CN209353773U - The reinforcement system of detached column - Google Patents
The reinforcement system of detached column Download PDFInfo
- Publication number
- CN209353773U CN209353773U CN201821740731.XU CN201821740731U CN209353773U CN 209353773 U CN209353773 U CN 209353773U CN 201821740731 U CN201821740731 U CN 201821740731U CN 209353773 U CN209353773 U CN 209353773U
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- detached column
- ground beam
- folder
- diagonal brace
- reinforcement system
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Abstract
The utility model relates to a kind of reinforcement system of detached column, the detached column is erected on ground beam, and the reinforcement system includes: the thick pillar structure encircled in the detached column；It is located in the folder girder construction of the ground beam；It is connected to the strut in the folder girder construction and being located above the ground beam；And skewed horizontal load is connected to the diagonal brace of the thick pillar structure and the strut, reinforces the detached column by the diagonal brace.The utility model uses the setting folder girder construction on ground beam, and connects strut in folder girder construction, provides connection basis by strut for diagonal brace.On the one hand folder girder construction provides the support of firm stable for strut and diagonal brace, can guarantee the consolidation effect of detached column；On the other hand sandwiched connects between folder girder construction and ground beam, so that the installation and removal of folder girder construction are more convenient, the problem of avoiding perishable embedded bar and related influence structure reinforcing bars, also solve embedded bar and easily leads to the vulnerable problem of worker's operation.
Description
Technical field
The utility model relates to construction node structure technical fields, refer in particular to a kind of reinforcement system of detached column.
Background technique
Currently, to guarantee detached column verticality and resisting to topple over.It is general using in specific position embedded bar, diagonal brace is direct
It is inserted in or is fixed using other connection types, the other end is connect with detached column horizontal keel.There are reserved reinforcing bars to deal with improperly
It cannot be cut off in time after perishable associated structure reinforcing bar and dismounting, the vulnerable problem of worker's operation.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of reinforcement system of detached column, solve
Existing reinforcing mode because in the form of embedded bar is set connect diagonal brace due to existing for embedded bar deal with improperly it is perishable
The embedded bar easily leads to problem of worker's operation vulnerable to wound etc. after associated structure reinforcing bar and dismounting diagonal brace.
Realizing the technical solution of above-mentioned purpose is:
The utility model provides a kind of reinforcement system of detached column, and the detached column is erected on ground beam, described to add
Solid system includes:
Encircle the thick pillar structure in the detached column；
It is located in the folder girder construction of the ground beam；
It is connected to the strut in the folder girder construction and being located above the ground beam；And
Skewed horizontal load is connected to the diagonal brace of the thick pillar structure and the strut, reinforces the independence by the diagonal brace
Column.
The utility model uses the setting folder girder construction on ground beam, and connects strut in folder girder construction, is by strut
Diagonal brace provides connection basis.On the one hand folder girder construction provides the support of firm stable for strut and diagonal brace, can guarantee independence
The consolidation effect of column；On the other hand folder girder construction and ground beam between sandwiched connect so that folder girder construction installation and removal compared with
For convenience, the problem of avoiding perishable embedded bar and related influence structure reinforcing bars, also solves embedded bar and easily leads to work
The vulnerable problem of people's operation.
The reinforcement system of the utility model detached column further improvement lies in that, the folder girder construction include be attached at it is described
The clamping piece of ground beam two sides connects the clamping piece with drawknot to firmware is tensed, and makes the clamping by described pair of tension firmware
Part is fixedly clamped on the ground beam；
The top surface that the ground beam is protruded out at the top of the clamping piece is formed with interconnecting piece；
The strut drawknot is connected between the interconnecting piece of two clamping pieces of the ground beam two sides.
The reinforcement system of the utility model detached column further improvement lies in that, the clamping piece includes to set spacing simultaneously
Arrange two clamping bars of setting；
It includes from the fastening screw passed through between two clamping bars and being screwed together in the fastening screw that described pair, which tenses firmware,
Type folder in mountain is pressed from both sides by screwing the mountain type so that mountain type clamping is affixed on corresponding clamping bar to realize and will be located at describedly
The clamping bar of beam two sides is located on the ground beam.
The reinforcement system of the utility model detached column further improvement lies in that, described pair of tension firmware includes two, one
A top set on the clamping bar, another is set to the lower part of the clamping bar；
The fastening screw positioned at the clamping bar top is placed on the ground beam；
The fastening screw positioned at the clamping bar lower part runs through the ground beam.
