High-altitude large-span building corridor formwork
By designing a corridor support formwork including the main support beam structure and longitudinal beam, and fixing the cross beams with installation ends and positioning components, the problem of plugging overlong I-beams in high-altitude large-span building corridors is solved, and the construction difficulty is reduced.
Patent Information
- Application Number
- CN202421487164.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-27
- Publication Date
- 2025-04-29
- Estimated Expiration
- 2034-06-27
AI Technical Summary
When erecting high-altitude, large-span building corridors, excessively long I-beams are difficult to plug into the holes in the building, resulting in increased construction difficulty.
A corridor support formwork including a symmetrically distributed main support beam structure and a longitudinal beam is designed. By installing ends and positioning components, both ends of the beam are fixed in the installation ends for easy installation.
Through this supporting structure, the problem of excessively long beams being directly inserted into the hole slots on the building is avoided, and the construction difficulty is reduced.
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Figure CN222810441U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of corridor formwork, and in particular relates to a high-altitude large-span building corridor formwork. Background Art
[0002] Formwork is the installation of formwork, which is different from supporting formwork. Before the construction of formwork engineering, the formwork support system should be designed, calculated and the supporting nodes should be drawn. Common formworks include cushion formwork, tall formwork, rigid frame formwork, etc. With the development of the construction industry, there are more and more high-rise large buildings, and corridors between large-span buildings are also common buildings. When erecting corridors, corridor formwork is required for support.
[0003] The corridor formwork usually uses the main beam as the basic support. The main beam is usually a whole I-beam. During installation, the I-beam that is longer than the building span needs to be hoisted, and the two ends of the I-beam are respectively inserted into the corresponding holes on the building, and then the formwork is built based on this. Since the length of the I-beam is greater than the building span, it is difficult to plug and install during installation, which increases the difficulty of construction. Utility Model Content
[0004] The purpose of the utility model is to provide a formwork for a high-altitude large-span building corridor, which is convenient for installing beams and avoids the difficulty of installing excessively long beams that are directly inserted into holes and grooves on the building, so as to solve the problems raised in the above-mentioned background technology.
[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a formwork for a high-altitude large-span building corridor, comprising two symmetrically distributed main support beam structures and a number of evenly distributed longitudinal beams, wherein the main support beam structure is fixedly installed between two buildings, and the longitudinal beam is fixedly connected between the two main support beam structures, and the main support beam structure comprises a cross beam and a mounting end head, wherein there are two mounting ends, and the two mounting ends are respectively mounted on two buildings, and the two ends of the cross beam are respectively fixedly connected to the two mounting ends by bolts, and one end of the mounting end is fixedly connected to a positioning assembly by bolts.
[0006] Furthermore, both ends of the crossbeam are provided with a first through hole, and both ends of the bottom of the crossbeam are provided with symmetrically arranged slots.
[0007] Furthermore, the mounting end includes an I-beam column, one end of the I-beam column is fixedly connected to an end plate, one end of the end plate is fixedly connected to a U-shaped seat, a bolt for connecting the crossbeam is provided in the middle of the U-shaped seat, the bolt passes through the corresponding first through hole, and the middle of the I-beam column is provided with second through holes distributed equidistantly.
[0008] Furthermore, one end of the end plate is symmetrically fixedly connected with an extension plate, and the two extension plates are respectively fixedly welded to two sides of the I-beam column.
[0009] Furthermore, a clamping strip engaged with the clamping slot is fixedly connected to the bottom end of the inner wall of the U-shaped seat.
[0010] Furthermore, the positioning assembly includes a clamping sleeve, an I-shaped groove is provided in the middle of the clamping sleeve, the I-shaped beam is slidably connected inside the I-shaped groove, and an equidistantly distributed third through holes are provided in the middle of the clamping sleeve. A number of the third through holes are arranged in a one-to-one correspondence with a number of the second through holes, and bolts are penetrated inside each pair of corresponding second through holes and third through holes, and one end of the clamping sleeve is fixedly connected to a limiting plate.
[0011] Furthermore, one end of the ferrule is provided with a notch matched with the extension plate.
[0012] Compared with the prior art, the beneficial effects of the utility model are: one end of the mounting end is fixed to the mounting positioning assembly by bolts, so that the mounting end is fixedly installed on the building, and the beam is hoisted so that its two ends are respectively placed in the two mounting ends, which is convenient for installing the beam and avoids the difficulty of installing the excessively long beam by directly inserting it into the hole groove on the building. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] Figure 1 It is a three-dimensional structural schematic diagram of the utility model;
[0014] Figure 2 It is an exploded diagram of the main support beam structure of the utility model;
[0015] Figure 3 It is a three-dimensional structural schematic diagram of the positioning component of the utility model.
