CN207244840U - A kind of constructional column and collar tie beam connection structure - Google Patents
A kind of constructional column and collar tie beam connection structure Download PDFInfo
- Publication number
- CN207244840U CN207244840U CN201721135320.3U CN201721135320U CN207244840U CN 207244840 U CN207244840 U CN 207244840U CN 201721135320 U CN201721135320 U CN 201721135320U CN 207244840 U CN207244840 U CN 207244840U
- Authority
- CN
- China
- Prior art keywords
- tie beam
- collar tie
- constructional column
- lacing wire
- wall
- 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
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Abstract
The utility model discloses a kind of constructional column and collar tie beam connection structure, its key points of the technical solution are that：Constructional column includes being located at the vertical muscle below collar tie beam and the construction column tie-bar tied up with vertical muscle, equipped with transverse bar and the collar tie beam stirrup tied up with transverse bar in collar tie beam, the position that constructional column is contacted with collar tie beam is equipped with Z-shaped lacing wire, and Z-shaped lacing wire one end is tied up on construction column tie-bar, and the Z-shaped lacing wire other end is tied up on collar tie beam stirrup.The utility model has the advantages that the globality of constructional column and collar tie beam can be strengthened, ensure that masonry wall is more firm.
Description
Technical field
Building field is the utility model is related to, more specifically to a kind of constructional column and collar tie beam connection structure.
Background technology
Traditional masonry structure integrity is excessively poor, and in rural areas in our country, most of rural resident uses masonry knot
Structure, it is self-built according to oneself demand that farm building is typically all peasant, will not carry out regular design, construct more by local craftsman
Contract or farmers' mutual aid is completed, work progress is generally also without the guidance and supervision management of departments of government, so most of
Masonry structure does not set constructional column, so that the security to house causes very big hidden danger.
It is continuously improved with the people's awareness of safety that takes place frequently of natural calamity recent years, present people open when building house
Begin to notice that constructional column is set up, but traditional constructional column be connected with collar tie beam very simply, tend not to reach safety standard,
Constructional column is easy for separate with collar tie beam in earthquake, and then the effect of constructional column is little, and masonry wall cannot still be born necessarily
The impact of degree, still loses very big in face of disaster.
Utility model content
The purpose of this utility model is to provide a kind of constructional column and collar tie beam connection structure, its advantage is can to strengthen constructional column
With the globality of collar tie beam, ensure that masonry wall is more firm.
The above-mentioned technical purpose of the utility model technical scheme is that：A kind of constructional column and collar tie beam
Connection structure, constructional column include being located at the vertical muscle below collar tie beam and the construction column tie-bar tied up with vertical muscle, and transverse bar is equipped with collar tie beam
With the collar tie beam stirrup tied up with transverse bar, the position that constructional column is contacted with collar tie beam is equipped with Z-shaped lacing wire, and Z-shaped lacing wire one end, which is tied up, to be constructed
On column tie-bar, the Z-shaped lacing wire other end is tied up on collar tie beam stirrup.
Through the above technical solutions, after having been poured to collar tie beam and constructional column, Z-shaped lacing wire can make collar tie beam and constructional column
Globality is stronger, and stability is more preferable, and constructional column is not readily separated with collar tie beam in vibrations, makes constructional column more firm, also makes and structure
It is more firm to make the masonry wall of column one, while F-C paint can strengthen the stability of Z-shaped lacing wire, while Z can also be improved
The resistance to corrosion of shape lacing wire.
The utility model is further arranged to：The both ends of the Z-shaped lacing wire are equipped with barb, and barb and Z-shaped lacing wire are at an acute angle
Set.
Through the above technical solutions, Z-shaped lacing wire can be subject to one to be pulled outwardly when being shaken between collar tie beam and constructional column
Power, at this moment barb can produce a reaction force, pulling force is offset into a part, and then the fixation that can increase Z-shaped lacing wire is strong
Degree, and then can make firmer between collar tie beam and constructional column.
The utility model is further arranged to：The barb is set with Z-shaped lacing wire layer acute angle.
Through the above technical solutions, when producing a pulling force between collar tie beam and constructional column, the barb of setting at an acute angle can
To increase the tensile capacity of Z-shaped lacing wire.
The utility model is further arranged to：Pour and template, template are respectively fixed with the wall side wall at constructional column position
It is pressed on wall by hardwood collet, and is fixed by split bolt through hardwood collet.
Through the above technical solutions, hardwood collet and lonely threaded connection of the split bolt through wall and wall both ends,
And then the advantages of template is fixed on wall, is so designed is template can be fixed on wall by split bolt, and
Without individually going to build shelf for support shuttering, and then the time was not only saved but also saving fund.
The utility model is further arranged to：Post foam plastics strip in the side that wall is contacted with constructional column.
Through the above technical solutions, the purpose of patch foam plastics strip is that template edge seam is not tight in order to prevent, pouring
During there is a phenomenon where spillage, the final perception influenced after form removal.
The utility model is further arranged to：Z-shaped lacing wire surface scribbles F-C paint layer.
Pass through above-mentioned technical proposal F-C paint can strengthen the stability of Z-shaped lacing wire, while can also improve Z-shaped lacing wire
Resistance to corrosion.
In conclusion the utility model has the advantages that：
1st, more Z-shaped lacing wires are equipped between the collar tie beam and constructional column of the utility model, the both ends of Z-shaped lacing wire are equipped with barb,
Such structure design can make the globality between collar tie beam and constructional column stronger, more firm, and then can improve masonry wall
Firmness degree；
2nd, the template of the utility model is set close to wall, and template is equipped with hardwood collet, and hardwood frame head carries out template
Compress, split bolt is connected through hardwood frame head and wall with nut thread, template can be fixed on wall by turning nut
On body, eliminate and individually build program of the shelf to shuttering supporting, and then save time and cost；
3rd, constructional column is contacted with wall both sides are irregular to be equipped with horse tooth trough, horse tooth trough and wall grafting, can make structure
The even closer of column and wall connecting is made, makes masonry wall more firm, shock resistance more wall.
Brief description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the schematic diagram for embodying relation between collar tie beam, constructional column and wall；
Fig. 3 is to embody collar tie beam and the schematic diagram of constructional column internal structure；
Fig. 4 is the schematic diagram for embodying Z-shaped lacing wire structure；
Fig. 5 is to embody hardwood collet and the schematic diagram of split bolt structure；
Fig. 6 is the schematic diagram for embodying hardwood chuck structure.
In figure, 1, template；2nd, the first wall；21st, the second wall；211st, through hole；3rd, transverse bar；31st, collar tie beam stirrup；4th, indulge
Muscle；41st, column tie-bar is constructed；5th, Z-shaped lacing wire；51st, barb；6th, foam plastics strip；7th, hardwood collet；71st, mounting hole；8th, to drawing spiral shell
Bolt；81st, nut.
Embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment：A kind of constructional column and collar tie beam connection structure, as shown in Figure 1, by the first wall 2 first during assembling
And second space for reserving horse tooth trough and constructional column between wall 21.
As shown in Figures 2 and 3, it is necessary in the first wall after the first wall 2 and the second wall 21 are dried to some strength
2 and second wall of body, 21 upper surface pours collar tie beam, while pours constructional column between the first wall 2 and the second wall 21, first
Constructional column in constructional column is indulged into muscle 4 and construction column tie-bar 41 is bound in place in advance, construction column tie-bar 41 is uniformly socketed in
On the outer surface of four vertical muscle, while also the transverse bar 3 in collar tie beam and collar tie beam stirrup 31 are also tied up and rolled in place, make collar tie beam stirrup 31 equal
Even is socketed on the outer surface of four transverse bars 3, collar tie beam stirrup 31 and construction column tie-bar 41 of the collar tie beam with constructional column close to position
Between be equipped with more Z-shaped lacing wires 5（See Fig. 4）, Z-shaped lacing wire 5 is more coarser than common lacing wire, and Z-shaped 5 one end of lacing wire is tied up in collar tie beam hoop
On muscle 31, the other end is tied up on construction column tie-bar 41, and barb 51 is equipped with the both ends of Z-shaped lacing wire 5（See Fig. 4）, barb 51 is with drawing
Muscle is at an acute angle, and barb 51 can increase the fixing intensity of Z-shaped lacing wire 5, so can make it is firmer between collar tie beam and constructional column, together
When on Z-shaped 5 surface of lacing wire scribble one layer of F-C paint, F-C paint can strengthen the stability of Z-shaped lacing wire 5, while can also improve Z
The resistance to corrosion of shape lacing wire 5.
As shown in Figure 2 and Figure 5, next step fixed form 1, the contour line first along constructional column before fixed form 1 post
Foam plastics strip 6, the purpose of patch foam plastics strip 6 is that 1 edge joint of template is not tight in order to prevent, is occurred during pouring
The phenomenon of spillage, the final perception influenced after form removal.After having pasted foam plastics strip 6, leaned in the first wall 2 and 21 phase of the second wall
Nearly side vertical direction is uniformly corresponding to drill out through hole 211, the casting area of rows of through hole 211 and constructional column have it is certain away from
From apart from very little, then template 1 being attached on the casting area between the first wall 2 and the second wall 21, the both ends of template 1
It is overlapped on respectively on the first wall 2 and the second wall 21, while the side wall at 1 both ends of template is no more than the position of through hole 211, the
One wall 2 is equipped with a hardwood collet 7 with 21 corresponding through hole 211 of the second wall（See Fig. 1）, 7 both ends of hardwood collet are with leading to
The position in hole 211 is equipped with mounting hole 71 (see Fig. 6), and a split bolt 8,8 two spiral shell of split bolt are equipped with each through hole 211
Line is connected with nut 81, and hardwood collet 7 is compressed by turning nut 81, and then realizes the fixation to template 1.
As depicted in figs. 1 and 2, equally uniformly set close to the position of upper surface with 21 side wall of the second wall in the first wall 2
There is through hole 211, a split bolt 8 is equally fixed with through hole 211, the both ends of split bolt 8 are fixed by nut 81 respectively
There is a hardwood collet 7, ring beam template 1 is fixed with hardwood collet 7, after whole templates 1 are fixed, poured into template 1
Cement is built, template 1 is dismantled after collar tie beam and constructional column degree of drying reach standard.
The course of work：Foam plastics strip 6 first is posted along the contour line of constructional column, then the first wall 2 and the second wall 21
Mutually close to the uniform corresponding holes drilled through 211 of side vertical direction, template 1 is being attached to the position that pours constructional column, it is corresponding logical
A hardwood collet 7 is put on hole 211, while template 1 is contradicted the side in the first wall 2 and the second wall 21 by hardwood collet 7
On wall, split bolt 8 passes through hardwood collet 7 and wall, and 8 two of split bolt is threaded with nut 81, by turning nut
81 pairs of cherry wood clamp heads compress, and then realize the fixation to constructing column template 1, and the same manner consolidates the template 1 of collar tie beam
Fixed, the final joints cement into template 1, dismantles template 1 after collar tie beam and constructional column degree of drying reach standard.
This specific embodiment is only explanation to the utility model, it is not the limitation to the utility model, ability
Field technique personnel as needed can make the present embodiment the modification of no creative contribution after this specification is read, but
As long as all protected in the right of the utility model be subject to Patent Law.
Claims (6)
1. a kind of constructional column and collar tie beam connection structure, constructional column includes being located at the vertical muscle (4) below collar tie beam and tying up with vertical muscle (4)
Construction column tie-bar (41), equipped with transverse bar (3) and the collar tie beam stirrup (31) tied up with transverse bar (3) in collar tie beam, it is characterized in that：Construction
The position that column is contacted with collar tie beam is equipped with Z-shaped lacing wire (5), and Z-shaped lacing wire (5) one end is tied up on construction column tie-bar (41), Z-shaped lacing wire
(5) other end is tied up on collar tie beam stirrup (31).
2. a kind of constructional column according to claim 1 and collar tie beam connection structure, it is characterized in that：The two of the Z-shaped lacing wire (5)
End is equipped with barb (51).
3. a kind of constructional column according to claim 2 and collar tie beam connection structure, it is characterized in that：Barb (51) and Z-shaped lacing wire
(5) setting at an acute angle.
4. a kind of constructional column according to claim 1 and collar tie beam connection structure, it is characterized in that：Pour the wall at constructional column position
Template (1), template are respectively fixed with body sidewall（1）Pass through hardwood collet（7）It is pressed on wall, and passes through split bolt
（8）Through hardwood collet（7）It is fixed.
5. a kind of constructional column according to claim 4 and collar tie beam connection structure, it is characterized in that：Wall is contacted with constructional column
Post foam plastics strip (6) in side.
6. a kind of constructional column according to claim 1 and collar tie beam connection structure, it is characterized in that：Z-shaped lacing wire (5) surface scribbles
F-C paint layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721135320.3U CN207244840U (en) | 2017-09-04 | 2017-09-04 | A kind of constructional column and collar tie beam connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721135320.3U CN207244840U (en) | 2017-09-04 | 2017-09-04 | A kind of constructional column and collar tie beam connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207244840U true CN207244840U (en) | 2018-04-17 |
Family
ID=61885362
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721135320.3U Expired - Fee Related CN207244840U (en) | 2017-09-04 | 2017-09-04 | A kind of constructional column and collar tie beam connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207244840U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115233995A (en) * | 2022-07-20 | 2022-10-25 | 中南建筑设计院股份有限公司 | Construction method of short-limb masonry wall |
-
2017
- 2017-09-04 CN CN201721135320.3U patent/CN207244840U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115233995A (en) * | 2022-07-20 | 2022-10-25 | 中南建筑设计院股份有限公司 | Construction method of short-limb masonry wall |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180417 Termination date: 20200904 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |