CN211923525U - Constructional column combined template at right-angle corner and wall joint of wall - Google Patents
Constructional column combined template at right-angle corner and wall joint of wall Download PDFInfo
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- CN211923525U CN211923525U CN201922021000.0U CN201922021000U CN211923525U CN 211923525 U CN211923525 U CN 211923525U CN 201922021000 U CN201922021000 U CN 201922021000U CN 211923525 U CN211923525 U CN 211923525U
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Abstract
A constructional column combined template at a right-angle corner and a wall joint of a wall comprises an iron wire and a combined die, wherein the combined die is fixed on the inner wall and the outer wall of the wall at a constructional column pouring position in a counter-pulling manner through the iron wire; the combined die is manufactured by welding and fixing an end face plate and a supporting plate, wherein the supporting plate is connected with a threaded hook in an adjusting way; the middle part of the iron wire penetrates through the end face plate in a sliding mode, and two ends of the iron wire are fixedly hung on the threaded hooks on the inner wall and the outer wall of the wall body respectively. The combined template can adapt to the pouring template support at the joint of various walls and at the right-angled corners of the walls, and iron wires do not need to be taken out of the walls after pouring, so that the combined template is convenient to disassemble, assemble and reuse.
Description
Technical Field
The utility model belongs to the technical field of the construction technique and specifically relates to a template is pour to wall body, especially a constructional column composite forms of wall body right angle corner and wall body handing-over department.
Background
The constructional columns are arranged for enhancing the integrity and stability of the building, and mainly bear not vertical loads but transverse loads such as shear resistance, earthquake resistance and the like. Therefore, the support of the constructional column template is particularly important.
The erection of the wall right-angle corner and the wall joint constructional column template usually adopts flat templates, square timbers, step tightening, double faced adhesive tapes and other objects to splice and reinforce the wall right-angle corner and then carry out concrete pouring. The template structure of the constructional column at the right-angle corner and the connecting part of the wall body is relatively traditional, the template needs to be reinforced by tightly penetrating the wall body step by step in the construction, if the wall body adopts hollow building blocks, slurry can leak from the tightly penetrated part of the step in the concrete pouring process, and the wall body is damaged to a certain extent; in addition, the secondary utilization rate of the template is low, and time and labor are wasted.
Moreover, the wood formwork supports the wall corner of the wall body, then steel bars are embedded and concrete constructional columns are poured, the problem that the wood formwork is poor in structural performance and easy to damage in the repeated assembly and disassembly process is solved, and the pouring quality is seriously influenced by the unfilled corner or crack of the damaged wood formwork; in addition, the existing steel templates are fixedly connected by using split bolt rods, the bolts are removed after the wall body is poured, and the bolt holes are filled with concrete.
Through published patent searches, the following comparison documents were found:
brickwork constructional column combined mould (CN208122303U) discloses a brickwork constructional column combined mould, it includes first template, the second template, bolt pull rod and nut, first template and second template are just to parallel placement, offer the via hole that supplies the bolt pull rod to pass through in the middle part of first template and second template, be provided with at the both ends of bolt pull rod with nut complex screw thread section, the bolt pull rod passes the via hole on first template and the second template, through the nut respectively with the taut both sides opening part of fixing at the constructional column of first template and second template. The utility model discloses the construction is simple and convenient, swift, and the operating efficiency is high, and the mould can have enough to meet the need the use, and the wall body quality has been guaranteed to the hole of brickwork wall when having avoided the template to consolidate to the material saving expense greatly.
A template assembly for once-cast molding of a constructional column (CN206681361U) discloses a template assembly for once-cast molding of a constructional column; the method is characterized in that: the device comprises an outer template, an inner template, a counter pull rod anchor plate, a counter pull rod sleeve, a hinge, a funnel opening baffle plate, a funnel opening guide plate, a funnel opening control rod and a control pull rod; the outer template and the inner template are respectively arranged on the outer side and the inner side of the constructional column steel bar, and the counter-pull rod is anchored on the outer side of the template; the funnel opening baffle is arranged on the outer side of the outer template through a hinge, the funnel opening control rod penetrates through the funnel opening baffle, the outer template and the inner template once, and the control pull rod is connected with the funnel opening baffle. The assembly is a set of combined template for one-time pouring of the constructional column and the column cap, and the constructional column is poured and formed at one time by utilizing a lever principle and a funnel principle and combining corner displacement application. The device has simple integral structure, light weight, low cost, high repeated utilization rate of the template, batch production and random disassembly and assembly.
Compare in above-mentioned patent of disclosing, there is great difference in the aspect such as the assembling die plate structure of this application, realization function and application method with prior art, does not influence the novelty of this application through analyzing above-mentioned patent.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art's weak point, provide a constructional column composite forms of wall body right angle corner and wall body handing-over department, the adaptable multiple wall body handing-over department of this composite forms and wall body right angle corner's the template support of pouring to pour the back iron wire and need not to follow and take out in the wall body, and be convenient for dismouting and used repeatedly.