[0016] In the accompanying drawings, the components represented by the reference numerals are listed as follows:
[0017] 1. Main support beam structure; 11. Crossbeam; 111. First through hole; 112. Slot; 12. Mounting end; 121. I-beam column; 122. End plate; 123. Extension plate; 124. U-shaped seat; 125. Second through hole; 126. Clip strip; 13. Positioning assembly; 131. Clamping sleeve; 132. I-slot; 133. Third through hole; 134. Limiting plate; 135. Missing slot; 2. Longitudinal beam. DETAILED DESCRIPTION
[0018] In order to make the purpose and advantages of the utility model more clear, the utility model is specifically described in combination with the following embodiments. It should be understood that the following text is only used to describe one or several specific implementations of the utility model, and does not strictly limit the protection scope of the specific request of the utility model.
[0019] like Figure 1 and 2 As shown, a formwork for a high-altitude large-span building corridor includes two symmetrically distributed main support beam structures 1 and a number of evenly distributed longitudinal beams 2. The main support beam structure 1 is fixedly installed between two buildings, and the longitudinal beams 2 are fixedly connected between the two main support beam structures 1. The main support beam structure 1 includes a cross beam 11 and a mounting end 12. There are two mounting ends 12, and the two mounting ends 12 are respectively installed on the two buildings. The two ends of the cross beam 11 are respectively fixedly connected to the two mounting ends 12 by bolts, and one end of the mounting end 12 is fixedly connected to a positioning component 13 by bolts.
[0020] According to the above structure, during installation, the installation end 12 is first inserted into the corresponding empty groove opened on the building, and then the positioning component 13 is fixedly installed at one end of the installation end 12 by bolts, so that the installation end 12 is fixedly installed on the building. After the two installation ends 12 are fixedly installed, the beam 11 is hoisted up, and the two ends of the beam 11 are respectively placed in the two installation ends 12, which is convenient for installing the beam 11 and avoids the excessively long beam 11 being directly inserted into the hole groove on the building and difficult to install.
[0021] like Figure 2 As shown, first through holes 111 are provided at both ends of the crossbeam 11 , and symmetrically arranged slots 112 are provided at both ends of the bottom of the crossbeam 11 .
[0022] According to the above structure, when the cross beam 11 is connected to the mounting end 12, the clamping groove 112 is clamped with the mounting end 12 to improve the stability of the installation.
[0023] like Figure 2 and 3 As shown, the mounting end 12 includes an I-beam column 121, one end of the I-beam column 121 is fixedly connected to an end plate 122, one end of the end plate 122 is fixedly connected to a U-shaped seat 124, a bolt for connecting the crossbeam 11 is provided in the middle of the U-shaped seat 124, the bolt passes through the corresponding first through hole 111, and an equidistantly distributed second through holes 125 are provided in the middle of the I-beam column 121, one end of the end plate 122 is symmetrically fixedly connected to an extension plate 123, the two extension plates 123 are respectively fixedly welded to both sides of the I-beam column 121, and the bottom end of the inner wall of the U-shaped seat 124 is fixedly connected to a clamping strip 126 that engages with the clamping slot 112.
[0024] According to the above structure, when installing the installation end 12, the I-beam column 121 is passed through the corresponding hole groove on the building, and the end plate 122 plays a limiting role to prevent the U-shaped seat 124 from shrinking into the building. When installing the crossbeam 11, one end of the crossbeam 11 is placed inside the U-shaped seat 124, and the slot 112 at the bottom of the crossbeam 11 is engaged with the clip 126 inside the U-shaped seat 124, thereby preventing the crossbeam 11 from moving left and right. After the clip 126 is inserted into the corresponding slot 112, the crossbeam 11 is fixedly connected to the U-shaped seat 124 by bolts to prevent the crossbeam 11 from moving upward.
[0025] like Figure 2 and 3 As shown, the positioning assembly 13 includes a sleeve 131, an I-shaped groove 132 is provided in the middle of the sleeve 131, the I-shaped beam 121 is slidably connected inside the I-shaped groove 132, and an equidistantly distributed third through holes 133 are provided in the middle of the sleeve 131. A plurality of third through holes 133 are arranged in one-to-one correspondence with a plurality of second through holes 125, and bolts are penetrated inside each pair of corresponding second through holes 125 and third through holes 133. One end of the sleeve 131 is fixedly connected to a limiting plate 134, and one end of the sleeve 131 is provided with a notch 135 matching the extension plate 123.
[0026] According to the above structure, after the I-beam 121 is inserted into place, the sleeve 131 is slid onto the I-beam 121, the limit plate 134 is against the inner wall of the building, and the I-beam 121 is fixedly connected to the inside of the I-groove 132 by bolts, thereby preventing the I-beam 121 from moving.