The reinforcement system of the utility model detached column further improvement lies in that, the thick pillar structure include be attached at it is described
Double keel of detached column corresponding side surface connected with drawknot positioned at detached column opposite sides face double keel to drawing connector,
By the way that double keel are fixedly clamped on the detached column to drawing connector.
The reinforcement system of the utility model detached column further improvement lies in that, the end of the diagonal brace, which is equipped with, to be arranged in pair
The fastener for the double keel answered.
The reinforcement system of the utility model detached column further improvement lies in that, threaded connection is installed on the fastener
Bar；
The diagonal brace corresponds to the whorl brace rod equipped with corresponding internal screw thread, and the whorl brace rod is screwed together in described
Screw thread, the length that the part that the whorl brace rod is located at outside the diagonal brace is adjusted by screwing the whorl brace rod, from
And realize the verticality for checking the detached column.
The reinforcement system of the utility model detached column further improvement lies in that, the thick pillar structure is along the independent intercolumniation
Every laying；
The diagonal brace include it is multiple, be respectively supported between the corresponding thick pillar structure and the strut.
The reinforcement system of the utility model detached column further improvement lies in that, the folder girder construction is along the ground beam interval
It lays；
Strut in each folder girder construction on the ground beam of one side of detached column with corresponding thick pillar structure
Between be supported by diagonal brace.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the reinforcement system of the utility model detached column.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
Refering to fig. 1, the utility model provides a kind of reinforcement system of detached column, reserved when detached column is reinforced for solving
Reinforcing bar deal with improperly, easily there is corrosion associated structure reinforcing bar and cannot be cut off in time after removing, worker's operation is vulnerable to hurting problem
Problem.The reinforcement system of the utility model uses folder girder construction and strut and provides connection basis for diagonal brace, so that diagonal brace
One end connects without reserved reinforcing bar, avoids problem brought by reserved steel bar.And folder girder construction can satisfy independence
It is convenient that the connection structure of the fastening strength requirement of column, the folder girder construction and strut has the characteristics that install and remove, even if not
When removing in time, also due to the phenomenon that its structure size can be avoided worker's operation injury much larger than reserved reinforcing bar occurs.
The reinforcement system of the utility model detached column is illustrated with reference to the accompanying drawing.
Refering to fig. 1, it is shown that the structural schematic diagram of the reinforcement system of the utility model detached column.Below with reference to Fig. 1, to this
The reinforcement system of utility model detached column is illustrated.
As shown in Figure 1, the reinforcement system of the detached column of the utility model is for reinforcing detached column 11, which is erected
On ground beam 12, the reinforcement system of the utility model includes thick pillar structure 21, folder girder construction 22, strut 23 and diagonal brace 24；
Thick pillar structure 21 is encircled on detached column 11；Folder girder construction 22 is located on ground beam 12；Strut 23 is connected in folder girder construction 22
And it is located at the top of ground beam 12；24 skewed horizontal load of diagonal brace is connected to thick pillar structure 21 and strut 23, reinforces independence by diagonal brace 24
Column 11.
Preferably, strut 23 with perpendicular to the setting direction of ground beam 12 setting namely strut 23 and detached column 11 on practise physiognomy
Pair side it is parallel, 24 skewed horizontal load of diagonal brace connects the thick pillar structure 21 on strut 23 and detached column 11, and the connection of diagonal brace 24 is embraced
One end of rod structure 21 is higher than one end that diagonal brace 24 connects strut 23, and the firm supporting knot of triangle is formd using diagonal brace 24
Structure can support detached column 11 to prevent from toppling over.
The utility model uses the setting folder girder construction on ground beam, and connects strut in folder girder construction, is by strut
Diagonal brace provides connection basis.On the one hand folder girder construction provides the support of firm stable for strut and diagonal brace, can guarantee independence
The consolidation effect of column；On the other hand folder girder construction and ground beam between sandwiched connect so that folder girder construction installation and removal compared with
For convenience, the problem of avoiding perishable embedded bar and related influence structure reinforcing bars, also solves embedded bar and easily leads to work
The vulnerable problem of people's operation.
As a better embodiment of the utility model, pressing from both sides girder construction 22 includes being attached at the clamping of 12 two sides of ground beam
Part 221 connected with drawknot clamping piece 221 to tensing firmware 222, by the way that firmware 222 is tensed, to clamp clamping piece 221 solid
Due on ground beam 12；Clamping piece 221 positioned at 12 two sides of ground beam is oppositely arranged, and should be led to positioned at the clamping piece 221 of 12 two sides of ground beam
Cross being fixedly clamped on ground beam 12 to connection is drawn to tension firmware 222；The top of clamping piece 221 protrudes out ground beam 12
Top surface is formed with interconnecting piece 2211；23 drawknot of strut is connected between two interconnecting pieces 2211 of 12 two sides of ground beam.
Further, clamping piece 221 includes to set spacing two clamping bars 2212 arranged side by side, to tension firmware 222
Including leading to from the fastening screw 2221 passed through between two clamping bars 2212 and the mountain type for being screwed together in the fastening screw 2221 folder 2222
It crosses and screws mountain type folder 2222 and make mountain type folder 2222 be tightly attached to corresponding clamping bar 2212 to realize and will be located at 12 two sides of ground beam
Clamping bar 2212 be folded on ground beam 12.
Specifically, one end of fastening screw 2221 is passed through between two clamping bars 2212 of 12 side of ground beam, fastening screw
2221 other end is passed through between two clamping bars 2212 of 12 other side of ground beam, in the both ends of the fastening screw 2221 company of screwing togather
Mountain type folder 2222 is connect, the mountain type folder 2222 at both ends is screwed to enable the mountain type at both ends press from both sides 2222 and clamps clamping bar 2212.
Still further, including two to firmware 222 is tensed, one is set to the top of clamping bar 2212, another is set to folder
The lower part of bar 2212；Fastening screw 2221 positioned at 2212 top of clamping bar is placed on ground beam 12, passes through the top surface branch of ground beam 12
Support the fastening screw 2221；Fastening screw 2221 positioned at 2212 lower part of clamping bar runs through ground beam 12.
It will be tight when connecting fastening screw 2221 through the hole PVC 121 of two sides preferably, being equipped in the lower part of ground beam 12
Gu screw rod 2221 passes through the corresponding hole PVC 121.
Again goodly, clamping bar 2212 uses steel pipe, and a clamping bar being located in two ipsilateral clamping bars 2212 of ground beam 12
2212 length are longer, and it is shorter that the height that the top of the longer clamping bar 2212 of the length protrudes out the part of ground beam 12 is higher than length
The top of clamping bar 2212 protrude out the height of 12 part of ground beam.Strut 23 is connected to the top of the longer clamping bar 2212 of length
Place.
As another better embodiment of the utility model, thick pillar structure 21 includes being attached at 11 corresponding side surface of detached column
Double keel 211 connected with drawknot positioned at detached column opposite sides face double keel 211 to drawing connector 212, by drawing
Double keel are fixedly clamped on detached column 11 by connector 212.
Preferably, double keel 211 use double steel pipe, Screw arbor with nut at both-ends and mountain type card are used to drawing connector 212.
Further, the end of diagonal brace 24 is equipped with the fastener 241 for being arranged in corresponding double keel 211, diagonal brace 24 and thick pillar
The connection of structure 21 is arranged in corresponding double keel 211 by fastener 241 to realize.Preferably, the fastener 241 is U-shaped support, it will
U-shaped support is fastened on double keel 211 from side, improves the stability of 21 junction of diagonal brace 24 and thick pillar structure.
Still further, being installed with whorl brace rod 242 on fastener 241, the corresponding whorl brace rod 242 of diagonal brace 24 is equipped with
Corresponding internal screw thread, whorl brace rod 242 are screwed together in the internal screw thread of diagonal brace 24, and spiral shell is adjusted by rotary screwing thread connecting rod 242
Line connecting rod 242 is located at the length of the part outside diagonal brace 24, to realize the verticality for checking detached column 11.
The reinforcement system of detached column of the invention is respectively provided with diagonal brace 24 in four sides of detached column 11, four lateral positions
11 support column of detached column is effectively reinforced detached column 11 by diagonal brace 24.And it is located at the top of the diagonal brace 24 of four sides of detached column
Fine adjustment function is all had, to realize the verticality for checking detached column 11.
As the another better embodiment of the utility model, thick pillar structure 21 is spaced along detached column 11 and lays；Correspondingly,
Diagonal brace 24 include it is multiple, be respectively supported between corresponding thick pillar structure 21 and strut 23.It is suitable for 11 height of detached column at this time
Higher situation is spaced setting thick pillar structure 21 along detached column 11, and each thick pillar structure 21 and corresponding strut 23 it
Between support connection one diagonal brace 24, form stable support system.
As another better embodiment of the utility model, girder construction 22 is pressed from both sides along ground beam 12 and is spaced laying, be located at independent
The strut 23 in each folder girder construction 22 on the ground beam 12 of 11 1 side of column is supported by between corresponding thick pillar structure 11
Diagonal brace 24.The situation that thick pillar structure 21 is laid at interval on detached column 11 can be cooperated to use at this time, namely the folder girder construction 22 of setting
It is corresponding with a thick pillar structure 21, and diagonal brace 24 is set between corresponding folder girder construction 22 and thick pillar structure 21, it can make
Diagonal brace 24 is obtained to be fixedly supported between ground beam 12 and detached column 11.
Combine figure embodiment that the utility model is described in detail above, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not constitute practical to this
Novel restriction, the utility model will be using the ranges that the appended claims define as the protection scope of the utility model.
Claims (9)
1. a kind of reinforcement system of detached column, the detached column are erected on ground beam, which is characterized in that the reinforcement system packet
It includes:
Encircle the thick pillar structure in the detached column；
It is located in the folder girder construction of the ground beam；
It is connected to the strut in the folder girder construction and being located above the ground beam；And
Skewed horizontal load is connected to the diagonal brace of the thick pillar structure and the strut, reinforces the detached column by the diagonal brace.
2. the reinforcement system of detached column as described in claim 1, which is characterized in that the folder girder construction is described including being attached at
The clamping piece of ground beam two sides connects the clamping piece with drawknot to firmware is tensed, and makes the clamping by described pair of tension firmware
Part is fixedly clamped on the ground beam；
The top surface that the ground beam is protruded out at the top of the clamping piece is formed with interconnecting piece；
The strut drawknot is connected between the interconnecting piece of two clamping pieces of the ground beam two sides.
3. the reinforcement system of detached column as claimed in claim 2, which is characterized in that the clamping piece includes to set spacing simultaneously
Arrange two clamping bars of setting；
It includes from the fastening screw passed through between two clamping bars and the mountain type for being screwed together in the fastening screw that described pair, which tenses firmware,
Folder is pressed from both sides by screwing the mountain type so that mountain type clamping is affixed on corresponding clamping bar to realize and will be located at the ground beam two
The clamping bar of side is located on the ground beam.
4. the reinforcement system of detached column as claimed in claim 3, which is characterized in that described pair of tension firmware is including two, one
A top set on the clamping bar, another is set to the lower part of the clamping bar；
The fastening screw positioned at the clamping bar top is placed on the ground beam；
The fastening screw positioned at the clamping bar lower part runs through the ground beam.
5. the reinforcement system of detached column as described in claim 1, which is characterized in that the thick pillar structure is described including being attached at
Double keel of detached column corresponding side surface connected with drawknot positioned at detached column opposite sides face double keel to drawing connector,
By the way that double keel are fixedly clamped on the detached column to drawing connector.
6. the reinforcement system of detached column as claimed in claim 5, which is characterized in that the end of the diagonal brace is equipped with and is arranged in pair
The fastener for the double keel answered.
7. the reinforcement system of detached column as claimed in claim 6, which is characterized in that be installed with threaded connection on the fastener
Bar；
The diagonal brace corresponds to the whorl brace rod equipped with corresponding internal screw thread, and the whorl brace rod is screwed together in the interior spiral shell
Line, the length that the part that the whorl brace rod is located at outside the diagonal brace is adjusted by screwing the whorl brace rod, thus
Realize the verticality for checking the detached column.
8. the reinforcement system of detached column as described in claim 1, which is characterized in that the thick pillar structure is along the independent intercolumniation
Every laying；
The diagonal brace include it is multiple, be respectively supported between the corresponding thick pillar structure and the strut.
9. the reinforcement system of detached column as described in claim 1, which is characterized in that the folder girder construction is along the ground beam interval
It lays；
Strut in each folder girder construction on the ground beam of one side of detached column is between corresponding thick pillar structure
It is supported by diagonal brace.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821740731.XU CN209353773U (en) | 2018-10-25 | 2018-10-25 | The reinforcement system of detached column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821740731.XU CN209353773U (en) | 2018-10-25 | 2018-10-25 | The reinforcement system of detached column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209353773U true CN209353773U (en) | 2019-09-06 |
Family
ID=67781048
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821740731.XU Active CN209353773U (en) | 2018-10-25 | 2018-10-25 | The reinforcement system of detached column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209353773U (en) |
-
2018
- 2018-10-25 CN CN201821740731.XU patent/CN209353773U/en active Active
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