CN219080989U - Positioning structure for constructional column form - Google Patents
Positioning structure for constructional column form Download PDFInfo
- Publication number
- CN219080989U CN219080989U CN202223581576.0U CN202223581576U CN219080989U CN 219080989 U CN219080989 U CN 219080989U CN 202223581576 U CN202223581576 U CN 202223581576U CN 219080989 U CN219080989 U CN 219080989U
- Authority
- CN
- China
- Prior art keywords
- constructional column
- template
- locating
- positioning
- auxiliary
- 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
Links
Images
Abstract
The utility model belongs to the technical field of building construction, and discloses a constructional column template positioning structure which comprises a constructional column template, a template positioning assembly and an auxiliary positioning assembly. Wherein the constructional column template is configured for casting concrete; the template positioning assembly comprises a plurality of template positioning pieces, the plurality of template positioning pieces are wound on the installation positions of the constructional column, a positioning space is formed by surrounding, and the constructional column template is inserted in the positioning space; the auxiliary positioning component is fixedly connected to the structural surface steel bars of the floor slab and is sleeved outside the template positioning component. The constructional column template positioning structure effectively solves the problem that the aluminum mould constructional column template is deviated in concrete pouring, and is high in construction speed, low in cost and good in quality after constructional column pouring molding.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a constructional column template positioning structure.
Background
The aluminum template is widely applied to building construction, and has the following technical advantages: 1. the construction period is short; 2. the repeated use times are more, and the average use cost is low; 3. the construction is convenient, the efficiency is high, the site construction waste is less, and the support system is simple; 4. the stability is good, and the bearing capacity is high; 5. the number of the joints is small, the precision is high, and the concrete surface effect after the die is removed is good; 6. the recovery value is high.
Constructional columns, commonly referred to as concrete constructional columns, are concrete columns made in the construction sequence of building walls and then pouring the concrete columns at defined locations of masonry house walls.
In the engineering adopting the aluminum mould, in order to facilitate construction, constructional columns are usually deepened together when the aluminum mould is deepened, and the constructional columns are poured together with floor slab concrete. And the later stage does not need to independently support a constructional column template, so that the quality can be ensured and the construction period can be saved. However, some constructional columns cannot form effective drawknots with templates of the wall body, and the constructional column templates can generate a deviation phenomenon due to the vibrating action of the vibrating rod in the concrete pouring process, so that the constructional columns after subsequent pouring molding are required to be polished, the engineering quality cannot be guaranteed, the manpower and material resources are wasted, and the construction time is prolonged.
Disclosure of Invention
The utility model aims to provide a constructional column template positioning structure which effectively solves the problem that an aluminum mould constructional column template is deviated during concrete pouring, and has the advantages of high construction speed, low cost and good quality after constructional column pouring molding.
To achieve the purpose, the utility model adopts the following technical scheme:
a constructional column formwork locating structure comprising:
a constructional column formwork configured for casting concrete;
the template positioning assembly comprises a plurality of template positioning pieces, wherein the plurality of template positioning pieces are wound on the installation positions of the constructional column to form a positioning space in a surrounding mode, and the constructional column template is inserted into the positioning space;
the auxiliary positioning assembly is fixedly connected to the steel bars of the structural surface of the floor slab and sleeved outside the template positioning assembly.
As an alternative scheme of the constructional column template positioning structure provided by the utility model, the auxiliary positioning assembly comprises a plurality of auxiliary positioning ribs, the auxiliary positioning ribs are sequentially connected and are arranged on the installation position of the constructional column in a surrounding manner to form an auxiliary positioning ring, and the inner side of each auxiliary positioning rib is at least connected with one template positioning piece.
As an alternative scheme of the constructional column template positioning structure provided by the utility model, four auxiliary positioning ribs are arranged, and four auxiliary positioning ribs are surrounded into square auxiliary positioning rings.
As an alternative scheme of the constructional column template positioning structure provided by the utility model, four template positioning pieces are arranged, the four template positioning pieces are in one-to-one correspondence with four sides of the square auxiliary positioning ring and are respectively connected with midpoints of the four sides.
As an alternative to the constructional column template positioning structure provided by the utility model, the distance between any two opposite auxiliary positioning ribs is equal to the sum of the width of the constructional column template and twice the diameter of the template positioning piece.
As an alternative scheme of the constructional column template positioning structure provided by the utility model, the cross section of the constructional column template is square, and the center of the cross section of the constructional column template coincides with the center of the auxiliary positioning ring.
As an alternative to the constructional column template positioning structure provided by the utility model, the template positioning member is vertically connected to the auxiliary positioning rib.
As an alternative scheme of the constructional column template positioning structure provided by the utility model, the top end of the template positioning piece is at least 5cm higher than the plane of the auxiliary positioning ring.
As an alternative scheme of the constructional column template positioning structure provided by the utility model, the auxiliary positioning ribs are welded with the steel bars of the structural surface of the floor slab.
As an alternative scheme of the constructional column template positioning structure provided by the utility model, the template positioning piece is three-stage screw steel.
The utility model has the beneficial effects that:
the constructional column template positioning structure is used for positioning the constructional column template in the pouring process and comprises the constructional column template, a template positioning assembly and an auxiliary positioning assembly. Wherein the constructional column template is configured for casting concrete to form a concrete constructional column after the concrete has set. The template positioning assembly comprises a plurality of template positioning pieces, the plurality of template positioning pieces are wound on the installation positions of the constructional column, a positioning space is formed by surrounding, and the constructional column template is inserted in the positioning space. That is, the template locating component can enclose the installation space at the installation position of the constructional column, and when pouring, the constructional column template can be located only by inserting the constructional column template in the installation space, so that the problem that the constructional column template is deviated during concrete pouring is avoided, the operation is simple, and the construction speed is effectively improved. The auxiliary positioning component is fixedly connected to the structural surface steel bars of the floor slab and is sleeved outside the template positioning component. The auxiliary positioning assembly is used for reinforcing the positioning strength of the template positioning assembly and further guaranteeing the quality of the constructional column after casting and forming.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the following description will briefly explain the drawings needed in the description of the embodiments of the present utility model, 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 contents of the embodiments of the present utility model and these drawings without inventive effort for those skilled in the art.
FIG. 1 is a schematic diagram of a column template positioning structure according to an embodiment of the present utility model;
fig. 2 is a cross-sectional view taken along the direction A-A in fig. 1.
In the figure:
100. reinforcing steel bars of the structural surface of the floor slab; 200. concrete;
1. constructing a column template; 2. a template positioning member; 3. and (5) auxiliary positioning ribs.
Detailed Description
The technical scheme of the utility model is further described below by the specific embodiments with reference to the accompanying drawings.
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. The components of the embodiments of the present utility model generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the utility model, as presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected 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: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.
In the description of the present utility model, it should be noted that, directions or positional relationships indicated by terms such as "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., are directions or positional relationships based on those shown in the drawings, or are directions or positional relationships conventionally put in use of the inventive product, are merely for convenience of describing the present utility model and simplifying the description, and are not indicative or implying that the apparatus or element to be referred to must have a specific direction, be configured and operated in a specific direction, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," "third," and the like are used merely to distinguish between descriptions and should not be construed as indicating or implying relative importance. In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more.
In the description of the present utility model, it should also be noted that, unless explicitly specified and limited otherwise, the terms "disposed", "connected" and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected or integrally connected; either mechanically or electrically. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
In the present utility model, unless expressly stated or limited otherwise, a first feature "above" or "below" a second feature may include both the first and second features being in direct contact, as well as the first and second features not being in direct contact but being in contact with each other through additional features therebetween. Moreover, a first feature being "above," "over" and "on" a second feature includes the first feature being directly above and obliquely above the second feature, or simply indicating that the first feature is higher in level than the second feature. The first feature being "under", "below" and "beneath" the second feature includes the first feature being directly under and obliquely below the second feature, or simply means that the first feature is less level than the second feature.
Embodiments of the present utility model are described in detail below, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to like or similar elements or elements having like or similar functions throughout. The embodiments described below by referring to the drawings are illustrative only and are not to be construed as limiting the utility model.
The embodiment provides a constructional column template positioning structure which is used for positioning a constructional column template in a pouring process. As shown in fig. 1 and 2, the constructional column template positioning structure comprises a constructional column template 1, a template positioning assembly and an auxiliary positioning assembly.
Wherein the constructional column template 1 is configured for casting concrete 200 to form a concrete 200 constructional column after solidification of the concrete 200. Illustratively, in the present embodiment, the constructional column template 1 is an aluminum template. The aluminum template has the advantages of short construction period, multiple repeated use times, low average use cost, convenient construction, high efficiency, good stability, high bearing capacity, good surface effect of the concrete 200 after the template is removed, and the like. The aluminum template is of a cuboid cylindrical structure, the inside of the aluminum template is hollow and used for pouring concrete 200, and then the aluminum template is demolded after the concrete 200 is air-dried to form a constructional column.
Referring to fig. 1, the formwork locating assembly includes a plurality of formwork locating members 2, the plurality of formwork locating members 2 are wound around the installation position of the constructional column to form a locating space, and the constructional column formwork 1 is inserted in the locating space. That is, the template locating component can enclose the installation space at the installation position of the constructional column, and when pouring, the constructional column template 1 can be located only by inserting the constructional column template 1 in the installation space, so that the problem that the constructional column template 1 is deviated when the concrete 200 is poured is avoided, the operation is simple, and the construction speed is effectively improved.
Specifically, in the present embodiment, the die plate positioning member 2 is three-stage screw steel. The three-stage deformed steel bar has a length of 10-20cm and a diameter of 10mm. The surface of the three-stage deformed steel bar is provided with longitudinal ribs and transverse ribs, so that the friction force between the three-stage deformed steel bar and the constructional column template 1 is enhanced, and the stability of the constructional column template 1 in pouring concrete 200 is further improved. Meanwhile, the three-level screw-thread steel is widely used for splicing frameworks of the reinforced concrete 200 building members, is common in construction sites, is convenient to take and has low use cost.
With continued reference to fig. 1, the auxiliary positioning assembly is fixedly connected to the floor structural plane steel bar 100 and is sleeved outside the formwork positioning assembly. The auxiliary positioning assembly is used for reinforcing the positioning strength of the template positioning assembly and further guaranteeing the quality of the constructional column after casting and forming.
Specifically, the auxiliary positioning assembly comprises a plurality of auxiliary positioning ribs 3, the plurality of auxiliary positioning ribs 3 are sequentially connected, the auxiliary positioning ribs are arranged on the installation position of the constructional column in a surrounding mode to form an auxiliary positioning ring, and the inner side of each auxiliary positioning rib 3 is at least connected with one template positioning piece 2. In this embodiment, the auxiliary positioning ribs 3 are reinforcing bars commonly used in construction sites. The length is 30-40cm, and the diameter is 8mm. As shown in fig. 1, the auxiliary positioning ribs 3 are provided with four auxiliary positioning rings, and the four auxiliary positioning ribs 3 are surrounded into a square. The square auxiliary positioning ring is welded on the floor slab structural surface steel bar 100, and the template positioning piece 2 is connected to the inner wall of the auxiliary positioning ring so as to reinforce the template positioning piece 2 through the auxiliary positioning ring.
