CN109853854A - Movable beam stress indulges muscle piecing devices - Google Patents
Movable beam stress indulges muscle piecing devices Download PDFInfo
- Publication number
- CN109853854A CN109853854A CN201811415063.8A CN201811415063A CN109853854A CN 109853854 A CN109853854 A CN 109853854A CN 201811415063 A CN201811415063 A CN 201811415063A CN 109853854 A CN109853854 A CN 109853854A
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- China
- Prior art keywords
- reinforcing bar
- beam stress
- movable
- short connection
- muscle
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- 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.)
- Pending
Links
- 210000003205 muscle Anatomy 0.000 title claims abstract description 34
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 46
- 239000010959 steel Substances 0.000 claims abstract description 46
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 34
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 26
- 229910052742 iron Inorganic materials 0.000 claims abstract description 17
- 238000010276 construction Methods 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 5
- 230000003247 decreasing effect Effects 0.000 abstract description 3
- 230000013011 mating Effects 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 7
- 230000000694 effects Effects 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 241000218202 Coptis Species 0.000 description 1
- 235000002991 Coptis groenlandica Nutrition 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
- 238000009941 weaving Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention belongs to technical field of buildings, specific movable beam stress indulges muscle piecing devices, including there is reinforced bar straight thread at movable steel bushing, short connection reinforcing bar, fixes sleeve, the short connection reinforcing bar both ends；Movable steel bushing one end inner wall is equipped with internal screw thread, is threadedly coupled with the reinforced bar straight thread of short connection reinforcing bar one end, and the movable steel bushing other end inner wall is equipped with interior screw thread, and interior screw thread is connect for indulging muscle with beam stress；The other end of the short connection reinforcing bar is connected and fixed sleeve, and the fixes sleeve is welded in column on fashioned iron.Movable beam stress provided by the invention indulges muscle piecing devices, it is mating with beam stress reinforcing bar, after the completion of factory process, produce the corresponding movable short connection reinforced bar straight thread steel bar connector device of band of every steel column, fixes sleeve is accurately welded on steel column in factory, piecing devices send the secondary operation at the scene of decreasing to construction site together with steel column, improve efficiency.
Description
Technical field
The invention belongs to technical field of buildings, specially movable beam stress indulges muscle piecing devices.
Background technique
Nowadays super high-rise building is gradually applied to construction project field, and building height is higher and higher, and structural weight per square meter is more next
Bigger, the load that each pillar is undertaken in building is also increasing, also increasing using the section of reinforced concrete column,
The service efficiency for influencing construction area, can effectively reduce pillar section using profile steel concrete column, improve making for construction area
With efficiency, but it muscle is indulged due to armored concrete beam stress can not all be passed through from column, just there is part beam stress to indulge muscle and fashioned iron
The problem of fashioned iron in concrete column connects.
The vertical muscle of beam stress connect to use with the fashioned iron in profile steel concrete column is welded and fixed steel bushing, beam on fashioned iron
The vertical muscle of stress is opened straight thread and is connected thereto.Beam stress, which is indulged to be welded and fixed on muscle and fashioned iron, to be needed to rotate beam stress when steel bushing is connect
Beam stress is indulged the screw thread on muscle and is transferred on fashioned iron being welded and fixed in steel bushing by vertical muscle.Some building beam stress, which indulge muscle, bending,
Construction is complicated, and when connection can not rotate, and can not just connect with steel bushing is welded and fixed on fashioned iron.
Summary of the invention
The purpose of the present invention is to provide a kind of movable beam stress to indulge muscle piecing devices, by rotate short connection reinforcing bar with
Movable steel bushing can be connected to one for steel bushing is welded and fixed on the vertical muscle of the complex-shaped beam stress that can not be rotated and fashioned iron
It rises.
