CN206267522U - The buttress template support system of shock isolating pedestal - Google Patents
The buttress template support system of shock isolating pedestal Download PDFInfo
- Publication number
- CN206267522U CN206267522U CN201621389028.XU CN201621389028U CN206267522U CN 206267522 U CN206267522 U CN 206267522U CN 201621389028 U CN201621389028 U CN 201621389028U CN 206267522 U CN206267522 U CN 206267522U
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- CN
- China
- Prior art keywords
- buttress
- support system
- template
- shock isolating
- isolating pedestal
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- 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 buttress template support system of shock isolating pedestal, including with the rigid align member of the detachable rigid mould in mould and rigidity fixed to positioning for level for being arranged at buttress gusset；Supporting construction is united two into one with template, using template with it is support integrated, template can be served as, and can be used as the supporting construction for having certain rigidity, template forming effect is good, the lateral rigidity enhancing of template, the material cost of supporting construction is effectively reduced, the perpendicularity of component can be precisely controlled, simplify constructing operation difficulty, the generation of issuable spillage quality problems at formwork edge joint can be efficiently reduced, efficiency of construction and construction quality is improved.
Description
Technical field
The utility model is related to the support template of building field, the buttress template branch of more particularly to a kind of shock isolating pedestal
Watch box system.
Background technology
Form work engineering is the important ring in the current building concrete engineering of China, its construction effect can to actual components into
Shape outward appearance causes very big influence with performance, and mould plate technique level is constructed into improving construction quality, accelerating construction progress, reduction
This all has important influence.China's template construction system widely used at present is by template, supporting construction and connector three
It is grouped into.Conventional template material is more, and this material is from heavy and light, and cost is relatively low based on plank sheathing and bamboo plywood form, but weight
Multiple utilization rate is not high, through often there is deformation after immersion, causes material to be used in turn again.And timber belongs to rare material,
Long-term use is unfavorable for ecological environment.Traditional template construction material is generally plank sheathing and wooden a tree, used in making timber for boats, steel pipe, screw rod and connector
Deng it has the disadvantage that stock utilization is very low, and fastening strength not enough, and may bring abrasion deformation because template is used for multiple times, meeting
Cause component surface out-of-flatness or the inadequate situation of perpendicularity occur.At the same time, whole construction process is complex, is unfavorable for
The raising of efficiency of construction.It is that, by template, supporting construction and connector carry out separate making and traditional template is in terms of construction
And carry out assembly.Because the rigidity of plank sheathing is not enough, need supporting construction to ensure the perpendicularity of template, while using even
Fitting is integral by template and supporting construction connection.The shortcoming of this kind of form of construction work is constructing operation complicated, it is necessary to multiple school
Positive perpendicularity, efficiency of construction is not high.On the other hand, because form joint is not tight, easily spillage is caused during casting concrete, is caused
Component leakiness, influences construction quality.
Utility model content
In view of this, the purpose of this utility model is the buttress template support system for providing a kind of shock isolating pedestal, will be propped up
Support structure unites two into one with template, using template with it is support integrated, it is ensured that the forming effect of template, enhancing template it is lateral just
Degree, the materials'use of support structure of reducing expenditure can precisely control the perpendicularity of component, simplify constructing operation difficulty, can keep away again
Exempt from the generation of template spillage phenomenon, improve efficiency of construction and construction quality.
A kind of buttress template support system of shock isolating pedestal of the present utility model, including it is arranged at buttress side with detachable
The rigid align member of the rigid mould in mould and rigidity fixed to positioning for level for enclosing；
Further, concrete is built after rigid Bian Monei assembling reinforcements are poured and takes shape in one with buttress；
Further, the rigid side mould is the end-blocking channel-section steel that axial two ends set end plate, the end plate of adjacent end-blocking channel-section steel it
Between form corner space, set and the angle steel that is fixedly connected of bolted end-plate for blocking channel-section steel along the corner space；
Further, the connecting portion of the adjacent end-blocking channel-section steel is additionally provided with corner fasteners；
Further, the corner fasteners include being respectively arranged at the reinforcing plate I and reinforcing plate II of angle steel both sides back,
For screw rod is fixedly connected between the reinforcing plate I and reinforcing plate II；
Further, the reinforcing plate I and reinforcing plate II are that the A-frame for being formed is welded by steel plate；
Further, the A-frame section is isosceles triangle；
Further, side plate of the long side plate of the A-frame respectively with angle steel and end-blocking channel-section steel is fixedly connected；
Further, the rigid align member is along the equidistantly longitudinally disposed pre- doweling of the outer gusset of rigid side mould.
The beneficial effects of the utility model：A kind of buttress template support system of shock isolating pedestal of the present utility model, will prop up
Support structure unites two into one with template, using template with it is support integrated, can serve as template, and can be used as the support for having certain rigidity
Structure, template forming effect is good, the lateral rigidity enhancing of template, effectively reduces the material cost of supporting construction, can be more accurate
The perpendicularity of ground control member, simplifies constructing operation difficulty, can efficiently reduce issuable spillage quality at formwork edge joint
The generation of problem, improves efficiency of construction and construction quality.
Brief description of the drawings
The utility model is further described with reference to the accompanying drawings and examples：
Fig. 1 is structural representation of the present utility model.
Specific embodiment
Fig. 1 is structural representation of the present utility model, as shown in the figure：A kind of buttress template of the shock isolating pedestal of the present embodiment
Support system, including it is arranged at the rigid in mould 1 and rigidity fixed to positioning for level of buttress gusset with detachable
The rigid align member 2 of mould；Rigid side mould 1 is circumferentially disposed along buttress, and rigid side mould 1 also serves as supporting construction both as template,
The lateral rigidity of support is enhanced, rigid align member 2 is used to, to the rigid horizontal location of side mould 1 in construction, limit rigid mould
Plate plays a part of spacing fixation in the horizontal direction free degree, beneficial to the structural strength that efficiency of construction and template are molded is improved, just
Property align member 2 simultaneously also function to strengthen buttress structural strength effect.
In the present embodiment, assembling reinforcement is built concrete and takes shape in one with buttress after pouring in the rigid side mould 1；Rigid side mould
After 1 fixes, assembling reinforcement 3 forms the cage after-pouring concrete of reinforcing bar 3, concrete formation in the template that rigid side mould 1 is formed
Form removal afterwards；Reduce the difficulty of construction that conventional supporting construction and connector bring when mounted；Simplify conventional house every
Shake bearing construction technology, and the perpendicularity of component can be precisely controlled.
In the present embodiment, the rigid side mould 1 is the end-blocking channel-section steel that axial two ends set end plate；End plate is arranged on channel-section steel
Two ends block to channel-section steel；Corner space is formed between the end plate of adjacent end-blocking channel-section steel；The corner space is by adjacent end-blocking
End plate is formed as side plate；The angle steel 4 being fixedly connected with the bolted end-plate of end-blocking channel-section steel is set along the corner space；Angle steel 4
Biside plate be fixedly connected with the side plate bolt of two end plates respectively, the end for realizing channel-section steel by angle steel 4 is fixedly connected to form square
Shape template forms the buttress for shock isolating pedestal for casting concrete, is fixedly connected using angle steel 4 at four angles of template, can
The generation of issuable spillage quality problems at formwork edge joint is effectively reduced, and component can be precisely controlled
Perpendicularity, while ensureing that template connects the forming effect in corner, it is ensured that construction quality.
In the present embodiment, the connecting portion of the adjacent end-blocking channel-section steel is additionally provided with corner fasteners；Corner fasteners are used for
Being fixedly connected for channel-section steel is strengthened, the structural strength of whole template is improved, the density of concreting is submitted to, it is ensured that branch
The construction quality of pier.
In the present embodiment, the corner fasteners include being respectively arranged at the reinforcing plate I of the both sides back of angle steel 4 and strengthen
Plate II, for screw rod 7 is fixedly connected between the reinforcing plate I 5 and reinforcing plate II 6；Screw rod 7 is by stretching reinforcing plate I 5 and reinforcing plate
The adjacent end-blocking channel-section steel connecting portion tightness of II 6 enhancings, strengthens the structural strength and stability of the connecting portion of adjacent end-blocking channel-section steel, rises
To the effect for keeping template support system form firm.
In the present embodiment, the reinforcing plate I 5 and reinforcing plate II 6 are that the A-frame for being formed is welded by steel plate；Triangle branch
Frame is welded by two blocks of equal leg angles 4 and one block of steel plate, forms triangular shaped, and on two blocks of equal leg angles 4 and steel plate
Drilling, to facilitate the installation of follow-up screw rod 7 and supporting nut.
In the present embodiment, the A-frame section is isosceles triangle；Structural strength is high, and the stability of fastening is stronger,
Also allow for installing and fix.
In the present embodiment, the side plate of the long side plate of the A-frame respectively with angle steel 4 and end-blocking channel-section steel is fixedly connected；
The coefficient of stability is higher.
In the present embodiment, the rigid align member 2 is pre-buried to be inserted along the outer gusset of rigid side mould 1 is equidistantly longitudinally disposed
Muscle, the template system for being used for buttress using joint bar is positioned.
Finally illustrate, above example is only used to illustrate the technical solution of the utility model and unrestricted, although ginseng
The utility model has been described in detail according to preferred embodiment, it will be understood by those within the art that, can be to this
The technical scheme of utility model is modified or equivalent, without deviating from the objective and model of technical solutions of the utility model
Enclose, it all should cover in the middle of right of the present utility model.
Claims (9)
1. the buttress template support system of a kind of shock isolating pedestal, it is characterised in that：Including being arranged at buttress gusset with detachable
The rigid mould in mould and rigidity fixed to positioning for level rigid align member.
2. the buttress template support system of a kind of shock isolating pedestal according to claim 1, it is characterised in that：In rigid side mould
Interior assembling reinforcement is built concrete and takes shape in one with buttress after pouring.
3. the buttress template support system of a kind of shock isolating pedestal according to claim 1, it is characterised in that：The rigid side
Mould is the end-blocking channel-section steel that axial two ends set end plate, corner space is formed between the end plate of adjacent end-blocking channel-section steel, along the corner
Space sets the angle steel being fixedly connected with the bolted end-plate of end-blocking channel-section steel.
4. the buttress template support system of a kind of shock isolating pedestal according to claim 3, it is characterised in that：The adjacent envelope
The connecting portion of end slot steel is additionally provided with corner fasteners.
5. the buttress template support system of a kind of shock isolating pedestal according to claim 4, it is characterised in that：The corner is tight
Firmware includes being respectively arranged at the reinforcing plate I and reinforcing plate II of angle steel both sides back, between the reinforcing plate I and reinforcing plate II
For screw rod is fixedly connected.
6. the buttress template support system of a kind of shock isolating pedestal according to claim 5, it is characterised in that：The reinforcing plate
I and reinforcing plate II be that the A-frame for being formed is welded by steel plate.
7. the buttress template support system of a kind of shock isolating pedestal according to claim 6, it is characterised in that：The triangle branch
Frame section is isosceles triangle.
8. the buttress template support system of a kind of shock isolating pedestal according to claim 7, it is characterised in that：The triangle branch
Side plate of the long side plate of frame respectively with angle steel and end-blocking channel-section steel is fixedly connected.
9. the buttress template support system of a kind of shock isolating pedestal according to claim 1, it is characterised in that：The rigidity is determined
Position component is along the equidistantly longitudinally disposed pre- doweling of the outer gusset of rigid side mould.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621389028.XU CN206267522U (en) | 2016-12-16 | 2016-12-16 | The buttress template support system of shock isolating pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621389028.XU CN206267522U (en) | 2016-12-16 | 2016-12-16 | The buttress template support system of shock isolating pedestal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206267522U true CN206267522U (en) | 2017-06-20 |
Family
ID=59045991
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621389028.XU Expired - Fee Related CN206267522U (en) | 2016-12-16 | 2016-12-16 | The buttress template support system of shock isolating pedestal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206267522U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306814A (en) * | 2019-07-01 | 2019-10-08 | 扬州工业职业技术学院 | A kind of shock isolating pedestal installation locating rack |
| CN110439273A (en) * | 2019-08-13 | 2019-11-12 | 河北工业大学 | A kind of mold and installation method of telescopic production slope monitoring clump pedestal |
| CN111395757A (en) * | 2020-03-26 | 2020-07-10 | 苏州琦少工程科技有限公司 | Dismantle convenient template for construction |
-
2016
- 2016-12-16 CN CN201621389028.XU patent/CN206267522U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306814A (en) * | 2019-07-01 | 2019-10-08 | 扬州工业职业技术学院 | A kind of shock isolating pedestal installation locating rack |
| CN110439273A (en) * | 2019-08-13 | 2019-11-12 | 河北工业大学 | A kind of mold and installation method of telescopic production slope monitoring clump pedestal |
| CN110439273B (en) * | 2019-08-13 | 2021-07-20 | 河北工业大学 | Telescopic mold for manufacturing side slope monitoring cement pier base and installation method |
| CN111395757A (en) * | 2020-03-26 | 2020-07-10 | 苏州琦少工程科技有限公司 | Dismantle convenient template for construction |
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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: 20170620 Termination date: 20181216 |