CN220203399U - Retractable constructional column template - Google Patents

Retractable constructional column template Download PDF

Info

Publication number
CN220203399U
CN220203399U CN202321712849.2U CN202321712849U CN220203399U CN 220203399 U CN220203399 U CN 220203399U CN 202321712849 U CN202321712849 U CN 202321712849U CN 220203399 U CN220203399 U CN 220203399U
Authority
CN
China
Prior art keywords
template
movable
constructional column
movable template
telescoping
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.)
Active
Application number
CN202321712849.2U
Other languages
Chinese (zh)
Inventor
胡小琲
陈肖楷
刘瑨
易虎
尹文忠
杨泽槟
谢海啸
麦汝开
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangzhou Building Development & Construction Co ltd
Original Assignee
Guangzhou Building Development & Construction 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
Publication date
Application filed by Guangzhou Building Development & Construction Co ltd filed Critical Guangzhou Building Development & Construction Co ltd
Priority to CN202321712849.2U priority Critical patent/CN220203399U/en
Application granted granted Critical
Publication of CN220203399U publication Critical patent/CN220203399U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model provides a retractable constructional column template, which comprises: an intermediate template; the first movable template is sleeved with one end of the middle template; the second movable template is sleeved with the other end of the middle template; the locking mechanism is arranged on the middle template, the first movable template and the second movable template. According to the height of constructional column, adjust locking mechanism, adjust first movable mould board and second movable mould board along the intermediate form, make constructional column template adjust in 2.5m-4m, through stagnant water bolt and nut to the intermediate form after adjusting, first movable mould board and second movable mould board lock, by pole setting horizontal pole fixed stay, stagnant water bolt and nut installation are stable, easy operation, but cyclic utilization, energy-concerving and environment-protective, but wide application in construction of constructional engineering wall body constructional column.