The specific technical proposal is:
Movable beam stress indulges muscle piecing devices, including movable steel bushing, short connection reinforcing bar, fixes sleeve, the short connection
There is reinforced bar straight thread at reinforcing bar both ends；Movable steel bushing one end inner wall is equipped with internal screw thread, the steel with short connection reinforcing bar one end
Muscle straight screw connection, the movable steel bushing other end inner wall are equipped with interior screw thread, and interior screw thread is connect for indulging muscle with beam stress；
The other end of the short connection reinforcing bar is connected and fixed sleeve, and the fixes sleeve is welded in column on fashioned iron.
It is fluted in the middle part of the movable steel sleeve outer wall.
Movable beam stress provided by the invention indulges muscle piecing devices, mating with beam stress reinforcing bar, completes in factory process
Afterwards, the corresponding movable short connection reinforced bar straight thread steel bar connector device of band of every steel column is produced, fixes sleeve is in factory
It is accurately welded on steel column, piecing devices send the secondary operation at the scene of decreasing to construction site together with steel column, mention
High efficiency guarantees going on smoothly for engineering.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention；
Fig. 2 is that the present invention uses construction schematic diagram.
Specific embodiment
With reference to the accompanying drawing, specific embodiments of the present invention are described in further detail:
As shown in Figure 1, movable beam stress indulges muscle piecing devices, including movable steel bushing 1, short connection reinforcing bar 2, fixes sleeve 3,
There is reinforced bar straight thread 5 at short 2 both ends of connection reinforcing bar；1 one end inner wall of movable steel bushing is equipped with internal screw thread, with short company
The reinforced bar straight thread 5 for connecing 2 one end of reinforcing bar is threadedly coupled, and 1 other end inner wall of movable steel bushing is equipped with interior screw thread 6, internal thread
Button 6 is connect for indulging muscle 7 with beam stress；The other end of the short connection reinforcing bar 2 is connected and fixed sleeve 3, the fixing sleeve
Cylinder 3 is welded in column on fashioned iron 8.
Fluted 4 in the middle part of 1 outer wall of movable steel bushing.
Movable beam stress indulges muscle piecing devices, hereinafter abbreviation piecing devices 11.
As shown in Fig. 2, fashioned iron 8, attachment device 11 in plant produced column, which indulges muscle 7 with beam stress and matches
Set send the secondary operation at the scene of decreasing to construction site together, greatly improves efficiency, guarantee going on smoothly for engineering,
Also the demand for development of Super High steel reinforced concrete structure building has been complied with.
The diameter specifications that muscle 7 is first indulged according to beam stress design 1 dimensions of corresponding movable steel bushing, short connection steel
2 dimensions of muscle, and movable steel bushing 1 carries out aperture weaving done in fine silks and gold thread by the tapestry method processing according to bar diameter；Design fixes sleeve 3, steel bushing 3 with
Fashioned iron 8 welds in column, and groove 4 is used for joint connection in site in place.
Wherein, the diameter dimension of short connection reinforcing bar 2 is 7 diameter+2mm of beam stress reinforcing bar, to facilitate short 2 both ends of connection reinforcing bar
Screw thread is outputed without weakening intensity.
Process for using: the positioning of fashioned iron 8 is fixed in the column of profile steel concrete column 10, and fixes sleeve 3 is welded on fashioned iron 8 in column
On, the steel reinforcement cage of profile steel concrete column 10, then the steel reinforcement cage of preliminary assembling reinforcement beams of concrete 9 are bound, it is preliminary that beam stress indulges muscle 7
Positioning, by the 5 screw-in activity steel bushing 1 of short 2 one end reinforced bar straight thread of connection reinforcing bar of the piecing devices 11, adjusting activity steel bushing
Short connection reinforcing bar 2, is put into beam stress and indulges 7 corresponding position of muscle by cylinder 1, is blocked groove 4 with tool, short connection reinforcing bar 2 is rotated, short
The other end for connecting reinforcing bar 2 screws in stationary steel bushing cylinder 3, while beam stress indulges the interior screw thread 6 of 7 one end screw-in activity steel bushing 1 of muscle,
Beam stress indulges 7 screw-in activity steel bushing of muscle, 1 length in place, completes the connection that beam stress indulges muscle 7 with fashioned iron 8 in column.
Claims (2)
1. movable beam stress indulges muscle piecing devices, which is characterized in that including movable steel bushing (1), short connection reinforcing bar (2), consolidate
Determine sleeve (3), short connection reinforcing bar (2) both ends there are reinforced bar straight thread (5)；Movable steel bushing (1) one end inner wall
Equipped with internal screw thread, connected with the reinforced bar straight thread (5) of short connection reinforcing bar (2) one end, in described movable steel bushing (1) other end
Wall is equipped with interior screw thread (6), and interior screw thread (6) connect for indulging muscle (7) with beam stress；The other end of the short connection reinforcing bar (2)
It is connected and fixed sleeve (3), the fixes sleeve (3) is welded on fashioned iron in column (8).
2. movable beam stress according to claim 1 indulges muscle piecing devices, which is characterized in that the movable steel bushing
(1) in the middle part of outer wall fluted (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811415063.8A CN109853854A (en) | 2018-11-26 | 2018-11-26 | Movable beam stress indulges muscle piecing devices |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811415063.8A CN109853854A (en) | 2018-11-26 | 2018-11-26 | Movable beam stress indulges muscle piecing devices |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109853854A true CN109853854A (en) | 2019-06-07 |
Family
ID=66890224
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811415063.8A Pending CN109853854A (en) | 2018-11-26 | 2018-11-26 | Movable beam stress indulges muscle piecing devices |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109853854A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949199A (en) * | 2010-09-06 | 2011-01-19 | 王昌勇 | Connecting structure and method for SRC (Steel Reinforced Concrete) steel rib and RC (Reinforced Concrete) beam steel |
| CN202081516U (en) * | 2010-12-31 | 2011-12-21 | 哈尔滨工业大学深圳研究生院 | Node structure for solid-web section steel concrete column and reinforced concrete beam |
| CN205134552U (en) * | 2015-10-12 | 2016-04-06 | 中建八局第一建设有限公司 | Both sides strength nature steel column and middle concrete beam steel bar connection node means |
| CN206903061U (en) * | 2017-06-12 | 2018-01-19 | 中建一局集团第一建筑有限公司 | A kind of variable section structure of stiff beam |
| JP2018105124A (en) * | 2018-04-10 | 2018-07-05 | 株式会社竹中工務店 | Connection structure of column beam |
| CN209817280U (en) * | 2018-11-26 | 2019-12-20 | 南京兴华建筑设计研究院股份有限公司 | Movable beam stress longitudinal rib joint device |
-
2018
- 2018-11-26 CN CN201811415063.8A patent/CN109853854A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949199A (en) * | 2010-09-06 | 2011-01-19 | 王昌勇 | Connecting structure and method for SRC (Steel Reinforced Concrete) steel rib and RC (Reinforced Concrete) beam steel |
| CN202081516U (en) * | 2010-12-31 | 2011-12-21 | 哈尔滨工业大学深圳研究生院 | Node structure for solid-web section steel concrete column and reinforced concrete beam |
| CN205134552U (en) * | 2015-10-12 | 2016-04-06 | 中建八局第一建设有限公司 | Both sides strength nature steel column and middle concrete beam steel bar connection node means |
| CN206903061U (en) * | 2017-06-12 | 2018-01-19 | 中建一局集团第一建筑有限公司 | A kind of variable section structure of stiff beam |
| JP2018105124A (en) * | 2018-04-10 | 2018-07-05 | 株式会社竹中工務店 | Connection structure of column beam |
| CN209817280U (en) * | 2018-11-26 | 2019-12-20 | 南京兴华建筑设计研究院股份有限公司 | Movable beam stress longitudinal rib joint device |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190607 |