A fixing device for core plate part of all-concrete outer wall

By combining aluminum formwork with steel scrap and timber, the problem of increased rental costs and construction costs associated with existing equipment is solved, achieving efficient turnover and cost reduction of aluminum formwork.

CN224413169UActive Publication Date: 2026-06-26CHINA CONSTR FIRST BUILDING (GRP) CORP LTD +1

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
CHINA CONSTR FIRST BUILDING (GRP) CORP LTD
Filing Date
2025-08-04
Publication Date
2026-06-26

AI Technical Summary

Technical Problem

The existing fixing devices for the core panel section of the all-concrete exterior wall have increased the cost of additional rental of steel pipes and fasteners, reduced the turnover rate of aluminum formwork, and increased construction time and cost.

Method used

The system employs a combination structure of aluminum formwork, side holes, main joists, secondary joists, and wooden formwork. It utilizes steel scrap as the main joists and timber as the secondary joists, and combines aluminum-wood construction methods to replace full-span scaffolding and improve the turnover rate of aluminum formwork.

Benefits of technology

The use of aluminum-wood combined fixing devices avoids the need for additional rental of steel pipes and fasteners, reducing construction time and lowering construction costs.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model provides a kind of full concrete outer wall adds core plate part fixing device, relate to building construction technical field.The full concrete outer wall adds core plate part fixing device, including several groups of aluminium formwork, the surface of aluminium formwork is equipped with several groups of side hole, the inside of side hole is penetrated by several groups of main keel, the bottom of main keel is equipped with several groups of secondary keel, the bottom of secondary keel is equipped with two groups of wooden formwork, the material of main keel is diameter 14mm reinforcing steel scrap, the material of secondary keel is 40*90mm batten, one end of the aluminium formwork is equipped with single support seat, the bottom of single support seat is fixedly connected with fixed sleeve.The utility model is provided with aluminium formwork, side hole, main keel, secondary keel and wooden formwork, and full-house support scaffold is replaced by using aluminium formwork support, avoid additional leasing steel pipe and fastener and other frame materials, improve the turnover rate of aluminium formwork, reduce construction length, reduce construction cost.
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Description

Technical Field

[0001] This application relates to the field of building construction technology, and in particular to a fixing device for the core panel portion of a full concrete exterior wall. Background Technology

[0002] As people's living standards improve, their pursuit of a better life also increases, and their requirements for the quality of housing gradually rise. To improve building quality, prefabricated aluminum formwork construction technology is now widely used in building construction. However, machine room floors are usually constructed using cast-in-place concrete, which means that the standard floor aluminum formwork cannot be used. The machine room floor needs to be equipped with additional wooden formwork and a full-span support frame for construction, which leads to additional construction costs, such as steel pipe rental fees, and increases project costs.

[0003] The existing fixing devices for the core panel section of the all-concrete exterior wall increase the cost of additional scaffolding materials such as rented steel pipes and fasteners, reduce the turnover rate of aluminum formwork, and increase construction time and cost. Utility Model Content

[0004] This application provides a fixing device for the core panel section of a full concrete exterior wall, which solves the problem that existing fixing devices for the core panel section of a full concrete exterior wall increase the cost of additional rental of steel pipes and fasteners, reduce the turnover rate of aluminum formwork, and increase construction time and cost.

[0005] This application provides a fixing device for the core panel section of a full concrete exterior wall, including several sets of aluminum templates. Several sets of side holes are opened on the surface of the aluminum templates. Several sets of main keels pass through the inside of the side holes. Several sets of secondary keels are provided at the bottom of the main keels. Two sets of wooden templates are provided at the bottom of the secondary keels.

[0006] Preferably, the main keel is made of 14mm diameter steel scrap, and the secondary keel is made of 40*90mm timber.

[0007] Preferably, each of the aluminum templates in one group is provided with a single support base at both ends, and a fixing sleeve is fixedly connected to the bottom of the single support base.

[0008] Preferably, a support rod is fitted inside the fixed sleeve, and one end of the support rod is slidably connected to a support sleeve rod.

[0009] Preferably, a threaded hole is provided on one side of the support sleeve rod, and a threaded bolt is threadedly connected inside the threaded hole. A limiting hole adapted to the threaded bolt is provided on one side of the support rod.

[0010] Preferably, the bottom surface of the aluminum formwork is provided with a reinforced concrete floor slab, and a pin is inserted into the inside of the side hole, with a pin plate inserted into one end of the pin.

[0011] Preferably, a fixing plate is fixedly connected to the top end of the support sleeve rod, and the surface of the fixing plate has four sets of mounting holes.

[0012] Beneficial effects:

[0013] Considering that the existing fixing devices for the core panel section of the all-concrete exterior wall increase the cost of additional scaffolding materials such as rented steel pipes and fasteners, reduce the turnover rate of aluminum formwork, and increase construction time and costs, the following issues arise.