A constructional column combined template at a right-angle corner and a wall joint of a wall comprises an iron wire and a combined die, wherein the combined die is fixed on the inner wall and the outer wall of the wall at a constructional column pouring position in a counter-pulling manner through the iron wire; the combined die is manufactured by welding and fixing an end face plate and a supporting plate, wherein the supporting plate is connected with a threaded hook in an adjusting way; the middle part of the iron wire penetrates through the end face plate in a sliding mode, and two ends of the iron wire are fixedly hung on the threaded hooks on the inner wall and the outer wall of the wall body respectively.
And the end face plate of the combined die is compositely bonded with a double faced adhesive tape temporarily fixed with the inner wall and the outer wall of the wall body, and the combined die comprises an inner corner template, an outer corner template and a plane template.
Moreover, the end face plate of the inner angle template is an L-shaped steel bar, and the inner walls of two right-angle sides of the L-shaped steel bar are fixedly welded with supporting plates; the supporting plate of the inner angle template is provided with a supporting obtuse angle facing the end plate.
Moreover, the end face plate of the outer angle template is an L-shaped steel bar, and the outer walls of two right-angle edges of the L-shaped steel bar are fixedly welded with supporting plates; the supporting plate of the outer corner template is a U-shaped structure with an opening facing the end face plate, and the bottom of the U-shaped structure is provided with a supporting plane for connecting the threaded hooks.
And the end plates and the supporting plates of the plane template are plane steel plates.
And moreover, the end face plates of the inner corner template and the outer corner template are provided with embedded grooves, and the two ends of the supporting plate are clamped inside the embedded grooves and fixedly welded with the end face plates.
The utility model has the advantages and the technical effect be:
the utility model discloses a constructional column composite formwork of wall body right angle corner and wall body handing-over department supports the wall body internal angle through the internal angle template, supports the wall body external angle by the external angle template, supports plane wall connection by the plane template, and the composite formwork of this application of cost is organized to three template from this, and the construction is pour to the constructional column of adaptable most wall body right angle corners and wall body handing-over department. The end face plate of the outer corner template is used for being attached and connected with wall bodies at two ends of the end face plate, and provides an outer right-angle support for a constructional column to be poured, the support plate of the outer corner template provides an outer support for the end face plate of the outer corner template, and provides a mounting plane (support plane) for the threaded hooks, so that the structural strength of the pouring support of the outer corner of the wall body is effectively improved; 2. the end plates of the inner corner template are used for being attached and connected with wall bodies at two ends of the inner corner template and providing inner right-angle support for a constructional column to be poured, and the support plates of the inner corner template provide inner support for the end plates and provide a fixed mounting structure (support obtuse angle) of the threaded hook; 3. the end face plate of the plane template is used for being attached to and connected with wall bodies at two ends of the plane template, providing plane support for the constructional column to be poured, and the middle parts of the end face plate of the plane template and the support plate are fixedly connected with iron wires, so that the construction effect of plane opposite-pulling support can be achieved.
The utility model discloses a constructional column composite formwork at wall body right angle corner and wall body handing-over department, has solved the concatenation problem of wall body right angle corner and wall body handing-over department constructional column formwork, has prevented effectively that the seam crossing from leaking the thick liquid phenomenon when concreting; the wall right-angle corner and the wall joint constructional column formwork are erected in a split mode, so that the through-wall reinforcement of the traditional method is effectively achieved, the construction quality of the wall is guaranteed, and the construction progress is accelerated; the combined template has high strength and high recycling rate, and saves the construction cost to a certain extent. The fragile problem of plank sheathing has effectively been solved in this application to and the inconvenient problem of current steel template dismantlement, use through the combination of interior angle template, exterior angle template and plane template, the constructional column of the right angle corner of adaptable most wall body and wall body handing-over department pours the construction, is the constructional column composite formwork who has higher creative wall body right angle corner and wall body handing-over department.
Drawings
FIG. 1 is a diagram of the usage state of the present invention (working condition 1, the outer corner template is connected with the inner corner template);
FIG. 2 is a view showing the usage state of the present invention (working condition 2, inner angle form connected to inner angle form);
FIG. 3 is a view showing the usage state of the present invention (working condition 3, inner angle form connected with plane form);
in the figure: 1-thread hook; 2-external angle template; 3-iron wire; 4-inner angle template; 5-support obtuse angle; 6-double sided adhesive tape; 7-caulking groove; 8-support plane; 9-a support plate; 10-end panels; 11-a planar template; 12-a limit bar.
Detailed Description
For further understanding of the contents, features and effects of the present invention, the following embodiments will be exemplified in conjunction with the accompanying drawings. It should be noted that the present embodiment is illustrative, not restrictive, and the scope of the invention should not be limited thereby.
A constructional column combined template at a right-angle corner and a wall joint of a wall comprises an iron wire 3 and a combined die, wherein the combined die is fixed on the inner wall and the outer wall of the wall at a constructional column pouring position in a counter-pulling manner through the iron wire; the combined die is formed by welding and fixing an end face plate 10 and a supporting plate 9, wherein the supporting plate is connected with a threaded hook 1 in an adjusting way; the middle part of the iron wire penetrates through the end face plate in a sliding mode, and two ends of the iron wire are fixedly hung on the threaded hooks on the inner wall and the outer wall of the wall body respectively.
And, compound bonding has the double faced adhesive tape 6 with wall body inner wall and outer wall temporary fixation on the terminal surface board of composite die, and this composite die includes interior angle template 4, outer angle template 2 and plane template 11.
Moreover, the end face plate of the inner angle template is an L-shaped steel bar, and the inner walls of two right-angle sides of the L-shaped steel bar are fixedly welded with supporting plates; the supporting plate of the inner angle template is provided with a supporting obtuse angle 5 facing the end plate.
Moreover, the end face plate of the outer angle template is an L-shaped steel bar, and the outer walls of two right-angle edges of the L-shaped steel bar are fixedly welded with supporting plates; the supporting plate of the outer corner template is of a U-shaped structure with an opening facing the end face plate, and the bottom of the U-shaped structure is provided with a supporting plane 8 for connecting the threaded hooks.
And the end plates and the supporting plates of the plane template are plane steel plates.
And, all seted up caulking groove 7 on the end face plate of interior angle template and exterior angle template, the both ends of backup pad all clamp inside the caulking groove and with the end face plate welding dress of adorning admittedly.
Additionally, the utility model discloses preferred, the iron wire pierces through the plane template to at the spacing stick 12 of the outside winding rigid coupling of plane template, realize the fixed connection of iron wire and plane template.
For a more clear description of the embodiments of the present invention, the following provides an example:
the utility model discloses a constructional column combined template of wall right angle corner and wall body handing-over department, start from the template bottom, set up an caulking groove every 50cm from the edge on the end panel, in order to fix the backup pad; the right angle is a rigid right angle, deformation is not allowed, round holes with the diameter of 3mm are arranged every 50cm, and an iron wire passes through the round holes;
round holes with the diameter of 2cm are arranged in the middle of the flat template every 50cm, and when the template is reinforced, iron wires pass through the round holes;
the supporting plate of the plane template can adopt a horizontally arranged iron bar which is fixedly arranged on the outer wall of the end panel to reinforce the template; the iron bar is used for fixing one end of the iron wire and is placed outside the iron bar;
the supporting plates are mainly divided into two types, one type is a wall body right-angle corner male surface supporting plate, the other type is a wall body right-angle corner female surface supporting plate, and the wall body junction is provided with a female surface supporting plate; the male surface support plate is a U-shaped support plate, the cross section of the male surface support plate is rectangular, a round hole with the diameter of 2cm is formed in the middle of the upper portion of the U-shaped support plate, an adjustable bolt penetrates through the round hole to be connected with an iron wire, the end portion of the male surface support plate is flat and can clamp an L-shaped composite template, and the included angle of the extended line of the clamping angle of the male surface support plate is 30 degrees; the female face support plate is a C-shaped support plate, the cross section of the C-shaped support plate is rectangular, a round hole with the diameter of 2cm is formed in the middle of the upper portion of the C-shaped support plate, a fixing bolt penetrates through the round hole to be connected with an iron wire, the end portion of the female face support plate is flat and can clamp an L-shaped composite template, and the clamping angle included angle (support obtuse angle) of the female face support plate is 120 degrees;
the iron wire is a No. 12 iron wire;
the double faced adhesive tape is used in common building construction.
In addition, as shown in fig. 1, before the formwork is erected, the double-faced adhesive tape is tightly adhered along the serrated racking edge; placing the L-shaped female composite template against a wall surface, penetrating a bolt through the female support plate, hanging an iron wire, penetrating a hole reserved on the L-shaped female composite template, penetrating a corresponding reserved hole of the L-shaped male composite template, penetrating an adjustable bolt on the male support plate, hanging the iron wire, and finally adjusting the adjustable bolt to enable the composite template to be in close contact with the wall surface.
The cross wall body handing-over department structure post template structure: as shown in fig. 2. The formwork of the type is erected on the formwork at the right-angle corner of the wall.
T-shaped wall body handing-over department constructional column template structure, as shown in fig. 3, before setting up L type negative side composite form and compound flat form template, closely paste the double faced adhesive tape along the serrated raft, compound flat form template is erect afterwards, pass the iron bar with 12# iron wire in proper order again, iron bar, compound flat form template, then two 12# iron wires of 12# iron wire end connection, pass L type negative side composite form respectively, with the adjustable bolt tip crotch connection that passes the negative side backup pad, adjust adjustable bolt at last, make template and wall body in close contact with.
By adopting the constructional column combined template at the right-angle corner and the wall body joint of the utility model, the problems that the existing constructional column template has gaps at the splicing position and the slurry leaks when the concrete is poured are avoided; and when having avoided the constructional column template to consolidate, the reinforcement article need pass the wall body, and the not equidimension of wall body produces destruction, influences the problem of the progress and the quality of construction.
By adopting the constructional column combined template at the wall right-angle corner and the wall joint of the utility model, the wall right-angle corner and the wall joint both adopt L-shaped composite templates, thus reducing the splicing seams of the templates, and the edges of the composite templates need to reserve supporting plate grooves; the composite templates on the two sides of the constructional column are reinforced in a counter-pulling mode through the threaded hooks, the iron wires and the supporting plates, and unnecessary damage to the wall body caused by the fact that the reinforcing piece penetrates through the wall body is avoided.
It will be understood that modifications and variations can be made by persons skilled in the art in light of the above teachings and all such modifications and variations are considered to be within the scope of the invention as defined by the following claims.
Claims (6)
1. The utility model provides a constructional column composite forms of wall body right angle corner and wall body handing-over department which characterized in that: the combined die is fixed on the inner wall and the outer wall of a wall body at a constructional column pouring position in a counter-pulling manner through the iron wire; the combined die is formed by welding and fixing an end face plate and a supporting plate, wherein the supporting plate is connected with a threaded hook in an adjusting way; the middle part of the iron wire penetrates through the end face plate in a sliding mode, and two ends of the iron wire are fixedly hung on the threaded hooks on the inner wall and the outer wall of the wall body respectively.
2. The constructional column combination template at the right-angle corner and wall body joint of the wall body as claimed in claim 1, wherein: the end face plate of the combined die is compositely bonded with a double faced adhesive tape temporarily fixed with the inner wall and the outer wall of the wall body, and the combined die comprises an inner corner template, an outer corner template and a plane template.
3. The constructional column combination template at the right-angle corner and wall body joint of the wall body as claimed in claim 2, wherein: the end face plate of the inner angle template is an L-shaped steel bar, and support plates are fixedly welded on the inner walls of two right-angle sides of the L-shaped steel bar; and a support obtuse angle facing the end face plate is formed on the support plate of the inner angle template.
4. The constructional column combination template at the right-angle corner and wall body joint of the wall body as claimed in claim 2, wherein: the end face plate of the outer angle template is an L-shaped steel bar, and supporting plates are fixedly welded on the outer walls of two right-angle edges of the L-shaped steel bar; the supporting plate of the outer corner template is of a U-shaped structure with an opening facing the end face plate, and the bottom of the U-shaped structure is provided with a supporting plane for connecting the threaded hooks.
5. The constructional column combination template at the right-angle corner and wall body joint of the wall body as claimed in claim 2, wherein: and the end face plate and the supporting plate of the plane template are both plane steel plates.
6. The constructional column combination template at the right-angle corner and wall body joint of the wall body as claimed in claim 2, wherein: the end face plates of the inner corner template and the outer corner template are provided with caulking grooves, and the two ends of the supporting plate are clamped inside the caulking grooves and fixedly welded with the end face plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922021000.0U CN211923525U (en) | 2019-11-21 | 2019-11-21 | Constructional column combined template at right-angle corner and wall joint of wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922021000.0U CN211923525U (en) | 2019-11-21 | 2019-11-21 | Constructional column combined template at right-angle corner and wall joint of wall |
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| CN211923525U true CN211923525U (en) | 2020-11-13 |
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| CN201922021000.0U Active CN211923525U (en) | 2019-11-21 | 2019-11-21 | Constructional column combined template at right-angle corner and wall joint of wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113982261A (en) * | 2021-09-27 | 2022-01-28 | 中国一冶集团有限公司 | Constructional column compensation type combined aluminum mould and formwork supporting construction method thereof |
| CN115627930A (en) * | 2022-10-28 | 2023-01-20 | 中国一冶集团有限公司 | Auxiliary reinforcing template for masonry constructional column and construction method |
-
2019
- 2019-11-21 CN CN201922021000.0U patent/CN211923525U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113982261A (en) * | 2021-09-27 | 2022-01-28 | 中国一冶集团有限公司 | Constructional column compensation type combined aluminum mould and formwork supporting construction method thereof |
| CN115627930A (en) * | 2022-10-28 | 2023-01-20 | 中国一冶集团有限公司 | Auxiliary reinforcing template for masonry constructional column and construction method |
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