CN205976503U - Vertical concrete structure's template lacing device - Google Patents
Vertical concrete structure's template lacing device Download PDFInfo
- Publication number
- CN205976503U CN205976503U CN201620963527.9U CN201620963527U CN205976503U CN 205976503 U CN205976503 U CN 205976503U CN 201620963527 U CN201620963527 U CN 201620963527U CN 205976503 U CN205976503 U CN 205976503U
- Authority
- CN
- China
- Prior art keywords
- template
- vertical
- xoncrete structure
- screw rod
- drawknot device
- 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
Links
- 239000000835 fiber Substances 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000009415 formwork Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract description 3
- 239000007788 liquid Substances 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000009955 starching Methods 0.000 abstract 1
- 230000007306 turnover Effects 0.000 abstract 1
- 230000007547 defect Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000004927 clay Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004540 pour-on Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to a vertical concrete structure's template lacing device, include: pre -buried stock, corresponding to template bottom, bury underground in the vertical concrete structure who pours the completion, pre -buried stock one end is equipped with the mantle fiber mouth, draw the screw rod outward, prop up and locate template bottom and spiral shell fit the mantle fiber mouth, and the bottom sprag structure, install in draw on the screw rod outward and support lean on in the outside of template. The utility model discloses convenient operation, simple manufacture, the less investment, it is efficient, draw the screw rod to come the support as the bottom template outside utilizing, avoid the outer wall to connect stubble department's unevenness and run the appearance of starching, leaking quality common faults such as thick liquid, hole, erect the work and the time of bottom support in the time of can also reducing the formwork, reduce the input of turnover material moreover, the reduction project cost.
Description
Technical field
This utility model is related to the realm of building construction and in particular to a kind of template drawknot device of vertical xoncrete structure.
Background technology
The vertical structures such as shear wall, post typically using layering stacking construction casting, easily occur outside in work progress
Stubble is connect uneven, main cause is not align between upper and lower two-layer in concreting process, or upper strata at shear wall layering
Swollen mould thus leading to concrete in joint part out-of-flatness in template bottom, the mass defects such as spillage, running pulp, and impact uses
Function and impression quality are poor.
Utility model content
The purpose of this utility model is to overcome the defect of prior art, prevents from, when pouring vertical xoncrete structure, mixing
The interface that solidifying soil pours joint part is uneven.
The technical scheme realizing above-mentioned purpose is:A kind of template drawknot device of vertical xoncrete structure is provided, including:
Embedded anchor bar, corresponding to template bottom, is embedded in and pours in the vertical xoncrete structure completing, described pre-buried anchor
One end of the close described template of bar is provided with mantle fiber mouth;
Draw screw rod outward, prop up located at described template bottom and be screwed together in described mantle fiber mouth;And
Lower support structure, is installed on and draws on screw rod and be resisted against the outside of described template outside described.
The beneficial effect of the template drawknot device of the vertical xoncrete structure of this utility model:
This utility model is easy to operate, makes simple, less investment, efficiency high, is used as bottom template using drawing outward screw rod
Support, it is to avoid the appearance of exterior wall joint part out-of-flatness and the common quality defect such as running pulp, spillage, hole, when can also reduce formwork
Set up work and the time of bottom support bracket, and reduce the input of circulation material, reduce project cost.
Further improvement is that, on described embedded anchor bar of the template drawknot device of the vertical xoncrete structure of this utility model
It is provided with reinforcing built-in fitting.
Further improvement is that of the template drawknot device of the vertical xoncrete structure of this utility model, described reinforcing built-in fitting
For reinforcing pre-buried bar, between the described pre-buried bar of reinforcing and described embedded anchor bar, form a pre-buried angle.
Further improvement is that of the template drawknot device of the vertical xoncrete structure of this utility model, described bottom supports knot
Structure include being arranged in described outer draw screw rod and be resisted against chevron card outside described template, and be screwed together in and described outer draw screw rod simultaneously
It is resisted against the securing member outside described chevron card.
Further improvement is that of the template drawknot device of the vertical xoncrete structure of this utility model, described securing member is spiral shell
Female.
Further improvement is that of the template drawknot device of the vertical xoncrete structure of this utility model, described chevron card interior
It is provided with double steel pipe between the outside of side and described template.
Further improvement is that of the template drawknot device of the vertical xoncrete structure of this utility model, also includes being sheathed on institute
State outside mantle fiber mouth and be resisted against the mud anti-overflow cover inside described template.
Further improvement is that of the template drawknot device of the vertical xoncrete structure of this utility model, described mud anti-overflow cover
For hemispherical sleeve pipe, the plane side of described hemispherical sleeve pipe is resisted against the inner side of described template.
Further improvement is that of the template drawknot device of the vertical xoncrete structure of this utility model, described mud anti-overflow cover
For frustum anti-overflow cover, the bottom surface side of described frustum anti-overflow cover is resisted against inside described template.
Brief description
Fig. 1 is the structural representation of the template drawknot device of the vertical xoncrete structure of this utility model.
Fig. 2 is the first enforcement state diagram of the template drawknot device of the vertical xoncrete structure of this utility model.
Fig. 3 is that the second of the template drawknot device of the vertical xoncrete structure of this utility model implements state diagram.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Refer to Fig. 1, Fig. 2 and Fig. 3, Fig. 1 shows the template drawknot device of the vertical xoncrete structure of this utility model
Structural representation;Fig. 2 shows the first enforcement state diagram of the template drawknot device of the vertical xoncrete structure of this utility model;
Fig. 3 shows that the second of the template drawknot device of the vertical xoncrete structure of this utility model implements state diagram.
This utility model be intended to be arranged on pour on the vertical xoncrete structure 2 completing do not pour vertically mix
Xtah Crude Clay structure template 1 carries out drawknot, provides a kind of template drawknot device of vertical xoncrete structure for this this utility model, bag
Include:It is embedded in the embedded anchor bar 3 pouring in the vertical xoncrete structure 2 completing, draw outward screw rod 4 and lower support structure.
Below by way of preferred embodiment, said modules are described in detail:
So that the template 2 of the non-pouring structure in upper strata is installed on pouring the vertical xoncrete structure 1 completing as a example.Pouring
Build in the vertical xoncrete structure 1 completing and be embedded with embedded anchor bar 3, in order to strengthen the pre-buried intensity of this embedded anchor bar 3 further,
Reinforcing built-in fitting 6 is provided with this embedded anchor bar 3, in the present embodiment, reinforcing built-in fitting 6 is to reinforce pre-buried bar.This reinforcing is pre-
Bury and form a pre-buried angle between bar 6 and embedded anchor bar 3 it is preferable that this pre-buried angle is 90 °.
Embedded anchor bar 3, is embedded in and pours in the vertical xoncrete structure 2 completing, and position corresponds to template 1 bottom,
Embedded anchor bar 3 one end is provided with mantle fiber mouth.
Template 1 bottom installs be screwed together in that mantle fiber mouth and embedded anchor bar 3 use cooperatively outer and draws screw rod 4.Preferably, outward
Screw rod 4 is drawn to be high-strength bolt.This is outer to draw 4 modes located at template 1 bottom of screw rod to be:
Template 1 bottom is provided with perforation, draws outward screw rod 4 to be arranged in described perforation;
Screw rod 4 is drawn outward to be resisted against the bottom of template 1;
The bottom of template 1 is provided with breach, draws outward screw rod 4 to be arranged in this breach.
In order to coordinate outer draw screw rod 4 to be supported drawknot to the outside of template 1, draw outside and on screw rod 4, bottom be installed and prop up
Support structure, this lower support structure is resisted against the outside of template 1.
As shown in Fig. 2 lower support structure includes being sheathed on the outer chevron card 51 drawing screw rod 4 and being resisted against template 1 outside,
And it is screwed together in the outer securing member 52 drawing screw rod 4 and being resisted against chevron card 51 outside.Tight to chevron card 51 by securing member 52
Gu to facilitate chevron card 51 to the support of template 1 and drawknot.Preferably, securing member 52 is nut or sets threaded cross
Card.
As shown in figure 3, in order to more coordinate chevron card 51 own form feature, the inner side of chevron card 51 is outer with template 1
It is provided with double steel pipe 53 between side.Chevron card 51 is resisted against double steel pipe 53 thus being supported and drawknot to template 1.
In order to prevent mud excessive, this utility model also includes being sheathed on outside mantle fiber mouth and be resisted against template 1 inner side
Mud anti-overflow cover 7.Being shaped as of mud anti-overflow cover 7:First, hemispherical sleeve pipe, the plane side of hemispherical sleeve pipe is resisted against template 1
Inner side;2nd, frustum anti-overflow cover, the bottom surface side of frustum anti-overflow cover is resisted against inside template 1.
, this utility model vertically mixes taking the vertical xoncrete structure having poured and the vertical xoncrete structure not poured as a example
The using method of the template drawknot device of Xtah Crude Clay structure is:
Embedded anchor bar 3 is set in the vertical xoncrete structure having poured, mud anti-overflow cover 7 is vertical against do not pour
The template 1 of xoncrete structure, perforate in template 1, it is directed at mantle fiber mouth, then plug and draw screw rod 4 outward;Draw outside and set on screw rod 4
Put chevron card 51 and nut 52, with external force equipment (spanner) clamp nut 52 to facilitate chevron card 51 to the support of template 1 and to draw
Knot.
The having the beneficial effect that of this utility model concrete wall template drawknot device:
This utility model is easy to operate, makes simple, less investment, efficiency high, is used as bottom template using drawing outward screw rod
Support, it is to avoid the appearance of exterior wall joint part out-of-flatness and the common quality defect such as running pulp, spillage, hole, when can also reduce formwork
Set up work and the time of bottom support bracket, and reduce the input of circulation material, reduce project cost.
Above in association with accompanying drawing embodiment, this utility model is described in detail, those skilled in the art can root
According to described above, this utility model is made with many variations example.Thus, some details in embodiment should not be constituted to this practicality
New restriction, this utility model is by the scope being defined using appended claims as protection domain of the present utility model.
Claims (9)
1. a kind of template drawknot device of vertical xoncrete structure is it is characterised in that include:
Embedded anchor bar, corresponding to template bottom, is embedded in and pours in the vertical xoncrete structure completing, described embedded anchor bar
One end near described template is provided with mantle fiber mouth;
Draw screw rod outward, prop up located at described template bottom and be screwed together in described mantle fiber mouth;And
Lower support structure, is installed on and draws on screw rod and be resisted against the outside of described template outside described.
2. vertical xoncrete structure according to claim 1 template drawknot device it is characterised in that:Described embedded anchor bar
It is provided with reinforcing built-in fitting.
3. vertical xoncrete structure according to claim 2 template drawknot device it is characterised in that:Described reinforcing is pre-buried
Part is to reinforce pre-buried bar, forms a pre-buried angle between the described pre-buried bar of reinforcing and described embedded anchor bar.
4. vertical xoncrete structure according to claim 1 template drawknot device it is characterised in that:Described bottom supports
Structure include being sheathed on described outer draw screw rod and be resisted against chevron card outside described template, and be screwed together in and described outer draw screw rod
And it is resisted against the securing member outside described chevron card.
5. vertical xoncrete structure according to claim 4 template drawknot device it is characterised in that:Described securing member is
Nut.
6. vertical xoncrete structure according to claim 4 template drawknot device it is characterised in that:Described chevron card
It is provided with double steel pipe between inner side and the outside of described template.
7. vertical xoncrete structure according to claim 1 template drawknot device it is characterised in that:Also include being sheathed on
Outside described mantle fiber mouth and be resisted against the mud anti-overflow cover inside described template.
8. vertical xoncrete structure according to claim 7 template drawknot device it is characterised in that:Described mud is anti-overflow
Cover for hemispherical sleeve pipe, the plane side of described hemispherical sleeve pipe is resisted against the inner side of described template.
9. vertical xoncrete structure according to claim 7 template drawknot device it is characterised in that:Described mud is anti-overflow
Cover for frustum anti-overflow cover, the bottom surface side of described frustum anti-overflow cover is resisted against inside described template.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620963527.9U CN205976503U (en) | 2016-08-26 | 2016-08-26 | Vertical concrete structure's template lacing device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620963527.9U CN205976503U (en) | 2016-08-26 | 2016-08-26 | Vertical concrete structure's template lacing device |
Publications (1)
Publication Number | Publication Date |
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CN205976503U true CN205976503U (en) | 2017-02-22 |
Family
ID=58038233
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201620963527.9U Expired - Fee Related CN205976503U (en) | 2016-08-26 | 2016-08-26 | Vertical concrete structure's template lacing device |
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CN (1) | CN205976503U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107724676A (en) * | 2017-10-12 | 2018-02-23 | 江苏双楼建设集团有限公司 | A kind of reusable folder bottom fastening bolt |
CN112942884A (en) * | 2021-02-02 | 2021-06-11 | 广州市恒鼎建设工程有限公司 | Reinforcement construction process for enlarging cross section of column steel-clad component |
-
2016
- 2016-08-26 CN CN201620963527.9U patent/CN205976503U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107724676A (en) * | 2017-10-12 | 2018-02-23 | 江苏双楼建设集团有限公司 | A kind of reusable folder bottom fastening bolt |
CN112942884A (en) * | 2021-02-02 | 2021-06-11 | 广州市恒鼎建设工程有限公司 | Reinforcement construction process for enlarging cross section of column steel-clad component |
CN112942884B (en) * | 2021-02-02 | 2022-11-04 | 广州市恒鼎建设工程有限公司 | Reinforcement construction process for enlarging cross section of column steel-clad component |
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Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 |
|
CF01 | Termination of patent right due to non-payment of annual fee |