Description

Retractable constructional column template
Technical Field
The utility model belongs to the technical field of constructional engineering, and particularly relates to a telescopic constructional column template.
Background
In construction engineering construction, a large amount of plate members are consumed for construction of constructional columns after wall construction, and at present, the construction and pouring of the constructional columns are usually carried out by adopting a wood template to carry, cut and erect manually and stabilize in the market. The construction column in a large public building is large in setting engineering quantity, the template material is often required to be specially installed, the consumption is large, the installation time is long, the service period is long, the efficiency is low, and time and labor are wasted.
Disclosure of Invention
In order to overcome the defects of the prior art, the utility model provides a telescopic constructional column template, which aims to solve the problems of large construction amount and long installation time of constructional columns in the prior art.
One embodiment of the present utility model provides a retractable constructional column template comprising:
an intermediate template;
the first movable template is sleeved with one end of the middle template;
the second movable template is sleeved with the other end of the middle template;
the locking mechanism is arranged on the middle template, the first movable template and the second movable template and used for locking and limiting the middle template, the first movable template and the second movable template.
In one embodiment, the locking mechanism includes:
the cross bars are respectively arranged on the middle template, the first movable template and the second movable template;
the upright posts are sleeved with the cross bars;
and the anchoring assembly is arranged between the two opposite transverse rods and used for locking the middle template, the first movable template and the second movable template.
In one embodiment, the crossbars of the middle template, the first movable template and the second movable template are positioned on the same horizontal line.
In one embodiment, a first distance is formed between the uprights on the second movable mould plate, and the first distance is larger than the width of the uprights on the first movable mould plate.
In one embodiment, the anchor assembly comprises:
the water stop screw is arranged between the two opposite cross bars;
and the screw caps are screwed and connected to the two ends of the water stop screw rod.
In one embodiment, a second interval is formed between the upright rods on the first movable template, and the second interval is larger than the diameter of the water stop screw rod and smaller than the outer diameter of the screw cap.
In one embodiment, the cross bar is provided with a through hole for the upright rod to move.
In one embodiment, two sides of the middle template are provided with edge rolling clamping rails, and the first movable template and the second movable template are sleeved with the middle template along the edge rolling clamping rails.
In one embodiment, the cross section of the curled clamping rail is in a C-shaped structure.
In one embodiment, holes are reserved on the middle template, the first movable template and the second movable template.
The constructional column template provided by the embodiment has the following beneficial effects:
according to the height of constructional column, adjust locking mechanism, adjust first movable mould board and second movable mould board along the intermediate form, make constructional column template adjust in 2.5m-4m, through stagnant water bolt and nut to the intermediate form after adjusting, first movable mould board and second movable mould board lock, by pole setting horizontal pole fixed stay, stagnant water bolt and nut installation are stable, easy operation, but cyclic utilization, energy-concerving and environment-protective, but wide application in construction of constructional engineering wall body constructional column.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, and it is obvious that the drawings in the following description are only some embodiments of the present utility model, and other drawings may be obtained according to the structures shown in these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of a constructional column template as it is contracted;
FIG. 2 is a schematic front view of the constructional column of FIG. 1;
FIG. 3 is a schematic view of the front view of the constructional column template of FIG. 1 in an expanded configuration;
FIG. 4 is a schematic top view of the intermediate form of FIG. 1;
in the figure: 100. constructing a column template;
110. an intermediate template;
120. a first movable template;
130. a second movable template;
140. a locking mechanism; 141. a cross bar; 142. a vertical rod; 143. an anchor assembly; 1431. a water stop screw; 1432. a screw cap; 144. a first pitch; 145. a second pitch; 146. and (5) edge rolling clamping rails.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
It should be noted that, if a directional indication (such as up, down, left, right, front, and rear … …) is involved in the embodiment of the present utility model, the directional indication is merely used to explain the relative positional relationship, movement condition, etc. between the components in a specific posture, and if the specific posture is changed, the directional indication is correspondingly changed.
In addition, if there is a description of "first", "second", etc. in the embodiments of the present utility model, the description of "first", "second", etc. is for descriptive purposes only and is not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In addition, if "and/or" and/or "are used throughout, the meaning includes three parallel schemes, for example," a and/or B "including a scheme, or B scheme, or a scheme where a and B are satisfied simultaneously. In addition, the technical solutions of the embodiments may be combined with each other, but it is necessary to base that the technical solutions can be realized by those skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should be considered to be absent and not within the scope of protection claimed in the present utility model.
Referring to fig. 1-3, one embodiment of the present utility model provides a retractable constructional column template 100 comprising:
an intermediate die plate 110, a first movable die plate 120, and a second movable die plate 130;
the first movable mold plate 120 and the second movable mold plate 130 are movably coupled to both ends of the middle mold plate 110,
the size of the middle template 110 is 1.8 mm 5mm, the sizes of the first movable template 120 and the second movable template 130 are 1.2m 480mm 5mm, the middle template 110 is sleeved with the first movable template 120 and the second movable template 130, and the constructional columns with the heights of 2.5m-4m can be freely adjusted;
the locking mechanism 140 is installed on the middle mold plate 110, the first movable mold plate 120 and the second movable mold plate 130, and is used for locking and limiting the middle mold plate 110, the first movable mold plate 120 and the second movable mold plate 130.
The constructional column template 100 provided by the above embodiment has the following advantages: according to the height of the constructional column, the locking mechanism 140 is adjusted to adjust the first movable template 120 and the second movable template 130 along the middle template 110, so that the constructional column template 100 is adjusted within 2.5m-4m, and the adjusted middle template 110, the first movable template 120 and the second movable template 130 are locked through the locking mechanism 140, so that the operation is simple, the cyclic utilization is realized, the energy is saved, the environment is protected, and the method can be widely applied to construction of constructional engineering wall constructional columns;
it can be understood that when a higher constructional column is required to be constructed, only the middle formwork 110 needs to be sleeved again on the top end of the first movable formwork 120 and sequentially extends upwards, and the range of values of 2.5m-4m indicated in the embodiment is only the range of values of a combination of one middle formwork 110, one first movable formwork 120 and one second movable formwork 130.
Referring to fig. 1-3, in one embodiment, the locking mechanism 140 includes: a cross bar 141, a pole 142, and an anchor assembly 143;
the cross bars 141 are respectively arranged in the middle of the middle template 110, on one side of the first movable template 120 close to the top and on one side of the second movable template 130 close to the bottom, and the cross bars 141 on the middle template 110, the first movable template 120 and the second movable template 130 are positioned on the same horizontal line, and through holes for the upright rods 142 to move are formed in the cross bars 141;
the upright rod 142 is movably sleeved with the cross rod 141, the cross rod 141 moves along the upright rod 142, and the lengths of the middle template 110, the first movable template 120 and the second movable template 130 are adjusted;
the anchor assemblies 143 are installed between the opposite rails 141 for locking the middle mold plate 110, the first movable mold plate 120, and the second movable mold plate 130, and generally, the anchor assemblies 143 of the rails 141 of the first movable mold plate 120 and the second movable mold plate 130 are not adjusted, but only the anchor assemblies 143 of the rails 141 of the middle mold plate 110 are adjusted.
In the present embodiment, the upright 142 on the first movable mold plate 120 is installed between the cross bar 141 on the first movable mold plate 120 and the cross bar 141 on the intermediate mold plate 110, and the upright 142 on the first movable mold plate 120 is locked by the anchor assembly 143;
mounting the upright 142 on the second movable mold plate 130 between the cross bar 141 on the second movable mold plate 130 and the cross bar 141 on the middle mold plate 110, and locking the upright 142 on the second movable mold plate 130 by the anchor assembly 143;
when the constructional column template 100 needs to be telescopically adjusted, the anchor assembly 143 of the upright rod 142 on the middle template 110 is opened, and the lengths among the middle template 110, the first movable template 120 and the second movable template 130 are adjusted;
it can be appreciated that the cross bars 141 on the middle template 110, the first movable template 120 and the second movable template 130 are positioned on the same horizontal line, so that the connection between the upright bars 142 and the cross bars 141 is ensured to be positioned on the same horizontal line, and the movable connection between the cross bars 141 and the upright bars 142 is facilitated;
in general, when the upright rod 142 is mounted to the cross rod 141, after the anchor assemblies 143 on the cross rod 141 of the first movable mold plate 120 and the second movable mold plate 130 fix the positions of the upright rod 142, the expansion and contraction of the constructional column template 100 can be completed by adjusting the cross rod 141 and the upright rod 142 on the intermediate mold plate 110 without adjusting the length of the upright rod 142.
Referring to fig. 1-3, in one embodiment, the upright posts 142 on the second movable mold plate 130 are spaced apart, and a first space 144 is formed between the upright posts 142, wherein the first space 144 is greater than the width of the upright posts 142 on the first movable mold plate 120.
In this embodiment, since the first space 144 is larger than the width of the upright posts 142 disposed on the first movable mold plate 120, when the constructional column mold plate 100 is contracted, the upright posts on the first movable mold plate 120 can be contracted into the first space 144, so that the constructional column mold plate 100 can be contracted smoothly.
Referring to fig. 1-3, in one embodiment, the anchor assembly 143 includes:
a water stop screw 1431, the water stop screw 1431 being installed between the two opposing cross bars 141;
a nut 1432, wherein the nut 1432 is screwed on two ends of the water stop screw 1431;
a second interval 145 is formed between the upright rods 142 on the first movable template 120, wherein the second interval 145 is larger than the diameter of the water stop screw rod 1431 and smaller than the outer diameter of the screw cap 1432;
the middle template 110, the first movable template 120 and the second movable template 130 are reserved with phi 20 diameter holes, so that the water stop bolts can pass through.
In the present embodiment of the present utility model, in the present embodiment,
the screw caps 1432 are arranged at two ends of the water stop screw 1431, the water stop screw 1431 is positioned in the second interval 145, the vertical rods 142 on the first movable template 120 are positioned between the screw caps 1432 and the vertical rods 142 on the middle template 110, the transverse rods 141 and the vertical columns are locked by rotating the screw caps 1432, transverse stress of casting concrete can be borne by the water stop screw 1431 to penetrate through the middle template 110, the first movable template 120 and the second movable template 130, the compactness between the middle template 110, the first movable template 120 and the second movable template 130 and a wall body is increased by screwing the water stop screw 1431 and the screw caps 1432, and meanwhile, the friction force between the vertical rods 142 and the transverse rods 141 is increased, so that the templates are firmly fixed at expected positions, the vertical side bending deformation limiting requirement can be met by using square tubes of 60x60x5 for the vertical rods 142 and the fastening transverse rods 141 according to 200mm thickness of a wall constructional column.
Referring to fig. 4, in one embodiment, two sides of the middle mold plate 110 are provided with edge rolling clamping rails 146, and the first movable mold plate 120 and the second movable mold plate 130 are sleeved with the middle mold plate 110 along the edge rolling clamping rails 146; the cross section of the curled clamping rail 146 is in a C-shaped structure.
In this embodiment, the cross section of the edge rolling clamping rail 146 is in a C-shaped structure, so that the first movable mold plate 120 and the second movable mold plate 130 are conveniently sleeved with the middle mold plate 110 along the edge rolling clamping rail 146, and meanwhile, the joint is limited, so as to define the movement track of the first movable mold plate 120 and the second movable mold plate 130.
The foregoing description is only of the preferred embodiments of the present utility model and is not intended to limit the scope of the utility model, and all equivalent structural changes made by the description of the present utility model and the accompanying drawings or direct/indirect application in other related technical fields are included in the scope of the utility model.

Claims (10)

1. A telescoping constructional column formwork, comprising:
an intermediate template;
the first movable template is sleeved with one end of the middle template;
the second movable template is sleeved with the other end of the middle template;
the locking mechanism is arranged on the middle template, the first movable template and the second movable template and used for locking and limiting the middle template, the first movable template and the second movable template.
2. A telescoping constructional column formwork as claimed in claim 1, wherein,
the locking mechanism includes:
the cross bars are respectively arranged on the middle template, the first movable template and the second movable template;
the upright posts are sleeved with the cross bars;
and the anchoring assembly is arranged between the two opposite transverse rods and used for locking the middle template, the first movable template and the second movable template.
3. A telescoping constructional column formwork as claimed in claim 2, wherein,
and the cross bars on the middle template, the first movable template and the second movable template are positioned on the same horizontal line.
4. A telescoping constructional column formwork as claimed in claim 2, wherein,
a first interval is formed between the vertical rods on the second movable template, and the first interval is larger than the width of the vertical rods on the first movable template.
5. A telescoping constructional column formwork as claimed in claim 2, wherein,
the anchor assembly includes:
the water stop screw is arranged between the two opposite cross bars;
and the screw caps are screwed and connected to the two ends of the water stop screw rod.
6. A telescoping constructional column formwork as claimed in claim 5, wherein,
a second interval is formed between the vertical rods on the first movable template, and is larger than the diameter of the water stop screw rod and smaller than the outer diameter of the screw cap.
7. A telescoping constructional column formwork as claimed in claim 2, wherein,
the cross rod is provided with a through hole for the upright rod to move.
8. A telescoping constructional column formwork as claimed in claim 1, wherein,
the two sides of the middle template are provided with edge rolling clamping rails, and the first movable template and the second movable template are sleeved with the middle template along the edge rolling clamping rails.
9. A telescoping constructional column formwork as claimed in claim 8, wherein,
the section of the curled clamping rail is of a C-shaped structure.
10. A telescoping constructional column formwork as claimed in claim 1, wherein,
holes are reserved on the middle template, the first movable template and the second movable template.
CN202321712849.2U 2023-06-30 2023-06-30 Retractable constructional column template Active CN220203399U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321712849.2U CN220203399U (en) 2023-06-30 2023-06-30 Retractable constructional column template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321712849.2U CN220203399U (en) 2023-06-30 2023-06-30 Retractable constructional column template

Publications (1)

Publication Number Publication Date
CN220203399U true CN220203399U (en) 2023-12-19

Family

ID=89154854

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321712849.2U Active CN220203399U (en) 2023-06-30 2023-06-30 Retractable constructional column template

Country Status (1)

Country Link
CN (1) CN220203399U (en)

Similar Documents

Publication Publication Date Title
CN111364508A (en) Method for reinforcing inner support of large underground comprehensive pipe gallery without external formwork wall plate
CN105155686A (en) House beam column and profile connection structure and sleeper integration house
CN220203399U (en) Retractable constructional column template
CN209760968U (en) Integrated louver-shaped fence
CN209799437U (en) Temporary oblique fixed support for prefabricated wall
CN205035915U (en) Integrated house of house beam column section bar connection structure and sleeper
CN211691758U (en) Telescopic cross brace
CN210289039U (en) High and large formwork support
CN213015271U (en) Scaffold system
CN220978802U (en) Concrete construction template for structural column between hydropower house installations
CN213062418U (en) Shaped steel post installation fixing device
CN219753956U (en) Shear wall template supporting device
CN109914594A (en) A kind of damping type steel structure node component
CN219732338U (en) Reinforced concrete beam and steel reinforced concrete column connection structure
CN212453620U (en) Novel steel back ridge supporting structure of super high-rise core tube
CN218375212U (en) Frame beam slab pouring construction structure
CN219196829U (en) Reinforcing and connecting device for building engineering
CN212053763U (en) Door and window mould
CN215331973U (en) Civil engineering assembled enclosure
CN216689068U (en) Arch bridge concrete form strutting arrangement
CN220319117U (en) Corner template for connecting building aluminum templates
CN212866366U (en) Intercolumnar bearing structure for steel construction
CN215716281U (en) Shear wall
CN219261736U (en) Support frame for profiled steel sheet
CN218815175U (en) Aluminum alloy template for building construction

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant