Beam and slab integrated lead screw vertical rod
By designing beam-plate-integrated wire rod vertical rod, the number and weight of accessories are simplified, the problem of complex and heavy structure of traditional support vertical rod is solved, and efficient construction and forming effects are achieved.
Patent Information
- Application Number
- CN202422320890.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-23
- Publication Date
- 2025-08-19
- Estimated Expiration
- 2034-09-23
AI Technical Summary
In existing construction, the traditional support pole structure is complex, has many materials, is heavy, is cumbersome to install and dismantle, and it is difficult to ensure the precise correction and molding quality of the beam structure.
A beam-plate-in-one wire rod vertical rod is designed, including a vertical rod, a wire-out buckle plate and a wire-out top support. Through an integrated design, the number of accessories is simplified, and the use of threaded connections is used to reduce weight and improve the convenience of use.
It greatly simplifies the number of accessories, reduces product weight and difficulty in use, reduces production and use costs, and improves construction efficiency and molding quality.
Smart Images
Figure CN223241071U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the field of formwork engineering material accessories in building construction, and specifically to a beam-slab combined wire rod and vertical rod. Background Art
[0002] Before pouring beams and floors, it is necessary to first build beam and slab formwork for bearing and supporting concrete. The commonly used support posts are mainly composed of Ф48 steel pipes, wheel buckles, sleeve buckles and disc buckle support posts. The support structures required for beams of different positions, functions and sizes and floor formworks of different height differences are also different. Therefore, it is necessary to build a beam and slab support system according to the support structures of different support posts, which can not only ensure that different support structures can complete their own functions, but also enable different support structures to be connected and coordinated with each other. There are two main ways to build traditional wooden formwork. The first one is used in most construction sites. Φ48 steel pipes and cross fasteners are used as the main keel of the beam. Long steel pipes are used parallel to the bottom of the beam and fixed to the plate support poles on both sides of the bottom of the beam. Then the wooden secondary keels at the bottom of the beam are placed on the Φ48 steel pipe main keels on both sides. Then, the fixed beam bottom formwork is placed on the wooden secondary keels, commonly known as soft beam bottom; the other method, commonly known as hard beam bottom, is to use Φ48 steel pipes and cross fasteners of about 1.3 meters on the site, and fix the vertical beam bottom to the plate support poles on both sides of the beam bottom. Then, the beam bottom formwork is connected to the wooden squares of about 3 meters long with parallel nails, and then placed vertically to the Φ48 circle. On the main keel, due to the limited bearing capacity of the Φ48 round tube, and the fact that most of the Φ48 round tubes currently in use have been in use for more than 5 years, the bearing capacity has been greatly reduced due to factors such as natural rust. The biggest problem is that it is extremely difficult to fix the Φ48 round tubes at the same level using fasteners. A height error of 3 to 5 mm between fasteners is very common. In order to ensure the supporting force of the fasteners, when the beam cross-section exceeds 0.1 m2, anti-slip fasteners need to be added under each fixed fastener. As a result, the beam structure cannot be corrected or adjusted during and after the concrete pouring process, which makes construction more difficult, and it is difficult for the formed concrete structure to achieve the quality of being free of plastering.
[0003] In the construction of industrial plants, traditional double-joist main keel structures are also used. According to the spacing between the disc buckle posts on both sides of the beam, a 1650mm or 1350mm long lower joist is selected. The lower joist is composed of two upper and lower horizontal pieces with a width of 30mm, a middle vertical piece with a thickness of about 5mm and a height of 80mm. It is connected and fixed with two sets of limit tubes and screw assemblies. Although its vertical bearing capacity is very good, its lateral bearing capacity and torsional force are relatively poor. Moreover, since the lower joist is placed on the disc buckle posts supporting the plates on both sides of the beam, the lower joist will extend out of the supporting posts by 50 to 400mm from the disc buckle posts with a spacing of 400 to 900mm from the bottom of the beam. This will affect the main and secondary keels of the floor formwork when the floor formwork is dismantled. When materials fall, they are easy to collide and damage each other; the upper supporting beam is composed of 2 wooden squares or square tubes, and the two ends of the upper supporting beam are placed on the U-shaped top supports on both sides of the bottom of the beam, and the U-shaped top supports are inserted into the 350mm long disc buckle extension section of the lower supporting beam. The U-shaped top supports are adjusted to meet the beam elevation requirements of the upper supporting beam. If the beam cross-section is more than 0.16㎡, it is necessary to insert another 350mm disc buckle extension on the 350mm disc buckle extension section that is inserted into the lower end beam, and connect the top support extension section with a horizontal tie rod, and then insert the U-shaped top support to adjust the support of the upper supporting beam; that is, although the traditional double-support beam has sufficient supporting force, it uses a lot of materials and has a total weight of 23 to 30kg. In addition, the installation, dismantling and adjustment are cumbersome, labor-intensive, and time-consuming. Utility Model Content
[0004] In response to the shortcomings of the existing technology, this application provides a beam-slab combined wire rod vertical pole, which can greatly simplify the number of product accessories and achieve integrated accessories. It can also effectively reduce the difficulty of using the product, while reducing the weight of the product, greatly reducing the production and use costs of the product, and effectively promoting the development and progress of the industry.
[0005] A beam-slab integrated wire rod vertical pole comprises a vertical pole, a threaded collar and a threaded top support arranged on the vertical pole; the vertical pole consists of a vertical pole body, a connecting pipe arranged at the bottom end of the vertical pole body, and a wire rod body arranged at the top end of the vertical pole body.
[0006] Preferably, the upright body is further provided with a fixing plate buckle plate which is integral with the upright body.
[0007] Furthermore, the threaded buckle plate consists of a circular buckle plate body, a buckle plate threaded hole that is coaxial with the buckle plate body and passes through the buckle plate body, four buckle plate diagonal tie rod connection fixing ports evenly arranged on the buckle plate body around the buckle plate threaded hole, and four buckle plate transverse tie rod connection fixing holes evenly arranged on the buckle plate body around the buckle plate threaded hole.
[0008] Preferably, a thread matching the screw rod body is provided on the side wall of the threaded hole of the buckle plate.
[0009] Furthermore, the threaded support is composed of a tray, a sleeve coaxial with the tray and arranged at the bottom of the tray, a number of reinforcing plates arranged on the outer wall of the sleeve and against the lower side of the tray, and a support threaded hole coaxial with the tray and passing through both the tray and the sleeve.
[0010] Preferably, a thread matching the screw rod body is provided on the side wall of the supporting threaded hole.
[0011] Preferably, four jacking weight reduction holes are provided on the pallet, and the four jacking weight reduction holes are evenly arranged on the pallet around the jacking threaded hole.
[0012] Preferably, four jacking weight reduction holes 2 are provided on the pallet, and the four jacking weight reduction holes 2 are evenly arranged on the pallet around the jacking threaded hole.
[0013] Compared with the prior art, the embodiments of the present application have the following beneficial effects:
[0014] The utility model can greatly simplify the number of accessories of the product and achieve integration of accessories, and can also effectively reduce the difficulty of using the product. At the same time, it can reduce the weight of the product, greatly reduce the production and use costs of the product, and effectively promote the development and progress of the industry.
[0015] Some additional features of the present application may be described in the following description. Some additional features of the present application will be apparent to those skilled in the art from an inspection of the following description and accompanying drawings, or from a thorough understanding of the production or operation of the embodiments. The features disclosed in this application may be realized and achieved through the practice or use of the various methods, means, and combinations of the specific embodiments described below. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] The drawings described herein are used to provide a further understanding of the present application and constitute a part of the present application. The exemplary embodiments of the present application and their descriptions are used to explain the present application and do not constitute a limitation of the present application. In each figure, the same reference numerals represent the same components.
[0017] Figure 1 It is a structural diagram of the present utility model.
[0018] Figure 2 It is a structural schematic diagram of the threaded buckle of the utility model.
[0019] Figure 3 It is a structural schematic diagram of the threaded jacking support of the utility model.
[0020] Figure 4 This is a schematic diagram of the use state of the utility model.
[0021] Explanation of the reference numerals: 100, vertical pole; 101, connecting tube; 102, vertical pole body; 103, fixing disc; 104, screw rod body; 200, threaded disc; 201, disc body; 202, disc threaded hole; 203, disc diagonal rod connecting fixed opening; 204, disc transverse rod connecting fixed hole; 300, threaded top support; 301, tray; 302, sleeve; 303, reinforcement plate; 304, top support threaded hole; 305, top support weight reduction hole one; 306, top support weight reduction hole two. DETAILED DESCRIPTION
[0022] In order to enable those skilled in the art to better understand the present invention, the following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments in the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts should fall within the scope of protection of this application.
[0023] It should be noted that, if the description and claims of the present application and the above-mentioned drawings relate to the terms "first", "second", etc., they are used to distinguish similar objects and are not necessarily used to describe a specific order or precedence. It should be understood that the data used in this way can be interchanged where appropriate, so that the embodiments of the present application described herein. In addition, if the terms "including" and "having" and any of their variations are involved, it is intended to cover non-exclusive inclusions, for example, a process, method, system, product or device that includes a series of steps or units is not necessarily limited to those steps or units clearly listed, but may include other steps or units that are not clearly listed or inherent to these processes, methods, products or devices.
[0024] In this application, when terms such as "upper," "lower," "left," "right," "front," "back," "top," "bottom," "inside," "outside," "center," "vertical," "horizontal," "transverse," and "longitudinal" are used, the orientations or positional relationships they indicate are based on the orientations or positional relationships shown in the accompanying drawings. These terms are primarily intended to better describe this application and its embodiments and are not intended to limit the devices, elements, or components indicated to having a specific orientation, or to being constructed or operated in a specific orientation.
[0025] Furthermore, some of the above terms may be used to express other meanings besides indicating a position or location. For example, the term "on" may also be used to indicate a dependency or connection in certain circumstances. Those skilled in the art will understand the specific meanings of these terms in this application based on the specific circumstances.
[0026] Furthermore, in this application, the terms "installed," "disposed," "provided with," "connected," "connected," and "socketed" should be interpreted broadly. For example, they can refer to fixed connections, removable connections, or integral structures; mechanical connections or electrical connections; direct connections, indirect connections through an intermediary, or internal communication between two devices, elements, or components. Those skilled in the art will understand the specific meanings of these terms in this application based on the specific circumstances.
[0027] It should be noted that, in the absence of conflict, the embodiments and features of the embodiments in this application can be combined with each other. The present application will be described in detail below with reference to the accompanying drawings and in combination with the embodiments.
[0028] Example 1
[0029] like Figure 1 As shown, a beam-slab combined wire rod vertical pole includes a vertical pole 100, and a wire mouth buckle plate 200 and a wire mouth top support 300 arranged on the vertical pole 100; the vertical pole 100 is composed of a vertical pole body 102, a connecting pipe 101 arranged at the bottom end of the vertical pole body 102, and a wire rod body 104 arranged at the top end of the vertical pole body 102.
[0030] The structure of the vertical pole is an existing structure, and a top support can be set at its upper end and a fixing seat can be set at its lower end. Those skilled in the art can complete its configuration and use without creative labor, so it will not be described in detail here. As the optimal choice, the overall length of the vertical pole is 2390mm.
[0031] The vertical pole body 102 is further provided with a fixing plate 103 which is fixed to the vertical pole body 102 as a whole.
[0032] like Figure 2 As shown, the threaded buckle plate 200 consists of a circular buckle plate body 201, a buckle plate threaded hole 202 coaxial with the buckle plate body 201 and passing through the buckle plate body 201, four buckle plate diagonal rod connection fixing openings 203 evenly arranged on the buckle plate body 201 around the buckle plate threaded hole 202, and four buckle plate transverse rod connection fixing holes 204 evenly arranged on the buckle plate body 201 around the buckle plate threaded hole 202.
[0033] The main function of the fixing hole for connecting the diagonal brace of the plate mouth plate and the fixing hole for connecting the transverse brace of the plate buckle plate is to provide a fixed position for the diagonal brace and the transverse brace at the corresponding height according to actual needs, so that different supporting vertical poles can be fixed into an integral frame through the diagonal brace and the transverse brace, effectively improving the integrity of the product.
[0034] The side wall of the buckle plate threaded hole 202 is provided with a thread that matches the screw rod body 104.
[0035] like Figure 3 As shown, the threaded support 300 consists of a tray 301, a sleeve 302 coaxial with the tray 301 and arranged at the bottom of the tray 301, a plurality of reinforcing plates 303 arranged on the outer wall of the sleeve 302 and against the lower side of the tray 301, and a support threaded hole 304 coaxial with the tray 301 and passing through both the tray 301 and the sleeve 302.
[0036] The side wall of the supporting threaded hole 304 is provided with a thread that matches the screw rod body 104 .
[0037] The tray 301 is provided with four supporting weight-reducing holes 305 , and the four supporting weight-reducing holes 305 are evenly arranged on the tray 301 around the supporting threaded hole 304 .
[0038] A top support and weight reduction hole is set on the pallet, so that the product can effectively replace the threaded buckle plate as the fixed end of the horizontal tie rod when needed, further improving the versatility of the parts.
[0039] Four second supporting weight-reducing holes 306 are provided on the tray 301 , and the four second supporting weight-reducing holes 306 are evenly arranged on the tray 301 around the supporting threaded hole 304 .
[0040] Because the main structure of the threaded buckle plate and the threaded top support is basically the same, the weight of the threaded buckle plate and the threaded top support can be further reduced without affecting the overall strength of the threaded buckle plate and the threaded top support. Although the weight reduction of each threaded buckle plate and the threaded top support is not particularly significant, when combined with the thousands of threaded buckle plates on the construction site, the total weight of the entire frame system can be greatly reduced, thereby significantly reducing the production, transportation and use costs of the product.
[0041] When using, such as Figure 4 As shown, rotate the threaded top support to the corresponding height, then place the main keel on the upper side of the threaded top support, and finally fix the main keel on the screw rod body.
[0042] It should be noted that all features disclosed in this specification, or steps in all methods or processes disclosed, except for mutually exclusive features and / or steps, can be combined in any manner.
[0043] In addition, the above-mentioned specific embodiments are merely illustrative. Those skilled in the art may devise various solutions based on the disclosure of this utility model, and such solutions fall within the scope of disclosure and the scope of protection of this utility model. Those skilled in the art should understand that the specification and drawings of this utility model are illustrative and do not constitute limitations of the claims. The scope of protection of this utility model is defined by the claims and their equivalents.
Claims
1. A beam-slab integrated wire rod vertical rod, characterized in that: The utility model comprises a vertical pole (100), a threaded buckle plate (200) and a threaded top support (300) arranged on the vertical pole (100); the vertical pole (100) is composed of a vertical pole body (102), a connecting pipe (101) arranged at the bottom end of the vertical pole body (102), and a threaded rod body (104) arranged at the top end of the vertical pole body (102).
2. The beam-slab integrated wire rod vertical rod according to claim 1, characterized in that: The vertical pole body (102) is also provided with a fixing plate buckle plate (103) which is fixed as one body with the vertical pole body (102).
3. The beam-slab integrated wire rod vertical rod according to claim 2, characterized in that: The threaded buckle plate (200) comprises a circular buckle plate body (201), a buckle plate threaded hole (202) coaxial with the buckle plate body (201) and penetrating the buckle plate body (201), four buckle plate inclined tie rod connection fixing openings (203) uniformly arranged on the buckle plate body (201) around the buckle plate threaded hole (202), and four buckle plate transverse tie rod connection fixing holes (204) uniformly arranged on the buckle plate body (201) around the buckle plate threaded hole (202).
4. The beam-slab integrated wire rod vertical rod according to claim 3, characterized in that: The side wall of the buckle plate threaded hole (202) is provided with a thread that matches the screw rod body (104).
5. The beam-slab integrated wire rod vertical rod according to claim 4, characterized in that: The threaded support (300) is composed of a tray (301), a sleeve (302) coaxial with the tray (301) and arranged at the bottom of the tray (301), a plurality of reinforcing plates (303) arranged on the outer side wall of the sleeve (302) and abutting against the lower side of the tray (301), and a support threaded hole (304) coaxial with the tray (301) and penetrating the tray (301) and the sleeve (302).
6. The beam-slab integrated wire rod vertical rod according to claim 5, characterized in that: The side wall of the supporting threaded hole (304) is provided with a thread that matches the screw rod body (104).
7. The beam-slab integrated wire rod vertical rod according to claim 6, characterized in that: The tray (301) is provided with four supporting weight-reducing holes (305), and the four supporting weight-reducing holes (305) are evenly arranged on the tray (301) around the supporting threaded hole (304).
8. The beam-slab integrated wire rod vertical rod according to claim 7, characterized in that: Four second jacking and weight-reducing holes (306) are provided on the tray (301), and the four second jacking and weight-reducing holes (306) are evenly arranged on the tray (301) around the jacking threaded hole (304).