[0027] The working principle of the utility model is as follows: during installation, the installation end 12 is first inserted into the corresponding empty slot opened on the building, and then the positioning assembly 13 is fixedly installed at one end of the installation end 12 by bolts, so that the installation end 12 is fixedly installed on the building. After the two installation ends 12 are fixedly installed, the cross beam 11 is hoisted up, and the two ends of the cross beam 11 are respectively placed in the two installation ends 12, which is convenient for installing the cross beam 11 and avoids the overlong cross beam 11 being directly inserted into the hole groove on the building and difficult to install. When installing the installation end 12, the I-beam column 121 is passed through the corresponding hole groove on the building, and the end plate 122 plays a role of limiting, avoiding the U-shaped seat 1 24 is retracted into the building. When installing the cross beam 11, one end of the cross beam 11 is placed inside the U-shaped seat 124, and the slot 112 at the bottom of the cross beam 11 is engaged with the clip 126 inside the U-shaped seat 124, so as to prevent the cross beam 11 from moving left and right. After the clip 126 is inserted into the corresponding slot 112, the cross beam 11 is fixedly connected to the U-shaped seat 124 by bolts to prevent the cross beam 11 from moving upward. After the I-beam column 121 is inserted into place, the clip 131 is slid onto the I-beam column 121, and the limit plate 134 is against the inner wall of the building. The I-beam column 121 is fixedly connected to the inside of the I-slot 132 by bolts to prevent the I-beam column 121 from moving.
[0028] The above is only a preferred embodiment of the present invention. It should be noted that, for ordinary technicians in the technical field, several improvements and modifications can be made without departing from the principle of the present invention, and these improvements and modifications should also be regarded as the protection scope of the present invention. The structures, devices and operating methods not specifically described and explained in the present invention shall be implemented according to the conventional means in the field unless otherwise specified and limited.
Claims
1. A formwork for a high-altitude large-span building corridor, comprising two symmetrically distributed main support beam structures (1) and a plurality of evenly distributed longitudinal beams (2), characterized in that: The main support beam structure (1) is fixedly installed between two buildings, and the longitudinal beam (2) is fixedly connected between the two main support beam structures (1). The main support beam structure (1) comprises a cross beam (11) and a mounting end (12). There are two mounting ends (12), and the two mounting ends (12) are respectively installed on the two buildings. The two ends of the cross beam (11) are respectively fixedly connected to the two mounting ends (12) by bolts, and one end of the mounting end (12) is fixedly connected to a positioning assembly (13) by bolts.
2. The high-altitude large-span building corridor formwork according to claim 1 is characterized by: Both ends of the crossbeam (11) are provided with first through holes (111), and both ends of the bottom of the crossbeam (11) are provided with symmetrically arranged clamping grooves (112).
3. The high-altitude large-span building corridor formwork according to claim 2 is characterized by: The mounting end head (12) comprises an I-beam column (121), one end of the I-beam column (121) is fixedly connected to an end plate (122), one end of the end plate (122) is fixedly connected to a U-shaped seat (124), a bolt for connecting to the crossbeam (11) is arranged in the middle of the U-shaped seat (124), the bolt passes through the corresponding first through hole (111), and the middle of the I-beam column (121) is provided with second through holes (125) distributed at equal intervals.
4. The high-altitude large-span building corridor formwork according to claim 3 is characterized by: One end of the end plate (122) is symmetrically fixedly connected to an extension plate (123), and the two extension plates (123) are respectively fixedly welded to two sides of the I-beam column (121).
5. The high-altitude large-span building corridor formwork according to claim 4 is characterized by: A clamping strip (126) that engages with the clamping slot (112) is fixedly connected to the bottom end of the inner wall of the U-shaped seat (124).
6. The high-altitude large-span building corridor formwork according to claim 5 is characterized by: The positioning assembly (13) comprises a clamping sleeve (131), an I-shaped groove (132) is arranged in the middle of the clamping sleeve (131), the I-shaped beam column (121) is slidably connected inside the I-shaped groove (132), and a third through hole (133) distributed equidistantly is arranged in the middle of the clamping sleeve (131), a plurality of the third through holes (133) and a plurality of the second through holes (125) are arranged in a one-to-one correspondence, and a bolt is arranged through each pair of the corresponding second through holes (125) and the third through hole (133), and one end of the clamping sleeve (131) is fixedly connected to a limiting plate (134).
7. The high-altitude large-span building corridor formwork according to claim 6 is characterized by: One end of the clamping sleeve (131) is provided with a notch (135) that matches the extension plate (123).