[0014] By using aluminum formwork, side holes, main joists, secondary joists, and wooden formwork, during installation, the position of the side holes on the aluminum formwork is adjusted according to the requirements of the aluminum-wood combined construction method and the thickness of the wooden formwork during the detailed stage. For the wooden formwork, scrap steel bars are used as the main joists and timber as the secondary joists. During the erection process, scrap steel bars from the construction process are used to pass through the side holes of the aluminum formwork as the main joists for formwork support, according to the design spacing. Then, timber is laid on the main joists at the required spacing as the secondary joists for formwork support. Finally, wooden formwork is laid on top of the secondary joists. After the main joists, secondary joists, and wooden formwork at the aluminum-wood combined section are installed, it is ensured that the wooden formwork and aluminum formwork are flush. By using aluminum formwork support instead of full-span scaffolding, the need for additional rental of steel pipes and fasteners is avoided, improving the turnover rate of aluminum formwork, reducing construction time, and lowering construction costs.

[0015] The above description is merely an overview of the technical solutions of the embodiments of this application. In order to better understand the technical means of the embodiments of this application and to implement them in accordance with the contents of the specification, and to make the above and other objects, features and advantages of the embodiments of this application more obvious and understandable, specific implementation methods of this application are described below. Attached Figure Description

[0016] To more clearly illustrate the technical solutions of the embodiments of this application, the accompanying drawings used in the description of the embodiments will be briefly introduced below. Obviously, the accompanying drawings described below are some embodiments of this application. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0017] Figure 1 This is a schematic diagram of the overall structure of a fixing device for a core panel section of a full concrete exterior wall according to this utility model.

[0018] Figure 2 This is a schematic diagram showing the disassembled structure of a fixing device for a core panel section of a fully concrete exterior wall according to this utility model.

[0019] Figure 3This is a schematic diagram of the support rod and support sleeve structure of a fixing device for a core panel section of a full concrete exterior wall according to this utility model.

[0020] Figure 4 This is a schematic diagram of the pin and pin plate structure of a fixing device for a core panel section of a full concrete exterior wall according to this utility model.

[0021] Explanation of reference numerals in the attached figures:

[0022] 1. Aluminum formwork; 2. Side holes; 3. Main keel; 4. Secondary keel; 5. Wooden formwork; 6. Single support base; 7. Fixing sleeve; 8. Support rod; 9. Support sleeve rod; 10. Threaded bolt; 11. Reinforced concrete floor slab; 12. Pin; 13. Pin piece; 14. Fixing piece. Detailed Implementation

[0023] To make the objectives, technical solutions, and advantages of the embodiments of this application clearer, the technical solutions of the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, not all embodiments. Based on the embodiments of this application, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this application.

[0024] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application pertains; the terminology used herein in the specification of the application is for the purpose of describing particular embodiments only and is not intended to limit the application; the terms “comprising” and “having”, and any variations thereof, in the specification, claims and drawings of this application are intended to cover non-exclusive inclusion.

[0025] The term "embodiment" as used herein means that a particular feature, structure, or characteristic described in connection with an embodiment may be included in at least one embodiment of this application. The appearance of the phrase "embodiment" in various places throughout the specification does not necessarily refer to the same embodiment, nor is it a separate or alternative embodiment mutually exclusive with other embodiments. It will be explicitly and implicitly understood by those skilled in the art that the embodiments described herein can be combined with other embodiments.

[0026] The directional terms appearing in the following description refer to the directions shown in the figures and are not intended to limit the specific structure of this application. For example, in the description of this application, terms such as "center," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," and "circumferential" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the figures. They are used only for the convenience of describing this application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this application.

[0027] In the description of this application, it should be noted that, unless otherwise expressly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, "connection" or "joining" in mechanical structures can refer to a physical connection, such as a fixed connection, for example, a connection fixed by fasteners, such as a connection fixed by screws, bolts, or other fasteners; a physical connection can also be a detachable connection, such as a snap-fit ​​or interlocking connection; a physical connection can also be an integral connection, such as a connection formed by welding, bonding, or integral molding. Those skilled in the art can understand the specific meaning of the above terms in this application based on the specific circumstances.

[0028] To enable those skilled in the art to better understand the present application, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings.

[0029] This utility model provides, for example Figure 1-4 The device shown is a fixing device for the core board part of a full concrete exterior wall, including several sets of aluminum templates 1. Several sets of side holes 2 are opened on the surface of the aluminum templates 1. Several sets of main keels 3 pass through the inside of the side holes 2. Several sets of secondary keels 4 are set at the bottom of the main keels 3. Two sets of wooden templates 5 are set at the bottom of the secondary keels 4.

[0030] The main keel 3 is made of 14mm diameter steel scrap, and the secondary keel 4 is made of 40*90mm timber.

[0031] The main keel 3 is a 14mm diameter steel bar waste generated during the construction process. The steel bar is inserted into the side hole 2 of the aluminum formwork 1, with each end extending 50mm beyond the side hole of the aluminum formwork 1. One steel bar is arranged at a spacing of 200mm, serving as the main support structure to bear the load.

[0032] One of the aluminum templates 1 has a single support base 6 at both ends, and a fixed sleeve 7 is fixedly connected to the bottom of the single support base 6.

[0033] Single support bases 6 are set at both ends of aluminum template 1 to provide support fixing points, and fixing sleeves 7 fix support rods 8 to ensure support stability.

[0034] The fixed sleeve 7 has a support rod 8 inside, and one end of the support rod 8 is slidably connected to the support sleeve 9.

[0035] The support rod 8 is telescopic and adjustable to provide height support; the support sleeve 9 is slidably connected to the support rod 8 to achieve length adjustment.

[0036] The support sleeve 9 has a threaded hole on one side, and a threaded bolt 10 is threaded inside the threaded hole. The support rod 8 has a limiting hole that matches the threaded bolt 10 on one side.

[0037] The threaded bolt 10 locks the support rod 8 in position through the threaded hole and the limiting hole to prevent slippage.

[0038] Among them, the bottom surface of the aluminum formwork 1 is provided with a reinforced concrete floor slab 11, and a pin 12 is inserted into the side hole 2, with a pin piece 13 inserted into one end of the pin 12.

[0039] The reinforced concrete floor slab 11 serves as the building support foundation. The pin 12 is inserted into the side hole 2 to fix the position of the aluminum formwork 1. The pin piece 13 is inserted into one end of the pin 12 to prevent the pin 12 from falling off.

[0040] The top end of the support sleeve 9 is fixedly connected to a fixing plate 14, and the surface of the fixing plate 14 has four sets of mounting holes.

[0041] The fixing plate 14 fixes the support sleeve 9 and is installed and positioned through the mounting holes to enhance overall stability.

[0042] Working principle: During the installation of the core panel fixing device for the all-concrete exterior wall, the aluminum formwork 1 is adjusted according to the requirements of the aluminum-wood combination construction method and the thickness of the wooden formwork 5 during the detailed stage. The side holes 2 on the aluminum formwork 1 are adjusted. The wooden formwork 5 uses steel scrap as the main keel 3 and timber as the secondary keel 4. During the erection process, steel scrap used in the construction process is passed through the side holes 2 of the aluminum formwork 1 to serve as the main keel 3 for formwork support, according to the design spacing. Then, timber is laid on the main keel 3 according to the spacing requirements as the secondary keel 4 for formwork support. Finally, the wooden formwork 5 is laid on top of the secondary keel 4. After the main keel 3, secondary keel 4 and wooden formwork 5 of the aluminum-wood combination part are installed, it is ensured that the wooden formwork 5 and the aluminum formwork 1 are flush. By using aluminum formwork 1 to support the replacement of full-span scaffolding, the additional rental of steel pipes and fasteners is avoided, the turnover rate of aluminum formwork 1 is improved, the construction time is reduced, and the construction cost is reduced.

[0043] The above-described embodiments are only used to illustrate the technical solutions of this application, and are not intended to limit them. Although this application has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some of the technical features. Such modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of this application.

Claims

1. A fixing device for a core panel section of a fully concrete exterior wall, comprising several sets of aluminum formwork (1), characterized in that: The aluminum template (1) has several sets of side holes (2) on its surface. Several sets of main keels (3) pass through the inside of the side holes (2). Several sets of secondary keels (4) are provided at the bottom of the main keels (3). Two sets of wooden templates (5) are provided at the bottom of the secondary keels (4).

2. The fixing device for the core panel portion of a fully concrete exterior wall according to claim 1, characterized in that: The main keel (3) is made of steel scrap with a diameter of 14mm, and the secondary keel (4) is made of 40*90mm timber.

3. The fixing device for the core panel portion of a fully concrete exterior wall according to claim 1, characterized in that: One of the aluminum templates (1) is provided with a single support base (6) at both ends, and a fixed sleeve (7) is fixedly connected to the bottom of the single support base (6).

4. The fixing device for the core panel portion of a fully concrete exterior wall according to claim 3, characterized in that: The fixed sleeve (7) is fitted with a support rod (8), and one end of the support rod (8) is slidably connected to a support sleeve rod (9).

5. A fixing device for a core-panel section of a fully concrete exterior wall according to claim 4, characterized in that: The support sleeve (9) has a threaded hole on one side, and a threaded bolt (10) is threaded inside the threaded hole. The support rod (8) has a limiting hole that matches the threaded bolt (10) on one side.

6. The fixing device for the core panel portion of a fully concrete exterior wall according to claim 1, characterized in that: The bottom surface of the aluminum formwork (1) is provided with a reinforced concrete floor slab (11), and a pin (12) is inserted into the side hole (2), with a pin piece (13) inserted into one end of the pin (12).

7. A fixing device for a core-panel reinforced concrete exterior wall as described in claim 4, characterized in that, The top end of the support sleeve (9) is fixedly connected to a fixing plate (14), and the surface of the fixing plate (14) is provided with four sets of mounting holes.