In this embodiment, referring to fig. 1, the template positioning members 2 are provided with four, and the four template positioning members 2 are in one-to-one correspondence with four sides of the square auxiliary positioning ring and are respectively connected to midpoints of the four sides. Further, the template positioning member 2 is vertically connected to the auxiliary positioning rib 3. That is, the auxiliary positioning ring determines the installation plane of the constructional column template 1, and the four template positioning members 2 determine the vertical position of the constructional column template 1, and the auxiliary positioning ring and the template positioning members 2 cooperate to play a role of stabilizing the construction as a template. Of course, in other embodiments, the number of the template positioning members 2 may be selected according to the situation of the construction site, and the number of the template positioning members 2 on each auxiliary positioning member may be determined by itself.
More specifically, the cross section of the constructional column template 1 in the embodiment is square, and the center of the cross section of the constructional column template 1 coincides with the center of the auxiliary positioning ring. The distance between any two opposite auxiliary locating ribs 3 is equal to the sum of the width of the constructional column formwork 1 and twice the diameter of the formwork locating member 2. That is, the cross section of the constructional column template 1 and the auxiliary positioning ring are in a concentric annular structure, and the distance between the outer wall of the constructional column template 1 and the auxiliary positioning rib 3 is equal to the diameter of one template positioning piece 2. The design of the central symmetry is convenient for construction and is also beneficial to positioning the constructional column template 1.
Preferably, the top end of the template positioning member 2 is at least 5cm higher than the plane of the auxiliary positioning ring. The top of the template locating piece 2 is higher than the plane where the auxiliary locating ring is located, when the constructional column template 1 is inserted into the locating space, the template locating piece 2 can better stabilize the constructional column template 1, and the constructional column template is prevented from being deviated in the process of pouring concrete 200.
The concrete construction flow of the constructional column template positioning structure provided by the embodiment is as follows:
after the upper layer aluminum template is assembled, a measurer measures and calculates the accurate position of the lower layer constructional column and marks the accurate position on the template. After the floor structural surface steel bars 100 are bound, the auxiliary positioning ribs 3 are welded firmly with the bound floor structural surface steel bars 100 around the marked constructional column positions. And then, the four template positioning pieces 2 are in one-to-one correspondence with the auxiliary positioning ribs 3 and are welded and connected. During the process, the template positioning piece 2 and the auxiliary positioning rib 3 are ensured to be in vertical relation, and the connecting position is the middle part of the auxiliary positioning rib 3. And rechecking the welded template positioning pieces 2 to ensure that every two template positioning pieces are on the same straight line. Simultaneously, the top end of the template positioning piece 2 is higher than the casting finish surface of the concrete 200 by at least 5cm. After the concrete 200 is poured and the strength is generated, the form fixing member 2 can be shaped firmly. Finally, when the concrete 200 is poured into the constructional column template 1, the constructional column template 1 is not offset under the action of the template positioning piece 2.
It is to be understood that the above examples of the present utility model are provided for clarity of illustration only and are not limiting of the embodiments of the present utility model. Other variations or modifications of the above teachings will be apparent to those of ordinary skill in the art. It is not necessary here nor is it exhaustive of all embodiments. Any modification, equivalent replacement, improvement, etc. which come within the spirit and principles of the utility model are desired to be protected by the following claims.
Claims (10)
1. Constructional column template location structure, its characterized in that includes:
a constructional column formwork (1) configured for casting concrete (200);
the template positioning assembly comprises a plurality of template positioning pieces (2), wherein the plurality of template positioning pieces (2) are wound on the installation positions of the constructional column to form a positioning space in a surrounding mode, and the constructional column template (1) is inserted into the positioning space;
the auxiliary positioning assembly is fixedly connected to the floor slab structural surface steel bars (100) and sleeved outside the template positioning assembly.
2. The constructional column formwork locating structure according to claim 1, wherein the auxiliary locating component comprises a plurality of auxiliary locating ribs (3), the auxiliary locating ribs (3) are sequentially connected and are arranged on the installation position of the constructional column in a surrounding mode to form an auxiliary locating ring, and at least one formwork locating piece (2) is connected to the inner side of each auxiliary locating rib (3).
3. The constructional column formwork locating structure according to claim 2, wherein the auxiliary locating ribs (3) are provided with four auxiliary locating rings, and the four auxiliary locating ribs (3) are surrounded to form a square.
