CN206233609U - Can the positioning of turnover type frame column fix component - Google Patents
Can the positioning of turnover type frame column fix component Download PDFInfo
- Publication number
- CN206233609U CN206233609U CN201621227220.9U CN201621227220U CN206233609U CN 206233609 U CN206233609 U CN 206233609U CN 201621227220 U CN201621227220 U CN 201621227220U CN 206233609 U CN206233609 U CN 206233609U
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- Prior art keywords
- frame column
- reinforcing bar
- positioning
- hound
- component
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- 230000007306 turnover Effects 0.000 title claims abstract description 33
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 56
- 230000002787 reinforcement Effects 0.000 claims abstract description 21
- 210000003205 muscle Anatomy 0.000 claims description 19
- 238000010276 construction Methods 0.000 abstract description 29
- 229910000831 Steel Inorganic materials 0.000 abstract description 24
- 239000010959 steel Substances 0.000 abstract description 24
- 238000003466 welding Methods 0.000 abstract description 6
- 230000006872 improvement Effects 0.000 description 6
- 229910000746 Structural steel Inorganic materials 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Abstract
The utility model be related to it is a kind of can the positioning of turnover type frame column fix component, located at the bottom of frame column reinforcing bar, the positioning fixes component to be included branch：Branch is located at the L-type gusset form of the frame column reinforcing bar corner portion, and the L-type gusset form is detachably connected with the reinforcing bar of corner portion in the frame column reinforcing bar；The hound being fixedly connected with the L-type gusset form, the bottom of the hound is provided with screw thread；The branch sleeve that one end is screwed together with the hound；And the seat structure being screwed together with the branch sleeve other end, the bottom of the seat structure supports the reinforcement foundation being connected at the bottom of the frame column reinforcing bar.Positioning of the present utility model fixes component for can turnover type structure, it, being capable of accelerating construction progress in pre-buried easy, convenient construction of fixing anchor connection with reinforcement foundation, avoid the safety and stability hidden danger that pre-buried angle steel welding is caused, the requirement of the guarantee infrastructure security stability of replacing.
Description
Technical field
The utility model is related to technical field of structural engineering, refer in particular to it is a kind of can the positioning of turnover type frame column fix component.
Background technology
During building structure main body construction, during especially basic heavy in section frame column takes root work progress, reinforcing bar is straight
Footpath is larger, and post has larger lateral displacement along short transverse；Also result in frame column position off normal phenomenon of taking root serious, serious shadow
Ring construction quality.After the completion of basic framework post reinforcing bar colligation, frequently with check column again position and carry out reinforced bar support colligation or
Other angle steel materials for support；Work progress difficulty is big, influences construction speed and construction quality；Cause a large amount of waste of raw materials and after
Phase artificial treatment measure cost, input cost is larger.
Node construction is general to be configured bearing diagonal angle steel according to basic framework column section and height, and general each cylinder sets
Two angle steel are put to be supported.Above-mentioned angle steel end is welded on edge of foundation reinforcing bar, support contact column section in work progress
End carries out colligation and fixes with post cage bar.In principle during concrete pouring construction, treated in the angle steel embedded concrete structure of bottom
After concrete reaches design requirement intensity, cut off angle steel and remove completion, carry out upper box trestle pouring construction.
Above-mentioned basic framework post conventional support construction method is referring to Fig. 1 and Fig. 2, respectively existing basic framework post locating latch
The elevational schematic view and floor map of support stationary nodes construction；The common construction method of the node structure is to be put according to measurement
The reinforcing bar arrangement of line positioning carries out the colligation of reinforcement foundation and frame column reinforcing bar；The component support end of angle steel 8 and frame that will be processed
Trestle cage bar 6 and stirrup 7 carry out colligation and fix, then angle iron component end and reinforcement foundation are welded and fixed；Treat that basis is mixed
Solidifying soil is poured after completing and reaching design strength requirement, and angle iron component is cut, and top residue angle steel is disassembled.
On the one hand, this construction method need to set diagonal brace angle steel stationary positioned in each section of foundation columns, and angle steel puts into
This is larger；And the former material being reserved in structure during dismounting angle steel cannot take out, waste serious；Cutting off angle steel simultaneously needs input big
The artificial and machinery expenses of amount.
On the other hand, pre-buried angle steel is welded with foundation structure reinforcing bar, influences infrastructure security stability；And it is pre-buried
During diagonal brace angle steel, reinforcement foundation is intensive, is welded to connect difficulty greatly and is easily destroyed reinforcement foundation, is unfavorable for installation.
Utility model content
The purpose of this utility model is the defect for overcoming prior art, there is provided it is a kind of can turnover type frame column positioning branch
Gu component, solve angle iron component in the prior art be made fixed presence input cost is larger, angle steel cannot reclaim the material for causing
Material is wasted and angle steel influences the problem of infrastructure security stability etc..
Realizing the technical scheme of above-mentioned purpose is：
The utility model provide it is a kind of can the positioning of turnover type frame column fix component, branch is located at the bottom of frame column reinforcing bar
Portion, the positioning fixes component to be included：
Branch is located at the L-type gusset form of the frame column reinforcing bar corner portion, the L-type gusset form and the frame column steel
The reinforcing bar of corner portion is detachably connected in muscle；
The hound being fixedly connected with the L-type gusset form, the bottom of the hound is provided with screw thread；
The branch sleeve that one end is screwed together with the hound；And
The seat structure being screwed together with the branch sleeve other end, the bottom support of the seat structure is connected to institute
State the reinforcement foundation at the bottom of frame column reinforcing bar.
Positioning of the present utility model fix component for can turnover type structure, it fixes anchor connection with reinforcement foundation pre-buried
Simplicity, convenient construction being capable of accelerating construction progress, it is to avoid the safety and stability hidden danger that pre-buried angle steel welding is caused, the guarantor of replacing
Demonstrate,prove the requirement of infrastructure security stability.Other branch sleeve and gusset form are the component that can be used in turn, later-stage utilization
Rate is high, reduces cost input, realizes environmental protection construction concept, it is of the present utility model it is commonly used will be architectural engineering band
Carry out considerable construction quality effect and considerable economic benefit.
The utility model can turnover type frame column positioning fix component further improvement is that, the L-type angle brace knot
Structure is detachably connected with stirrup in the frame column reinforcing bar.
The utility model can turnover type frame column positioning fix component further improvement is that, the L-type angle brace knot
Structure is fitted with the stirrup and sets and be connected by colligation.
The utility model can turnover type frame column positioning fix component further improvement is that, the seat structure bag
Include the singletree that is fixedly connected with the reinforcement foundation and with singletree support bar connected vertically, the top of the support bar
Portion is provided with screw thread, and is screwed together with the branch sleeve.
The utility model can turnover type frame column positioning fix component further improvement is that, the L-type angle brace knot
Structure include be mutually connected vertically first support muscle and second support muscle, it is described first support muscle and it is described second support muscle inside angle with
The reinforcing bar of corner portion leans in the frame column reinforcing bar.
The utility model can turnover type frame column positioning fix component further improvement is that, the hound is in inclining
Ramp-like state is set, and top is fixedly connected with the junction of the described first support muscle and the second support muscle.
The utility model can turnover type frame column positioning fix component further improvement is that, the hound inclines
Rake angle is 45 °.
Brief description of the drawings
Fig. 1 is the facade structures schematic diagram of frame column reinforcing bar bottom angle steel built-in fitting node in the prior art.
Fig. 2 is the planar structure schematic diagram of frame column reinforcing bar bottom angle steel built-in fitting node in the prior art.
Fig. 3 be the utility model can the positioning of turnover type frame column fix the facade structures that component is supported in frame column reinforcing bar
Schematic diagram.
Fig. 4 be the utility model can the positioning of turnover type frame column fix the planar structure that component is supported in frame column reinforcing bar
Schematic diagram.
Fig. 5 be the utility model can the positioning of turnover type frame column fix the structural representation of component.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
The utility model provide it is a kind of can the positioning of turnover type frame column fix component.For solving existing basic framework
Frame column reinforcing bar not occurred level and the problem of lateral displacement during the support of post colligation positioning and cast-in-place concrete.This can have enough to meet the need
Formula frame column positioning fixes component and is applied in basic framework post work progress, it is to avoid pre-buried fixed angle iron component welding structure
Angle steel cannot take out in the potential safety hazard that reinforcing bar is caused, and pre- foundation structure of nuzzling, and what angle steel cannot be recycled cut off in top
Former material problem is wasted, while solving angle iron component welding, colligation fixes the big problem of difficulty.Realize can turnover type component it is pre-
The green construction theory for recycling is buried, the construction of node is simplified, construction quality is improve and be ensure that construction speed.Below
With reference to accompanying drawing to the utility model can the positioning of turnover type frame column fix component and illustrate.
As shown in figure 5, it is that the positioning of frame column fixes component 20 including L-type angle that the utility model provides a kind of turnover
Support structure 21, hound 22, branch sleeve 23 and seat structure 24, with reference to shown in Fig. 3 and Fig. 4, the positioning fixes component 20
Bottom for installing frame column reinforcing bar 11, it is ensured that the stability of strutting system of frame column reinforcing bar 11.L-type gusset form 21 is located at frame
The corner portion of trestle reinforcing bar 11, the reinforcing bar of the corner portion in frame column reinforcing bar 11 of L-type gusset form 21 is detachably connected, diagonal brace
Bar 22 is fixedly connected with L-type gusset form 21, and the bottom of inclined support structure 21 is provided with screw thread, the one end of branch sleeve 23 and hound 21
It is screwed together, the other end and the seat structure 24 of branch sleeve 23 are screwed together, the bottom support of the seat structure 24 is connected to
Reinforcement foundation 13 at the bottom of frame column reinforcing bar 11.
Frame column reinforcing bar 11 is used to pour to form frame column, and reinforcement foundation 13 is used to pour basis of formation structure.Will positioning
Fix component 20 to be supported between frame column reinforcing bar 11 and reinforcement foundation 13, be that frame column reinforcing bar 11 provides support positioning action,
The level of effective controller chassis trestle reinforcing bar and lateral displacement, it is ensured that frame column construction quality.And after the completion of foundation structure is poured,
Branch sleeve 23 and L-type gusset form 21 can be used in turn, and can reduce cost input, realize environmental protection construction concept.
As a better embodiment of the present utility model, the stirrup 12 on L-type gusset form 21 and frame column reinforcing bar 11
Detachably connected, the hoop at the interval of stirrup 12 is located at frame column reinforcing bar 11, when L-type gusset form 21 is set, by L-type angle brace knot
The medial surface of structure 21 is fitted in the lateral surface of stirrup 13, and ensures the angle of L-type gusset form 21 and angle in frame column reinforcing bar 11
Reinforcing bar at portion leans, then that L-type gusset form 21 is detachably connected with stirrup 12.It is preferred that the L-type gusset form
21 are connected with stirrup 12 by colligation, when L-type gusset form 21 is removed, need to only release colligation fixation.
Used as a better embodiment of the present utility model, seat structure 24 includes the horizontal stroke being fixedly connected with reinforcement foundation 13
Strut 241 and with the support bar 242 connected vertically of singletree 241,242, the top of support bar is provided with screw thread, and and branch sleeve
23 are screwed together.It is preferred that the singletree 241 and support bar 242 of the seat structure 24 are made of reinforcing bar, size is according to need
Selected, using reinforcement fabrication seat structure 24, facilitated the connection construction of seat structure 24 and reinforcement foundation 13, and will not
Influence the stability of reinforcement foundation 13, it is ensured that the safety of foundation structure.
Used as a better embodiment of the present utility model, L-type gusset form 21 includes the first support being mutually connected vertically
Muscle 211 and second supports muscle 212, the angle inside the first support support muscle 212 of muscle 211 and second and corner portion in frame column reinforcing bar 11
Reinforcing bar leans.
Used as a better embodiment of the present utility model, the inclined setting of hound 22, and top are supportted with first
Muscle 211 is fixedly connected with the junction of the second support muscle 212.The angle of inclination of hound is 45 °.
L-type gusset form 21 in the utility model is using two HRB400C25 reinforcing bars, length 100mm, vertical welding
Into.Hound 22 uses HRB400C25 reinforcing bars, and length 500mm, the length of screw thread is more than or equal to 35mm.The horizontal stroke of seat structure 24
Strut 241 uses HRB400C25 reinforcing bars, length 300mm, support bar 242 to use HRB400C25 reinforcing bars length according to pillar height meter
Calculate, the length of screw thread is more than or equal to 35mm.
As shown in Figure 3 and Figure 4, in work progress, vertical frame column reinforcing bar is carried out after the completion of the colligation of reinforcement foundation 13
In 11 joint bar process of binding, by combine can turnover type positioning fix the angle that the end colligation of component 20 is fixed on reinforcement foundation 13
Simultaneously colligation is firm at portion；Then by can turnover type positioning fix the L-type gusset form 21 on the top of component 20 and fix colligation in framework
On column tie-bar 12 and reinforcing bar 11；The positioning for adjusting four corners of frame column fixes component 20 and is fixed with the colligation of frame column, does
The positioning of good frame column is checked and confirmed.
After after the design strength that foundation structure has poured concrete and reached concrete, you can by top L-type gusset form
21st, under hound 22 and branch sleeve 23 untie colligation and rotary unloading with frame column reinforcing bar, the seat structure 24 with bottom is realized
Separate and used for ensuing construction part, realize conveniently turnover type construction concept.
The beneficial effects of the utility model are：
Design can turnover type positioning fix component, to fix anchoring with reinforcement foundation simple pre-buried, facilitates construction, quickening
Construction speed；The safety and stability hidden danger that pre-buried angle steel welding is caused is avoided, preferably ensures infrastructure security stability
It is required that.Reduction cost input largely, using can turnover type component later-stage utilization rate it is considerable, realize that environmental protection is applied
Work theory；Considerable construction quality effect and considerable economic benefit will be brought with commonly used for architectural engineering.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some of embodiment details should not be constituted to this practicality
New restriction, the scope that the utility model will be defined using appended claims is used as protection domain of the present utility model.
Claims (7)
1. it is a kind of can the positioning of turnover type frame column fix component, branch is located at the bottom of frame column reinforcing bar, it is characterised in that described
Positioning fixes component to be included：
Branch located at the frame column reinforcing bar corner portion L-type gusset form, in the L-type gusset form and the frame column reinforcing bar
The reinforcing bar of corner portion is detachably connected；
The hound being fixedly connected with the L-type gusset form, the bottom of the hound is provided with screw thread；
The branch sleeve that one end is screwed together with the hound；And
The seat structure being screwed together with the branch sleeve other end, the bottom support of the seat structure is connected to the frame
Reinforcement foundation at the bottom of trestle reinforcing bar.
2. as claimed in claim 1 can the positioning of turnover type frame column fix component, it is characterised in that the L-type gusset form
It is detachably connected with stirrup in the frame column reinforcing bar.
3. as claimed in claim 2 can the positioning of turnover type frame column fix component, it is characterised in that the L-type gusset form
Fitted with the stirrup and set and be connected by colligation.
4. as claimed in claim 1 can the positioning of turnover type frame column fix component, it is characterised in that the seat structure includes
The singletree that is fixedly connected with the reinforcement foundation and with singletree support bar connected vertically, the top of the support bar
Screw thread is provided with, and is screwed together with the branch sleeve.
5. as claimed in claim 1 can the positioning of turnover type frame column fix component, it is characterised in that the L-type gusset form
Including the first support muscle and the second support muscle that are mutually connected vertically, angle and institute inside the first support muscle and the second support muscle
The reinforcing bar for stating corner portion in frame column reinforcing bar leans.
6. as claimed in claim 5 can the positioning of turnover type frame column fix component, it is characterised in that the hound is inclined
State is set, and top is fixedly connected with the junction of the described first support muscle and the second support muscle.
7. as claimed in claim 6 can the positioning of turnover type frame column fix component, it is characterised in that the inclination of the hound
Angle is 45 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621227220.9U CN206233609U (en) | 2016-11-15 | 2016-11-15 | Can the positioning of turnover type frame column fix component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621227220.9U CN206233609U (en) | 2016-11-15 | 2016-11-15 | Can the positioning of turnover type frame column fix component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233609U true CN206233609U (en) | 2017-06-09 |
Family
ID=58990147
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621227220.9U Expired - Fee Related CN206233609U (en) | 2016-11-15 | 2016-11-15 | Can the positioning of turnover type frame column fix component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233609U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108374350A (en) * | 2018-05-14 | 2018-08-07 | 中交二公局第二工程有限公司 | A kind of the spelling moulding bed and installation method of steel anchor beam and steel corbel unit |
| CN108867680A (en) * | 2018-09-06 | 2018-11-23 | 上海公路桥梁（集团）有限公司 | Positioning tool and localization method for concrete-bar component in cushion cap |
| CN109403552A (en) * | 2018-12-21 | 2019-03-01 | 北京城建北方集团有限公司 | Tool-type wall steel bar locating rack |
| CN110863652A (en) * | 2019-11-25 | 2020-03-06 | 上海市基础工程集团有限公司 | Precise positioning and mounting method for prefabricated and assembled double-section stand column |
| CN111321752A (en) * | 2020-02-28 | 2020-06-23 | 湖南砼联科技有限责任公司 | Fan foundation ring assembly and construction method |
| CN114538609A (en) * | 2022-01-25 | 2022-05-27 | 百奥兰(浙江)水务技术有限公司 | Denitrification deep bed filter structure and secondary pouring construction method for bottom of filter structure |
-
2016
- 2016-11-15 CN CN201621227220.9U patent/CN206233609U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108374350A (en) * | 2018-05-14 | 2018-08-07 | 中交二公局第二工程有限公司 | A kind of the spelling moulding bed and installation method of steel anchor beam and steel corbel unit |
| CN108867680A (en) * | 2018-09-06 | 2018-11-23 | 上海公路桥梁（集团）有限公司 | Positioning tool and localization method for concrete-bar component in cushion cap |
| CN109403552A (en) * | 2018-12-21 | 2019-03-01 | 北京城建北方集团有限公司 | Tool-type wall steel bar locating rack |
| CN109403552B (en) * | 2018-12-21 | 2023-05-26 | 北京城建北方集团有限公司 | Tool type wall steel bar positioning frame |
| CN110863652A (en) * | 2019-11-25 | 2020-03-06 | 上海市基础工程集团有限公司 | Precise positioning and mounting method for prefabricated and assembled double-section stand column |
| CN111321752A (en) * | 2020-02-28 | 2020-06-23 | 湖南砼联科技有限责任公司 | Fan foundation ring assembly and construction method |
| CN114538609A (en) * | 2022-01-25 | 2022-05-27 | 百奥兰(浙江)水务技术有限公司 | Denitrification deep bed filter structure and secondary pouring construction method for bottom of filter structure |
| CN114538609B (en) * | 2022-01-25 | 2023-06-20 | 百奥兰(浙江)水务技术有限公司 | Denitrification deep bed filter tank structure and secondary pouring construction method for bottom of deep bed filter tank structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20170609 |