CN205976503U - Vertical concrete structure's template lacing device - Google Patents

Vertical concrete structure's template lacing device Download PDF

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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
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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
Application number
CN201620963527.9U
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Chinese (zh)
Inventor
郗锦乐
王宁
杨宇
任福海
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
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Priority to CN201620963527.9U priority Critical patent/CN205976503U/en
Application granted granted Critical
Publication of CN205976503U publication Critical patent/CN205976503U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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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

The template drawknot device of vertical xoncrete structure
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.
CN201620963527.9U 2016-08-26 2016-08-26 Vertical concrete structure's template lacing device Expired - Fee Related CN205976503U (en)

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
CN205976503U true CN205976503U (en) 2017-02-22

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Cited By (2)

* Cited by examiner, † Cited by third party
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

Cited By (3)

* Cited by examiner, † Cited by third party
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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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