CN206987191U - A kind of assembled architecture steel structure girder structures - Google Patents
A kind of assembled architecture steel structure girder structures Download PDFInfo
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- CN206987191U CN206987191U CN201720979126.7U CN201720979126U CN206987191U CN 206987191 U CN206987191 U CN 206987191U CN 201720979126 U CN201720979126 U CN 201720979126U CN 206987191 U CN206987191 U CN 206987191U
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- Prior art keywords
- skeleton
- prefabricated
- beam body
- reinforcing bar
- steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 47
- 239000010959 steel Substances 0.000 title claims abstract description 47
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 27
- 230000002787 reinforcement Effects 0.000 claims abstract description 20
- 239000002184 metal Substances 0.000 claims description 9
- 229910052751 metal Inorganic materials 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 5
- 235000007164 Oryza sativa Nutrition 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 4
- 235000009566 rice Nutrition 0.000 claims description 4
- 210000002435 tendon Anatomy 0.000 claims 2
- 240000007594 Oryza sativa Species 0.000 claims 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 claims 1
- 239000010931 gold Substances 0.000 claims 1
- 229910052737 gold Inorganic materials 0.000 claims 1
- 230000035939 shock Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 4
- 241000209094 Oryza Species 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004378 air conditioning Methods 0.000 description 1
- 230000037396 body weight Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 210000003195 fascia Anatomy 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 241000894007 species Species 0.000 description 1
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Abstract
The utility model discloses a kind of assembled architecture steel structure girder structures, including prefabricated beam body, prefabricated cylinder and auxiliary cylinder, prefabricated beam body is internally provided with transverse steel skeleton, the surface of transverse steel skeleton is socketed with the first reinforcing bar ring skeleton, prefabricated cylinder is internally provided with longitudinal reinforcement skeleton, the surface of longitudinal reinforcement skeleton is socketed with the second reinforcing bar ring skeleton, and the bottom setting of prefabricated cylinder is fluted, and the both ends of prefabricated beam body are integrally formed with fixed block.The utility model is by setting groove and fixed block, increase the section quantity of groove and fixed block, so as to improve the resistance to stress ability of groove and each face of fixed block, its weight capacity is set to get a promotion, and by setting multiple auxiliary cylinders to carry out multipoint mode Auxiliary support to prefabricated beam body, so as to improve the weight capacity of prefabricated beam body, and by being welded and fixed between prefabricated beam body and auxiliary cylinder, it is cheap so as to will not also be produced in vibrations immediately, substantially increase its shock resistance.
Description
Technical field
Technical field of buildings is the utility model is related to, specially a kind of assembled architecture steel structure girder structures.
Background technology
Assembled architecture refers to the building formed with prefabricated component in assemble in site, the spandrel girder that assembled architecture uses
Also referred to as precast beam, with the development of modern industrial technology, build house and can be made in batch completely as machine production
Make.As long as prefabricated house component, transport to assemble in site and get up just into assembled architecture begins to draw in early 20th century
The interest of people is played, is realized finally to the sixties.The states such as English, method and the Soviet Union attempt first, due to assembled architecture
Construction speed is fast, and production cost is relatively low, promotes come all over the world rapidly.
The substantial amounts of building subassembly of assembled architecture is machined by Workshop Production, and component species mainly has：Side fascia, interior wall
Plate, superimposed sheet, balcony, air-conditioning plate, stair, precast beam, prefabricated post etc., the substantial amounts of assembling work in scene, than original cast-in-place operation
Greatly reduce, the informationization of standardization and the management of design, component gets over standard, and production efficiency is higher, and corresponding component cost is just
It can decline, coordinate the digital management of factory, the cost performance of whole assembled architecture can more and more higher.
Due to the advantage of assembled architecture, assembled architecture in China, also gradually get up by popularization, in the market prefabricated
Beam half is supported by two support columns, typically all uses two point-supported modes, and the load-bearing energy of this kind of precast beam
Power is poor, and anti-seismic performance is relatively low.
Utility model content
（One）The technical problem of solution
In view of the shortcomings of the prior art, the utility model provides a kind of assembled architecture steel structure girder structures, solution
The problem of prefabricated beam body weight capacity and poor shock resistance of in the market of having determined.
（Two）Technical scheme
To achieve the above object, the utility model provides following technical scheme：A kind of assembled architecture steel structure spandrel girder
Structure, including prefabricated beam body, prefabricated cylinder and auxiliary cylinder, the prefabricated beam body are internally provided with transverse steel skeleton, institute
The surface for stating transverse steel skeleton is socketed with the first reinforcing bar ring skeleton, and the prefabricated cylinder is internally provided with longitudinal reinforcement bone
Frame, the surface of the longitudinal reinforcement skeleton are socketed with the second reinforcing bar ring skeleton, and the bottom of the prefabricated cylinder sets fluted, institute
The both ends for stating prefabricated beam body are connected in groove integrally formed with fixed block, the fixed block, and fixed block is by grouting cement
It is fixedly connected with the inwall of groove, the lower surface of the prefabricated beam body is fixedly connected with steel fixed disk, the auxiliary cylinder
Top is fixedly connected with metal head, and the metal head is connected in steel fixed disk, and the metal head welds with fixed disk
Connect.
Preferably, the quantity of the transverse steel skeleton is four, and four transverse steel skeletons are with the shape of annular array
Formula is set, and the first reinforcing bar ring skeleton is shaped as square, the first reinforcing bar ring skeleton edge on transverse steel skeleton
Horizontal direction to be equidistantly positioned for spacing with 20 centimetres, the first reinforcing bar ring skeleton and the connected mode of transverse steel skeleton
For welding.
Preferably, the quantity of the prefabricated cylinder is two, and two prefabricated cylinders are symmetricly set on the two of prefabricated beam body
Side.
Preferably, the quantity of the longitudinal reinforcement skeleton is four, and four longitudinal reinforcement skeletons are with the shape of annular array
Formula is set, and the second reinforcing bar ring skeleton is shaped as square, the second reinforcing bar ring skeleton edge on longitudinal reinforcement skeleton
Vertical direction to be equidistantly positioned for spacing with 20 centimetres, the second reinforcing bar ring skeleton and the connected mode of longitudinal reinforcement skeleton
For welding.
Preferably, the cross sectional shape of the groove is the half of positive six shape or octagon, the shape of the fixed block with
The shape of groove is adapted.
Preferably, the steel fixed disk is spaced substantially equidistant using 2-3 rice as spacing.
（Three）Beneficial effect
The utility model provides a kind of assembled architecture steel structure girder structures.Possesses following beneficial effect：
The utility model is by setting groove and fixed block, and by increasing the section quantity of groove and fixed block, from
And the resistance to stress ability in groove and each face of fixed block is improved, and its weight capacity is got a promotion, and it is multiple by setting
Auxiliary cylinder carries out multipoint mode Auxiliary support to prefabricated beam body, so as to improve the weight capacity of prefabricated beam body, and precast beam
It is cheap so as to will not also be produced in vibrations immediately by being welded and fixed between body and auxiliary cylinder, substantially increase its antidetonation energy
Power.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model front view；
Fig. 2 is the structural representation of the utility model side view；
Fig. 3 is the cross-sectional view of the utility model precast beam body-side view；
Fig. 4 is the cross-sectional view of the prefabricated cylinder top view of the utility model.
In figure：1 prefabricated beam body, 2 prefabricated cylinders, 3 transverse steel skeletons, 4 first reinforcing bar ring skeletons, 5 longitudinal reinforcement skeletons,
6 second reinforcing bar ring skeletons, 7 grooves, 8 fixed blocks, 9 grout cement, 10 steel fixed disks, 11 auxiliary cylinders, 12 metal heads.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
As Figure 1-4, the utility model provides a kind of technical scheme：A kind of assembled architecture steel structure spandrel girder knot
Structure, including prefabricated beam body 1, prefabricated cylinder 2 and auxiliary cylinder 11, the quantity of prefabricated cylinder 2 is two, and two prefabricated cylinders 2
The both sides of prefabricated beam body 1 are symmetricly set on, prefabricated beam body 1 is internally provided with transverse steel skeleton 3, transverse steel skeleton 3
Surface is socketed with the first reinforcing bar ring skeleton 4, and the quantity of transverse steel skeleton 3 is four, and four transverse steel skeletons 3 are with annular
The form of array is set, and the first reinforcing bar ring skeleton 4 is shaped as square, and the first reinforcing bar ring skeleton 4 is on transverse steel skeleton 3
It is equidistantly positioned along horizontal direction with 20 centimetres for spacing, the first reinforcing bar ring skeleton 4 and the connected mode of transverse steel skeleton 3
For welding, prefabricated cylinder 2 is internally provided with longitudinal reinforcement skeleton 5, and the surface of longitudinal reinforcement skeleton 5 is socketed with the second reinforced steel bar ring
Skeleton 6, the quantity of longitudinal reinforcement skeleton 5 is four, and four longitudinal reinforcement skeletons 5 are set in the form of annular array, second
Reinforcing bar ring skeleton 6 is shaped as square, and the second reinforcing bar ring skeleton 6 is on longitudinal reinforcement skeleton 5 along vertical direction with 20 lis
Rice is equidistantly positioned for spacing, and the connected mode of the second reinforcing bar ring skeleton 6 and longitudinal reinforcement skeleton 5 is welding, prefabricated cylinder 2
Bottom sets fluted 7, and the both ends of prefabricated beam body 1 are connected in groove 7 integrally formed with fixed block 8, fixed block 8, and fixed
Block 8 is fixedly connected by grouting cement 9 with the inwall of groove 7, and the cross sectional shape of groove 7 is the one of positive six shape or octagon
Half, the shape of fixed block 8 is adapted with the shape of groove 7, and the lower surface of prefabricated beam body 1 is fixedly connected with steel fixed disk 10,
Steel fixed disk 10 is spaced substantially equidistant using 2-3 rice as spacing, and the top of auxiliary cylinder 11 is fixedly connected with metal head 12, metal
Head 12 is connected in steel fixed disk 10, and metal head 12 welds with fixed disk 10.
It can to sum up obtain, the utility model is by setting groove 7 and fixed block 8, and by increasing groove 7 and fixed block 8
Section quantity, so as to improve the resistance to stress ability in 8 each face of groove 7 and fixed block, its weight capacity is got a promotion, and
And by setting multiple auxiliary cylinders 11 to carry out multipoint mode Auxiliary support to prefabricated beam body 1, so as to improve holding for prefabricated beam body 1
Beijing South Maxpower Technology Co. Ltd's power, and by being welded and fixed between prefabricated beam body 1 and auxiliary cylinder 11, so as to will not also be produced just in vibrations immediately
Preferably, its shock resistance is substantially increased.
It should be noted that herein, such as first and second or the like relational terms are used merely to a reality
Body or operation make a distinction with another entity or operation, and not necessarily require or imply and deposited between these entities or operation
In any this actual relation or order.Moreover, term " comprising ", "comprising" or its any other variant are intended to
Nonexcludability includes, so that process, method, article or equipment including a series of elements not only will including those
Element, but also the other element including being not expressly set out, or it is this process, method, article or equipment also to include
Intrinsic key element.In the absence of more restrictions, the key element limited by sentence "including a ...", it is not excluded that
Other identical element also be present in process, method, article or equipment including the key element.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of assembled architecture steel structure girder structures, including prefabricated beam body（1）, prefabricated cylinder（2）And auxiliary cylinder
（11）, it is characterised in that：The prefabricated beam body（1）Be internally provided with transverse steel skeleton（3）, the transverse steel skeleton
（3）Surface be socketed with the first reinforcing bar ring skeleton（4）, the prefabricated cylinder（2）Be internally provided with longitudinal reinforcement skeleton（5）,
The longitudinal reinforcement skeleton（5）Surface be socketed with the second reinforcing bar ring skeleton（6）, the prefabricated cylinder（2）Bottom be provided with
Groove（7）, the prefabricated beam body（1）Both ends integrally formed with fixed block（8）, the fixed block（8）It is connected to groove（7）
It is interior, and fixed block（8）By grouting cement（9）With groove（7）Inwall be fixedly connected, the prefabricated beam body（1）Lower surface
It is fixedly connected with steel fixed disk（10）, the auxiliary cylinder（11）Top be fixedly connected with metal head（12）, the gold
Belong to head（12）It is connected to steel fixed disk（10）It is interior, the metal head（12）With fixed disk（10）Welding.
A kind of 2. assembled architecture according to claim 1 steel structure girder structures, it is characterised in that：The horizontal steel
Tendons skeleton（3）Quantity be four, and four transverse steel skeletons（3）Set in the form of annular array, first reinforcing bar
Ring skeleton（4）Be shaped as square, the first reinforcing bar ring skeleton（4）In transverse steel skeleton（3）On along horizontal direction
It is equidistantly positioned with 20 centimetres for spacing, the first reinforcing bar ring skeleton（4）With transverse steel skeleton（3）Connected mode for weldering
Connect.
A kind of 3. assembled architecture according to claim 1 steel structure girder structures, it is characterised in that：The prefabricated post
Body（2）Quantity be two, and two prefabricated cylinders（2）It is symmetricly set on prefabricated beam body（1）Both sides.
A kind of 4. assembled architecture according to claim 1 steel structure girder structures, it is characterised in that：Longitudinal steel
Tendons skeleton（5）Quantity be four, and four longitudinal reinforcement skeletons（5）Set in the form of annular array, second reinforcing bar
Ring skeleton（6）Be shaped as square, the second reinforcing bar ring skeleton（6）In longitudinal reinforcement skeleton（5）On along vertical direction
It is equidistantly positioned with 20 centimetres for spacing, the second reinforcing bar ring skeleton（6）With longitudinal reinforcement skeleton（5）Connected mode for weldering
Connect.
A kind of 5. assembled architecture according to claim 1 steel structure girder structures, it is characterised in that：The groove
（7）Cross sectional shape be the half of positive six shape or octagon, the fixed block（8）Shape and groove（7）Shape mutually fit
Match somebody with somebody.
A kind of 6. assembled architecture according to claim 1 steel structure girder structures, it is characterised in that：The steel is consolidated
Price fixing（10）It is spaced substantially equidistant using 2-3 rice as spacing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720979126.7U CN206987191U (en) | 2017-08-08 | 2017-08-08 | A kind of assembled architecture steel structure girder structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720979126.7U CN206987191U (en) | 2017-08-08 | 2017-08-08 | A kind of assembled architecture steel structure girder structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206987191U true CN206987191U (en) | 2018-02-09 |
Family
ID=61418778
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720979126.7U Expired - Fee Related CN206987191U (en) | 2017-08-08 | 2017-08-08 | A kind of assembled architecture steel structure girder structures |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206987191U (en) |
-
2017
- 2017-08-08 CN CN201720979126.7U patent/CN206987191U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A kind of fabricated steel structure bearing beam structure for building Effective date of registration: 20200924 Granted publication date: 20180209 Pledgee: Qingdao high technology financing Company limited by guarantee Pledgor: QINGDAO EIHE STEEL STRUCTURE Co.,Ltd. Registration number: Y2020990001165 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20220401 Granted publication date: 20180209 Pledgee: Qingdao high technology financing Company limited by guarantee Pledgor: QINGDAO EIHE STEEL STRUCTURE Co.,Ltd. Registration number: Y2020990001165 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180209 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |