CN208396289U - High-intensitive column template supporting construction - Google Patents
High-intensitive column template supporting construction Download PDFInfo
- Publication number
- CN208396289U CN208396289U CN201820566136.2U CN201820566136U CN208396289U CN 208396289 U CN208396289 U CN 208396289U CN 201820566136 U CN201820566136 U CN 201820566136U CN 208396289 U CN208396289 U CN 208396289U
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- China
- Prior art keywords
- template
- perforation
- layer board
- steel pipe
- casing
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Abstract
The utility model discloses a kind of high-intensitive column template supporting construction, its drip irrigation device includes the multi-layer board of mutual splicing closure, several flitches reinforced at the multi-layer board outer wall, the split bolt for being fixed on the steel pipe tie of flitch side wall surface and being arranged on the steel pipe tie, the multi-layer board includes two the first templates being oppositely arranged and two the second templates being oppositely arranged perpendicular to first template, first template surface offers several first perforation along long side, second template surface offers several second perforation along long side, first perforation is greater than the second perforation at a distance from the second template broadside side at a distance from the first template broadside side, the second perforation in first perforation of two first templates and two the second templates is provided with casing, the split bolt extends through Casing, and its both ends is connected on steel pipe tie, the utility model has the effect of reducing the space occupied of column template structure.
Description
Technical field
The utility model relates to technical field of building construction, and more specifically it is related to a kind of high-intensitive column template supporting knot
Structure.
Background technique
Currently, notification number is a kind of column template structure disclosed in the Chinese patent of CN202530759U, including bamboo slab rubber, wood
Side, channel steel, bolt.Flitch is arranged with a thickness of~20mm, bamboo slab rubber outside in bamboo slab rubber, and flitch height is 50mm, and width is
100mm, is arranged channel steel, opposite channel steel bolt fastening outside flitch, and pitch of bolts is 400~500mm, and the diameter of bolt is~
22mm。
It is similar to above-mentioned column template structure in the prior art, is set in the outside wall surface of bamboo slab rubber after bamboo slab rubber is closed
It sets flitch and is reinforced by channel steel, while in order to bear coagulation earth lateral pressure and other loads, it is ensured that template spacing is full
Sufficient design requirement, which is often positioned on channel steel, is also equipped with split bolt, and the reinforcement means of existing split bolt is generally threaded through
On channel steel, the channel steel by tensing opposite side imposes abutting in the pulling force on bamboo slab rubber to flitch.But since split bolt is arranged
On the outside of channel steel, the space occupied on column template periphery is increased, the construction for being unfavorable for column template periphery carries out.Channel steel is same with flitch
It is all that indirect contradict is fixed between concrete, reinforcement ability is limited, and there may be error influence is mixed under different construction environments
Coagulate the cast molding effect of soil.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of high-intensitive column template supporting knots
Structure the advantage is that the space occupied for reducing column template structure.
To achieve the above object, the utility model provides following technical solution: a kind of high intensity column template supporting construction,
Including mutually splicing the multi-layer board of closure, at the multi-layer board outer wall reinforce several flitches, be fixed on flitch side wall surface
Steel pipe tie and the split bolt that is arranged on the steel pipe tie, the multi-layer board include two be oppositely arranged first
Template and two the second templates being oppositely arranged perpendicular to first template, first template surface are offered along long side
Several first perforation, second template surface offer several second perforation, first perforation and the first mould along long side
The distance of plate broadside side is greater than the second perforation at a distance from the second template broadside side, also cross the of two first templates
The second perforation in one perforation and two the second templates is provided with casing, and the split bolt extends through casing, and its two
End is connected on steel pipe tie.
By using above-mentioned technical proposal, multi-layer board includes the first template of a pair being oppositely arranged, and perpendicular to first
The second template of a pair of template, the first template are mutually perpendicular to closure one closed quadrangular chamber of composition with the second template and are used for
Concrete perfusion for molding, wear with the second perforation opened up in the second template by the first perforation opened up in the first template
Casing is crossed, since the first perforation is greater than the second perforation at a distance from the second template side at a distance from the first template side, so that
Casing passes through when the first perforation is perforated with second to be mutually staggered non-interference in the vertical direction, and split bolt is set across casing
It sets, split bolt stretches out multilayer board ends joint steel pipe tie and light pipe tie is pressed on flitch, and steel pipe tie leads to flitch
Split bolt is crossed to the leakproofness and accuracy for carrying out reinforcing promotion column template closure on multiple-plate peripheral wall.Split bolt passes through
Casing is threaded through the space occupied that split bolt is reduced inside column template, guarantees that column template periphery has sufficient space to enjoy oneself to heart's content it
His construction activities.
The utility model is further arranged to: whether first template is greater than one meter point according to its width with the second template
For small size template and large size template, the medium position that the trumpet template broadside is surveyed is provided with one of casing and split bolt；Institute
It states the survey of large size template broadside and is arranged at intervals with twice casing and split bolt.
By using above-mentioned technical proposal, it is small that the first template with the second template is set as width using one meter of width as boundary value
It is set in the casing in the large size template of small size template and width greater than one meter equal to one meter, small size template positioned at medium position
Reduce construction cost under the premise of one is set to guarantee fixed effect；Casing in large size template is arranged at intervals with two guarantees pair
Draw the fixed effect of bolt.First template in the second template casing and split bolt it is pre- according to the different size of detail design
Equipped with different installation number and installation site, the flexible applicability of column template is promoted.
The utility model is further arranged to: the side wall surface of described sleeve pipe open at one end is extended with along the radial level of casing
A pair of of extension is rotatably connected to pull ring on the extension.
By using above-mentioned technical proposal, the setting of extension and pull ring facilitates construction personnel to hold pull ring to multi-layer board
It is relatively labor-saving before interior carry out filling concrete to insert the cannula into the first template and the second template, also facilitate the first template and the
The disassembly of casing in two templates, while being also beneficial to the transfer to pull ring position.
The utility model is further arranged to: the connecting hole passed through for split bolt is offered on the steel pipe tie, and
The steel pipe tie is connected with full hall scaffold.
By using above-mentioned technical proposal, connecting hole is passed through for split bolt and is fixed, steel pipe tie and full hall scaffold one
The construction on body column template periphery easy to connect reduces the consumptive material for setting up scaffold, and guarantees the stabilization of steel pipe tie position
Property.
The utility model is further arranged to: several flitches are fixed on multilayer along multiple-plate broadside at equal intervals
In plate plate face.
By using above-mentioned technical proposal, flitch is arranged at equal intervals along multi-layer board long side and guarantees the same of flitch reinforcement effect
When reduce flitch usage quantity, convenient for the installation exercise of construction personnel.
The utility model is further arranged to: the steel pipe tie is located on multi-layer board on the periphery wall of flitch along vertical side
It is several to being equidistantly provided with.
By using above-mentioned technical proposal, steel pipe tie is arranged several to enhance to flitch and multilayer in the vertical direction
The reinforcing of plate and position-limiting action guarantee that the construction of column template meets design requirement and improves the leakproofness and accuracy of column template.
The utility model is further arranged to: described multiple-plate one end is vertically installed with support plate, the flitch fitting
It is fixedly installed in multi-layer board and support plate side wall.
By using above-mentioned technical proposal, support plate guarantees multi-layer board position to increase the contact area of multi-layer board and bottom surface
The stability set, while flitch plays the role of conflict reinforcing to multiple-plate side wall and support plate and further promotes multi-layer board
Splicing stablizing for installation site guarantees column template to the fixed effect of concrete.
The utility model is further arranged to: the support plate lower section pad that is located at is equipped with the disk foot lumps of wood.
By using above-mentioned technical proposal, the disk foot lumps of wood reduces more simultaneously to the multiple-plate contact area of further expansion
The abrasion that possibility when laminate splicing installation on the ground is subject to, promotes multiple-plate service life, and reducing to be used for a long time causes
Support plate wears the generation of multi-layer board appearance position drift condition in splicing installation process.
In conclusion the utility model has the advantage that
1, the space occupied of column template is reduced, the space utilization rate on column template periphery is improved；
2, the stability of lifting column template position；
3, guarantee column template to the molding effect of concrete column.
Detailed description of the invention
Fig. 1 is the top view of the present embodiment；
Fig. 2 is the side sectional view of the present embodiment；
Fig. 3 is the structural schematic diagram of the present embodiment middle sleeve.
Description of symbols: 1, multi-layer board；11, the first template；12, the first perforation；13, the second template；14, it second wears
Hole；15, support plate；16, connecting hole；2, casing；21, extension；22, pull ring；3, split bolt；4, flitch；5, steel pipe tie；
6, the disk foot lumps of wood.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment, a kind of high intensity column template supporting construction, as shown in Figure 1, several multi-layer boards 1 including splicing closure,
In the fixed several flitches 4 of 1 outer wall of multi-layer board and it is fixed on the steel pipe tie 5 of 4 outside wall surface of flitch on same multi-layer board 1.It is more
Laminate 1 includes the first template 11 of a pair and a pair of second template 13, offers several first perforation 12 in the first template 11, and second
Several second perforation 14 are offered in template 13, the first perforation 12 and a pair of second template in a pair of first template 11
The second perforation 14 on 13 is provided with casing 2, and the split bolt 3 that both ends are connected on steel pipe tie 5 is equipped in casing 2, is led to
It crosses in the casing 2 by split bolt 3 between the first template 11 and the second template 13 and passes through to reduce the land occupation outside column template
Space.
As shown in 1,2, the first template 11 and the second template 13 be all provided with there are two and the first template 11 and the second template 13
Length is identical.Multi-layer board 1 in the present embodiment using nine plywood with a thickness of mm, in the first template 11 and the second template 13 the
One perforation 12 is arranged at equal intervals along its length with the second perforation 14, wherein the perforation in the first template 11 and the first template 11
Broadside lateral extent be greater than perforation and the broadside lateral extent of the second template 13 in the second template 13.First template 11 and the second template
The first perforation 12 on 13 is provided with the different positions that opens up according to the different width edge length of multi-layer board 1 from the second perforation 14, the
One template 11 is classified as large size template of the width greater than 1000mm according to width with the second template 13 and is less than or equal to width
The small size template of 1000mm, the first perforation 12 or the second perforation 14 in large size template are located at broadside side and are arranged at intervals with twice,
The medium position that the first perforation 12 or the second perforation 14 in small size template are located at broadside side is provided with together, in the present embodiment
First template 11 and the second template 13 are large size template, and the first perforation 12 in the first template 11 is provided with two column, between each column
Every there are three settings；The second perforation 14 in second template 13 is provided with two column, and each column is arranged at intervals with four.Positioned at multi-layer board
1 broadside side is fixedly installed support plate 15 perpendicular to multi-layer board 1 is L-shaped, while resting on the ground and being placed in square type ring
The disk foot lumps of wood 6 of shape.
As shown in Figure 2,3, casing 2 is in the hollow tubular of both ends open, positioned at the Single port face of casing 2 along the diameter of casing 2
To a pair of of extension 21 has been symmetrically extended, extension 21 is in circular arc plate, is rotatably connected to pull ring on a pair of of extension 21
22, the diameter of pull ring 22 is greater than the caliber of casing 2.In conjunction with Fig. 1, split bolt 3 passes through split bolt in casing 2 and the present embodiment
3 using M12 split bolt.It is counted in the first template 11 and the second template 13 by the fixed flitch 4 of rivet in the present embodiment
Amount is three, the length of flitch 4 broadside identical and along flitch 4 with the length of the first template 11 and the second template 13
It is arranged at equal intervals, the bottom surface of flitch 4, which contradicts, fits in 15 plate face of support plate, and side wall surface fits in the outside wall surface of multi-layer board 1.
As shown in Figure 1, 2, steel pipe tie 5 is square tubulose, and steel pipe tie 5 is horizontal to be set up and 5 integrally connected of steel pipe tie
There is full hall scaffold (not shown), the position of corresponding first perforation 12 and the second perforation 14 is horizontal on steel pipe tie 5
Connecting hole 16 is offered, the both ends that split bolt 3 passes through casing 2 are each passed through connecting hole 16 and are connected on steel pipe tie 5, position
Three groups of steel pipe ties 5 are provided in horizontal interval in a pair of first template 11, are located at horizontal interval frame in a pair of second template 13
Equipped with four groups of steel pipe ties 5.
When column template is installed, the disk foot lumps of wood 6 is placed in bottom surface at construction first, by the first template 11 and the second template 13
It is oppositely arranged and is erected at vertically on the disk foot lumps of wood 6 respectively, flitch 4 is placed in support plate 15 fits in the first template 11 later
With the side wall surface of the second template 13 and fixed by rivet, casing 2 passed through into the first perforation 12 later perforate with second and 14 and insert
Enter split bolt 3, tightening nut is fixed after the insertion steel pipe tie 5 of split bolt 3.Column to be constructed is poured demoulding
Afterwards, split bolt 3 is extracted to cram the first perforation 12 and the second perforation 14 with casing 2 and with mortar.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all practical at this
Within novel design concept, any modification, equivalent replacement, improvement and so on should be included in the protection of the utility model
Within the scope of.
Claims (8)
1. a kind of high intensity column template supporting construction, including mutually splicing the multi-layer board (1) of closure, being located at the multi-layer board (1)
At outer wall reinforce several flitches (4), be fixed on the steel pipe tie (5) of flitch (4) side wall surface and be arranged in the steel pipe column
Bind round the split bolt (3) on (5), it is characterised in that: the multi-layer board (1) include two the first templates (11) being oppositely arranged with
Two the second templates (13) being oppositely arranged perpendicular to first template (11), the first template (11) surface is along long side
Several first perforation (12) are offered, the second template (13) surface offers several second perforation (14), institute along long side
It states the first perforation (12) and is greater than the second perforation (14) and the second template (13) broadside side at a distance from the first template (11) broadside side
Distance, also cross second in the first perforation (12) of two first templates (11) and two the second templates (13)
Perforation (14) is provided with casing (2), and the split bolt (3) extends through casing (2), and its both ends is connected to steel pipe tie
(5) on.
2. high intensity column template supporting construction according to claim 1, it is characterised in that: first template (11) and the
Two templates (13) are divided into small size template and large size template according to whether its width is greater than one meter, during the trumpet template broadside is surveyed
Position, which installs, is equipped with one of casing (2) and split bolt (3)；The large size template broadside survey is arranged at intervals with twice casing (2)
With split bolt (3).
3. high intensity column template supporting construction according to claim 1, it is characterised in that: described sleeve pipe (2) open at one end
Side wall surface be extended with a pair of of extension (21) along the radial level of casing (2), be rotatably connected to drawing on the extension (21)
Ring (22).
4. high intensity column template supporting construction according to claim 1, it is characterised in that: opened on the steel pipe tie (5)
Equipped with the connecting hole (16) passed through for split bolt (3), and the steel pipe tie (5) is connected with full hall scaffold.
5. high intensity column template supporting construction according to claim 1, it is characterised in that: several flitches (4) are along more
The broadside of laminate (1) is fixed at equal intervals in multi-layer board (1) plate face.
6. high intensity column template supporting construction according to claim 5, it is characterised in that: the steel pipe tie (5) is located at
It is equidistantly provided with along the vertical direction on the periphery wall of flitch (4) on multi-layer board (1) several.
7. high intensity column template supporting construction according to claim 1, it is characterised in that: one end of the multi-layer board (1)
It is vertically installed with support plate (15), the flitch (4) fits in multi-layer board (1) and support plate (15) side wall is fixedly installed.
8. high intensity column template supporting construction according to claim 7, it is characterised in that: described to be located under support plate (15)
Side's pad is equipped with the disk foot lumps of wood (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820566136.2U CN208396289U (en) | 2018-04-19 | 2018-04-19 | High-intensitive column template supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820566136.2U CN208396289U (en) | 2018-04-19 | 2018-04-19 | High-intensitive column template supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208396289U true CN208396289U (en) | 2019-01-18 |
Family
ID=65064957
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820566136.2U Expired - Fee Related CN208396289U (en) | 2018-04-19 | 2018-04-19 | High-intensitive column template supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208396289U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112012484A (en) * | 2020-07-31 | 2020-12-01 | 中国建筑第八工程局有限公司 | Reinforcing device and reinforcing method for column template |
-
2018
- 2018-04-19 CN CN201820566136.2U patent/CN208396289U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112012484A (en) * | 2020-07-31 | 2020-12-01 | 中国建筑第八工程局有限公司 | Reinforcing device and reinforcing method for column template |
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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 |
Granted publication date: 20190118 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |