CN209742372U - Template structure of independent column at deformation joint - Google Patents
Template structure of independent column at deformation joint Download PDFInfo
- Publication number
- CN209742372U CN209742372U CN201822243577.1U CN201822243577U CN209742372U CN 209742372 U CN209742372 U CN 209742372U CN 201822243577 U CN201822243577 U CN 201822243577U CN 209742372 U CN209742372 U CN 209742372U
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- China
- Prior art keywords
- framework
- stupefied
- deformation joint
- column
- main
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- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 238000009415 formwork Methods 0.000 claims description 12
- 239000011120 plywood Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 230000002349 favourable effect Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract description 2
- 238000001125 extrusion Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a template structure of movement joint department stand column, it includes template, main stupefied, the side is stupefied, support piece and to the stay bolt, the framework of rectangle is enclosed into to the template, the lateral surface that the framework is close to the established cylinder transversely is provided with support piece, it is stupefied that the other three lateral surface of framework vertically is provided with owner, it keeps away from to main stupefied one side of framework transversely is provided with inferior stupefied, relative inferior stupefied and support piece between all be provided with to the stay bolt, be located to the stay bolt outside the framework. The utility model discloses the support piece that adopts horizontal setting in the movement joint side of framework consolidates to through setting up in the framework outside to the stay bolt with inferior stupefied taut, do not pass the pouring wall body to the stay bolt, it is convenient during installation and dismantlement, and through the stupefied crisscross reinforcement setting with inferior stupefied of main, be favorable to preventing that the template from producing deformation because of the side stress is too big, thereby solve the wrong platform, rise the mould and explode quality problems such as mould.
Description
Technical Field
the utility model relates to a mould shell field is pour to the wall body, especially relates to a template structure of movement joint department stand.
Background
The deformation joint is a general name of an expansion joint, a settlement joint and a shockproof joint, a building can be deformed under the action of external factors to cause cracking and even damage, and the deformation joint is a reserved structural joint aiming at the condition. The expansion joint is used for responding to expansion and contraction deformation of building components caused by changes of temperature, humidity and the like. The shockproof joints can divide a large building into smaller parts to form relatively independent shockproof units, and damage caused by inconsistent overall shock of the building due to earthquakes is avoided. The settlement joint refers to a building structure joint which is provided for preventing the wall body or other structural parts from cracking due to uneven settlement when the same building has great difference in height and low phase and the upper load is unevenly distributed or is built on different foundation soil.
The movement joint between general building structure is comparatively narrow, and the movement joint intussuseption extrusion molding heated board realizes that the structure is kept apart, perhaps the template adopts steel pipe, screw rod and wood wedge to consolidate. Because the side pressure is great when the post concreting, materials such as extrusion molding heated board and template produce the deformation because of the extrusion easily, lead to concrete placement to appear the wrong platform after accomplishing, rise mould and explode the mould scheduling problem, and current reinforcement mode is difficult to install, demolishs the difficulty after pouring.
Therefore, the prior art is in need of improvement.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the technical problem that will solve lies in the wrong platform that how to solve the deformation joint department wall post and produce when pouring, rises mould and explode quality problems such as mould.
The utility model provides a technical scheme that above-mentioned technical problem adopted is:
The template structure of the independent column at the deformation joint comprises templates, main ridges, side ridges, supporting pieces and split bolts, wherein the templates form a rectangular framework, the supporting pieces are transversely arranged on the outer side faces, close to the constructed column body, of the framework, the main ridges are longitudinally arranged on the other three outer side faces of the framework, the sub ridges are transversely arranged on one sides, far away from the framework, of the main ridges, the split bolts are arranged between the opposite sub ridges and the supporting pieces, and the split bolts are located outside the framework.
In a preferred embodiment, the secondary edge is a first channel.
In a preferred embodiment, one end of the split bolt is clamped between two first channel steels with openings far away from each other.
In a preferred embodiment, the first channel is a 12.6 channel.
In a preferred embodiment, the supporting member is a square tube, and one end of the split bolt far away from the secondary edge is clamped and fixed between two adjacent square tubes.
In a preferred embodiment, the supporting member is a second channel steel, and a second square timber is further inserted into the second channel steel.
In a preferred embodiment, the main ribs are first square timbers, and the first square timbers are uniformly distributed on the outer side surface of the frame body.
In a preferred embodiment, the formwork is plywood 18mm thick.
The utility model has the advantages that:
The utility model discloses the support piece that adopts horizontal setting in the movement joint side of framework consolidates to through setting up in the framework outside to the stay bolt with inferior stupefied taut, do not pass the pouring wall body to the stay bolt, it is convenient during installation and dismantlement, and through the stupefied crisscross reinforcement setting with inferior stupefied of main, be favorable to preventing that the template from producing deformation because of the side stress is too big, thereby solve the wrong platform, rise the mould and explode quality problems such as mould.
Drawings
The present invention will be further explained with reference to the drawings and examples.
FIG. 1 is a top view of a form structure of a single post at a deformation joint in accordance with an embodiment of the present invention;
FIG. 2 is a left side view of the form construction of the single-piece column at the deformation joint in accordance with one embodiment of the present invention;
FIG. 3 is a front view of a form construction of a single post at a deformation joint in accordance with an embodiment of the present invention;
Fig. 4 is a view showing the form structure of the independent column at the deformation joint according to the present invention.
Detailed Description
The conception, specific structure and technical effects of the present invention will be described clearly and completely with reference to the accompanying drawings and embodiments, so as to fully understand the objects, aspects and effects of the present invention. It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict.
It should be noted that, unless otherwise specified, when a feature is referred to as being "fixed" or "connected" to another feature, it may be directly fixed or connected to the other feature or indirectly fixed or connected to the other feature. Furthermore, the description of the upper, lower, left, right, etc. used in the present invention is only relative to the mutual positional relationship of the components of the present invention in the drawings.
furthermore, unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art. The terminology used in the description herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any combination of one or more of the associated listed items.
referring to fig. 1 to 4, fig. 1 is a plan view of the template structure of the deformation joint department independent column of an embodiment of the present invention, fig. 2 is a left side view of the template structure of the deformation joint department independent column of an embodiment of the present invention, fig. 3 is a front view of the template structure of the deformation joint department independent column of an embodiment of the present invention, fig. 4 is an a-direction view of the template structure of the deformation joint department independent column of the present invention.
The formwork structure of the independent column at the deformation joint comprises a counter-pulling screw rod 1, secondary ridges 2, a main ridge 3, formworks 4, supporting pieces 5 and nuts 6, wherein the four formworks 4 are butted end to form a rectangular frame body, the frame body is hollow and can be poured with concrete for pouring, a deformation joint 7 is arranged between the frame body and the built wall column, the supporting pieces 5 are transversely arranged on the outer side surfaces of the frame body close to the built wall column, the main ridges 3 are longitudinally arranged on the other three outer side surfaces of the frame body, the secondary ridges 2 are transversely arranged on the outer side of the main ridge 3, and the opposite secondary ridges 2 and the supporting pieces 5 are tensioned and fixed through the counter-pulling screw rod 1 and the nuts 6.
in this embodiment, main stupefied 3 is first square timber, and inferior stupefied is first channel-section steel, and first square timber evenly distributed is on the three lateral surface of framework, and the centre gripping is between the first channel-section steel that two openings kept away from each other to drawing screw 1 to lock through nut 6 and gasket. The support 5 is a square tube, and similarly, the split screw 1 is clamped between the two square tubes.
When pouring the single-column of 1 meter long, 1 meter wide, 3 meters high, 3 meters long import square timbers can be selected to first square timber, and 12.6 channel-section steels are selected to first channel-section steel, and the plywood behind 18mm can be selected for use to template 4.
In another embodiment, the second channel steel can be selected for the support member 5, at this time, the side of the second channel steel, which is not opened, can be abutted against the frame body, the counter-pull screw rod 1 is clamped between the two second channel steels, the second channel steel is inserted into a section of area close to the counter-pull screw rod 1, and the second square wood is beneficial to uniformly transmitting force to the gasket of the counter-pull screw rod 1.
While the preferred embodiments of the present invention have been described, the present invention is not limited to the embodiments, and those skilled in the art can make various equivalent modifications or substitutions without departing from the spirit of the present invention, and such equivalent modifications or substitutions are intended to be included within the scope of the present invention as defined by the appended claims.
Claims (8)
1. the template structure of the independent column at the deformation joint is characterized by comprising templates, main ridges, side ridges, supporting pieces and split bolts, wherein the templates form a rectangular framework, the supporting pieces are transversely arranged on the outer side faces, close to the constructed column body, of the framework, the main ridges are longitudinally arranged on the other three outer side faces of the framework, the secondary ridges are transversely arranged on one sides, far away from the framework, of the main ridges, the split bolts are arranged between the opposite secondary ridges and the supporting pieces, and the split bolts are located outside the framework.
2. The formwork structure of a stand column at a deformation joint according to claim 1, wherein the secondary ridge is a first channel steel.
3. The formwork structure of a stand column at a deformation joint according to claim 2, wherein one end of the split bolt is clamped between two first channel steels with openings far away from each other.
4. The formwork structure of a stand column at a deformation joint according to claim 2, wherein the first channel steel is a channel steel number 12.6.
5. The formwork structure of a single-column at a deformation joint according to claim 1, wherein the supporting piece is a square tube, and one end of the split bolt, which is far away from the secondary edge, is clamped and fixed between two adjacent square tubes.
6. The formwork structure of a stand column at a deformation joint as claimed in claim 1, wherein the supporting member is a second channel steel, and a second square timber is further inserted into the second channel steel.
7. The formwork structure of a stand column at a deformation joint according to claim 1, wherein the main ridge is a first square timber, and a plurality of the first square timber are uniformly distributed on the outer side surface of the frame body.
8. A formwork structure for a separate column at a deformation joint according to claim 1, wherein the formwork is plywood 18mm thick.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822243577.1U CN209742372U (en) | 2018-12-28 | 2018-12-28 | Template structure of independent column at deformation joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822243577.1U CN209742372U (en) | 2018-12-28 | 2018-12-28 | Template structure of independent column at deformation joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209742372U true CN209742372U (en) | 2019-12-06 |
Family
ID=68704426
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822243577.1U Expired - Fee Related CN209742372U (en) | 2018-12-28 | 2018-12-28 | Template structure of independent column at deformation joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209742372U (en) |
-
2018
- 2018-12-28 CN CN201822243577.1U patent/CN209742372U/en not_active Expired - Fee Related
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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: 20191206 |