4. A constructional column formwork locating structure according to claim 3, wherein the formwork locating members (2) are provided with four, the four formwork locating members (2) are in one-to-one correspondence with four sides of the square auxiliary locating ring and are respectively connected to midpoints of the four sides.
5. A constructional column formwork locating structure as claimed in claim 3, wherein the distance between any two opposing said auxiliary locating ribs (3) is equal to the sum of the width of the constructional column formwork (1) and twice the diameter of the formwork locating member (2).
6. A constructional column template positioning structure according to claim 2, characterized in that the constructional column template (1) has a square cross section, the centre of the cross section of the constructional column template (1) coinciding with the centre of the auxiliary positioning ring.
7. Constructional column formwork locating structure according to claim 2, characterized in that the formwork locating members (2) are connected perpendicularly to the auxiliary locating ribs (3).
8. A constructional column formwork locating structure as claimed in claim 2, wherein the top end of the formwork locating member (2) is at least 5cm above the plane of the auxiliary locating ring.
9. A constructional column formwork locating structure according to claim 2, wherein the auxiliary locating ribs (3) are welded to the floor structural face rebars (100).
10. Constructional column formwork locating structure according to any of claims 1-9, wherein the formwork locating members (2) are tertiary screw steels.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223581576.0U CN219080989U (en) | 2022-12-30 | 2022-12-30 | Positioning structure for constructional column form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223581576.0U CN219080989U (en) | 2022-12-30 | 2022-12-30 | Positioning structure for constructional column form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219080989U true CN219080989U (en) | 2023-05-26 |
Family
ID=86399567
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223581576.0U Active CN219080989U (en) | 2022-12-30 | 2022-12-30 | Positioning structure for constructional column form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219080989U (en) |
-
2022
- 2022-12-30 CN CN202223581576.0U patent/CN219080989U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109537811B (en) | Manufacturing method of prefabricated column and assembling method of column beam | |
| CN103485530A (en) | Special steel formwork for combined stairway of high-rise building and assembly method of special steel formwork | |
| CN219080989U (en) | Positioning structure for constructional column form | |
| CN110258907A (en) | A kind of prefabricated board and production method, laminated floor slab and production method | |
| US20070044405A1 (en) | Insulated concrete form apparatus and method of manufacturing the same | |
| KR101828341B1 (en) | Plate type wall structure and its construction method | |
| CN210475352U (en) | Be applied to standard bed-jig of empty core plate reinforcement | |
| CN210737909U (en) | Cavity frame column | |
| CN217999064U (en) | Reinforced structure of brick-concrete structure wall | |
| CN105946099A (en) | Grouted fabricated concrete beam and construction method thereof | |
| CN110093988B (en) | Concrete prefabricated part assembling process | |
| CN209924189U (en) | Brick moulding bed constructional column | |
| CN210562953U (en) | Prefabricated plate and coincide floor | |
| CN108775192B (en) | Prestressed concrete tower column structure and construction method thereof | |
| CN215055168U (en) | Building block for construction column formwork-free construction and construction column pouring supporting structure | |
| CN220014443U (en) | Secondary constructional column pouring construction structure | |
| CN217195971U (en) | A plugging device for prefabricated component side forms opening | |
| CN219241062U (en) | Formwork-free constructional column | |
| CN215038556U (en) | U-shaped building block forming die | |
| CN216475866U (en) | Reinforced concrete prefabricated part for building | |
| CN218597534U (en) | Constructional column | |
| CN110670761B (en) | Construction method of shear wall | |
| CN217710828U (en) | Combined type template and wall system for reinforced earth retaining wall cast-in-place wall surface | |
| CN219175870U (en) | Vertical reinforcing steel bar installation positioning device of building industrialization toughness formwork structure system | |
| CN217299817U (en) | Disassembly-free integrated cavity structure of reinforced concrete support cage prefabricated part |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |