 3 of crossbeam of the present utility model, also can not establish.The present embodiment, in the layer of concrete 3 of crossbeam, preferably steel mesh reinforcement is set, and the girder steel 6 of steel mesh reinforcement and layer of concrete 3 bottom is connected as one by the mode such as welding or tie up, the layer of concrete 3 of such crossbeam just can be combined into a stressed entirety with the girder steel 6 of bottom securely, and intensity is high, ability to bear is large, safe and reliable.
It is pointed out that above embodiment is to explanation of the present utility model, and non-limiting, be more than PART.Concerning the technician of the industry; the simple transformation of carrying out according to general principle of the present utility model and structure and improvement; bar 1 is taken as crossbeam two ends are not arranged; only adopt the structures such as end plate 4, right-angle structure, triangle gusset 5; change the gusset etc. that triangle gusset 5 is other shape, include within protection domain of the present utility model.

Claims (6)

1. the crossbeam of bar and triangle gusset taken by a band, comprise girder steel and layer of concrete, it is characterized in that: described girder steel upper surface two ends are provided with takes bar for what be connected with other component, described girder steel end is provided with the end plate of band circular hole, described end plate stretches out and girder steel side surface form right angle structure laterally, and described right-angle structure place is provided with spaced triangle gusset.
2. the crossbeam of bar and triangle gusset taken by a kind of band according to claim 1, it is characterized in that: described end plate or triangle gusset are provided with installing hole.
3. the crossbeam of bar and triangle gusset taken by a kind of band according to claim 1, it is characterized in that: described layer of concrete is provided with hole for hoist.
4. the crossbeam of bar and triangle gusset taken by a kind of band according to claim 3, it is characterized in that: described hole for hoist adopts tapped sleeve to make, and sleeve upper end is concordant with layer of concrete upper surface, and described sleeve lower end is connected with girder steel.
5. the crossbeam of bar and triangle gusset taken by a kind of band according to claim 3 or 4, it is characterized in that: on described hole for hoist and girder steel, the installing hole of triangle muscle is aligned with each other in vertical direction.
6. the crossbeam of bar and triangle gusset taken by a kind of band according to claim 1, it is characterized in that: be provided with steel mesh reinforcement in described layer of concrete, and described steel mesh reinforcement and girder steel connect as one.
CN201420714998.7U 2014-11-25 2014-11-25 The crossbeam of bar and triangle gusset taken by a kind of band Expired - Fee Related CN204386031U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420714998.7U CN204386031U (en) 2014-11-25 2014-11-25 The crossbeam of bar and triangle gusset taken by a kind of band

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420714998.7U CN204386031U (en) 2014-11-25 2014-11-25 The crossbeam of bar and triangle gusset taken by a kind of band

Publications (1)

Publication Number Publication Date
CN204386031U true CN204386031U (en) 2015-06-10

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CN201420714998.7U Expired - Fee Related CN204386031U (en) 2014-11-25 2014-11-25 The crossbeam of bar and triangle gusset taken by a kind of band

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104499644A (en) * 2014-11-25 2015-04-08 张跃 Crossbeam with lapping bars and triangular rib plates

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104499644A (en) * 2014-11-25 2015-04-08 张跃 Crossbeam with lapping bars and triangular rib plates

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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: 20150610

Termination date: 20211125