CN207245172U - A kind of constructional column prefab-form structure - Google Patents
A kind of constructional column prefab-form structure Download PDFInfo
- Publication number
- CN207245172U CN207245172U CN201721220191.8U CN201721220191U CN207245172U CN 207245172 U CN207245172 U CN 207245172U CN 201721220191 U CN201721220191 U CN 201721220191U CN 207245172 U CN207245172 U CN 207245172U
- Authority
- CN
- China
- Prior art keywords
- wall
- constructional column
- template
- compressing member
- prefab
- 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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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of constructional column prefab-form structure, its key points of the technical solution are that：Including template, fixing piece and compressing member, template is blocked on the constructional column gap being equipped between the first wall and the second wall, first wall and the second wall are being respectively equipped with an exhausting hole close to the position of template both ends side wall, two exhausting holes correspond, compressing member is pressed on corresponding two through holes through template upper surface, fixing piece is fixed compressing member through compressing member and through hole, and then template is fixed.The utility model has the advantages that fixed frame need not be built when carrying out group mould to constructional column, manpower can be saved but also save fund.
Description
Technical field
The constructional column in a kind of masonry wall construction is the utility model is related to, more specifically to a kind of constructional column prefabricated molds
Harden 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 pay attention to setting up for constructional column, but traditional constructional column needs to build a framework in wall both sides formwork supporting plate, operates very numb
It is tired, and most of structure is required for being leased, so as to considerably increase cost.
Utility model content
The purpose of this utility model is to provide a kind of constructional column prefab-form structure, its advantage is to carry out group to constructional column
Fixed frame need not be built during mould, manpower can be saved but also save fund.
The above-mentioned technical purpose of the utility model technical scheme is that：A kind of constructional column prefabricated molds
Harden structure, including template, fixing piece and compressing member, it is empty that template blocks the constructional column being equipped between the first wall and the second wall
In gap, the first wall and the second wall are being respectively equipped with an exhausting hole close to the position of template both ends side wall, and two exhausting holes are mutual
Corresponding, compressing member is pressed on corresponding two through holes through template upper surface, and fixing piece is through compressing member and through hole to compressing
Part is fixed, and then template is fixed.
Through the above technical solutions, when needing to carry out formwork to constructional column, template is first fixed on constructional column and pours portion
Position, then template is propped up, finally compressing member is fixed on wall with fixing piece with compressing member, and then realizes and template is determined
Position, saves and builds the flow that shelf is supported template, saves fund.
The utility model is further arranged to：The fixing piece is split bolt, and split bolt passes through through hole and wall two
The compressing member of side is connected with nut thread.
Through the above technical solutions, the nut by turning split bolt both ends, nut can press from both sides wall both sides hardwood
Head is compressed, and can produce a pressure to template after hardwood collet stress, and then template is compressed.
The utility model is further arranged to：The compressing member is hardwood collet.
The part through the above technical solutions, hardwood collet fixes, can both realize the compression to template, while wood is opposite
It is soft for metal, certain cushioning effect can also be played, template deformation will not be caused because of external force is excessive.
The utility model is further arranged to：Foam plastics strip is posted along the contour line of 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：The split bolt applies one layer of oil film with nut outer surfaces.
Through the above technical solutions, when being poured in template, split bolt and nut may with cements,
Striking time is again long, will not will not be occurred without hair dismounting by cement corrosion with the split bolt and nut of oil processing
Phenomenon.
The utility model is further arranged to：Both sides that the constructional column is contacted with wall are irregular to be equipped with horse tooth trough.
Through the above technical solutions, horse tooth trough and wall grafting, the even closer of constructional column and wall connecting can be made, made
Masonry wall is more firm, shock resistance more wall.
In conclusion the utility model has the advantages that：
1st, 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；
2nd, 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 be the utility model structure diagram he；
Fig. 2 is to embody constructional column internal structure schematic diagram；
Fig. 3 is sectional view at the A of Fig. 2；
Fig. 4 is the schematic diagram for embodying relation between split bolt and nut；
Fig. 5 is the schematic diagram for embodying hardwood chuck structure.
In figure, 1, template；2nd, the first wall；21st, the second wall；3rd, transverse bar；31st, column tie-bar is constructed；4th, muscle is indulged；41st, enclose
Beam stirrup；5th, foam plastics strip；6th, hardwood collet；61st, mounting hole；7th, split bolt；71st, nut.
Embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment：A kind of 1 structure of constructional column prefab-form, as shown in Figure 1, including the template 1 being located between two walls,
Need to pour between one wall 2 and the second wall 21 position of constructional column just needed during assembling the space of constructional column is pre-
Reserving and, constructional column is equipped with multiple horse tooth troughs to preferably reach function in the both sides that constructional column is contacted with wall, the
One wall 2 must also come out the space to be preserved of horse tooth trough with the second wall 21 during assembling.
As depicted in figs. 1 and 2, needed when the first wall 2 and the second wall 21 are dried to some strength in the first wall 2
Collar tie beam is poured with 21 upper surface of the second wall, while constructional column is poured between the first wall 2 and the second wall 21, first by structure
Make the vertical muscle 4 in column and construction column tie-bar 31 is bound in place in advance, while also also tie up the transverse bar 3 in collar tie beam and collar tie beam stirrup 41
Roll in place, be exactly next fixed plate template 1, the contour line first along constructional column before fixed plate template 1 posts foamed plastics
Bar 5, the purpose of patch foam plastics strip 5 is that 1 edge joint of template is not tight in order to prevent, and showing for spillage occurs during pouring
As the final perception influenced after form removal.
It is uniformly corresponding close to side vertical direction with 21 phase of the second wall in the first wall 2 after having pasted foam plastics strip 5
There are a certain distance in holes drilled through, the casting area of rows of through hole and constructional column, and apart from very little, template 1 then is attached to first
On casting area between 2 and second wall 21 of wall, the both ends of template 1 are overlapped on the first wall 2 and the second wall 21 respectively
On, while the side wall at 1 both ends of template is no more than the position of through hole, is set in the first wall 2 with 21 corresponding through hole of the second wall
There is a hardwood collet 6, the position of 6 both ends of hardwood collet and through hole is equipped with mounting hole 61, and one is equipped with each through hole to drawing
Bolt 7,7 two of split bolt are threaded with nut 71, and cherry wood clamp head is compressed by turning nut 71, and then realize
Fixation to template 1.
As shown in Figures 2 and 3, 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, a split bolt 7 is equally fixed with through hole, the both ends of split bolt 7 are fixed with one by nut 71 respectively
Hardwood collet 6, is fixed with template 1 on hardwood collet 6, after whole templates 1 are fixed, the joints cement into template 1, etc.
Template 1 is dismantled after reaching standard to collar tie beam and constructional column degree of drying.
The course of work：Foam plastics strip 5 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 of side vertical direction, template 1 is being attached to the position that pours constructional column, on corresponding through hole
A hardwood collet 6 is put, split bolt 7 passes through hardwood collet 6 and wall, and 7 two of split bolt is threaded with nut 71,
Cherry wood clamp head is compressed by turning nut 71, and then realizes the fixation to constructing column template 1, the same manner is to collar tie beam
Template 1 is fixed, finally the joints cement into template 1, by template 1 after collar tie beam and constructional column degree of drying reach standard
Dismantle.
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 prefab-form structure, it is characterized in that：Including template (1), fixing piece and compressing member, template (1) is blocked
On the constructional column gap being equipped between the first wall (2) and the second wall (21), the first wall (2) exists with the second wall (21)
An exhausting hole is respectively equipped with close to the position of template (1) both ends side wall, two exhausting holes correspond, and compressing member passes through template (1)
Upper surface is pressed on corresponding two through holes, and fixing piece is fixed compressing member through compressing member and through hole, and then to mould
Plate (1) is fixed.
2. a kind of constructional column prefab-form structure according to claim 1, it is characterized in that：The fixing piece is split bolt
(7), the compressing member of split bolt (7) through through hole and wall both sides is threadedly coupled with nut (71).
3. a kind of constructional column prefab-form structure according to claim 1, it is characterized in that：The compressing member is hardwood collet
(6)。
4. a kind of constructional column prefab-form structure according to claim 1, it is characterized in that：Posted along the contour line of constructional column
Foam plastics strip (5).
5. a kind of constructional column prefab-form structure according to claim 2, it is characterized in that：The split bolt (7) and spiral shell
Female (71) outer surface applies one layer of oil film.
6. a kind of constructional column prefab-form structure according to claim 1, it is characterized in that：The constructional column is contacted with wall
Both sides be equipped with horse tooth trough.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721220191.8U CN207245172U (en) | 2017-09-21 | 2017-09-21 | A kind of constructional column prefab-form structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721220191.8U CN207245172U (en) | 2017-09-21 | 2017-09-21 | A kind of constructional column prefab-form structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207245172U true CN207245172U (en) | 2018-04-17 |
Family
ID=61886228
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721220191.8U Expired - Fee Related CN207245172U (en) | 2017-09-21 | 2017-09-21 | A kind of constructional column prefab-form structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207245172U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114941428A (en) * | 2022-05-29 | 2022-08-26 | 五冶集团上海有限公司 | End constructional column formwork optimization method |
-
2017
- 2017-09-21 CN CN201721220191.8U patent/CN207245172U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114941428A (en) * | 2022-05-29 | 2022-08-26 | 五冶集团上海有限公司 | End constructional column formwork optimization method |
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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: 20180417 Termination date: 20200921 |