Support-free top plate formwork supporting system suitable for small-clearance-section pipe gallery
By designing a support-free roof template support system in a small clearance section pipeline corridor, and using the side walls and keel structure of the pipe corridor to support the bamboo plyboard roof template, the problem of bracket erection caused by small clearance size and pipeline interference is solved, and the construction is realized Fast and stability.
Patent Information
- Application Number
- CN202420991531.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-09
- Publication Date
- 2024-12-20
- Estimated Expiration
- 2034-05-09
AI Technical Summary
In the small clearance cross-section pipeline corridor, due to the small clearance size and pipeline interference, it is difficult to set up the roof bracket, and the overall casting cannot be achieved. A quick formwork support system without a bracket is needed.
A supportless roof template support system including parallel pipe corridor side walls, main keel and secondary keel was designed. The main keel was supported by using the pipe corridor side walls, and the secondary keel and bamboo plyboard top template were laid on the top of the main keel. The main keel is positioned with a hole to avoid the problems of small clearance size and pipeline interference.
The support of the roof panel without brackets is achieved, which avoids the impact of small clearance size and pipeline interference, and is fast and convenient to construct, avoids the difficulty of erecting the brackets, and meets the roof panel casting needs of the small clearance section pipeline corridor.
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Figure CN222207227U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of formwork support systems, and in particular relates to a support-free top plate formwork support system suitable for a pipe gallery with a small clearance section. Background Art
[0002] Generally, design units involved in temporary pipeline relocation will consider the entry of pipelines into the corridor. Due to cost reasons, the corridor is usually small in size and has insufficient internal clearance. The corridor structure cannot be cast as a whole, so they can only construct the bottom plate and side walls first, and then cast the top plate after the pipelines enter the corridor.
[0003] The pouring of the top slab usually requires the erection of a scaffold, but the clear cross-sectional dimensions of the tunnel are small and there is pipeline interference, which makes the erection of the scaffold difficult.
[0004] Therefore, it is necessary to design a support system for the top plate formwork of a corridor with small clearance section, which can avoid the influence of small clearance section size and pipeline interference, and is quick and convenient to construct and suitable for corridors with small clearance section, so as to solve the current technical problems. Summary of the invention
[0005] In view of the deficiencies in the prior art, the utility model provides a bracket-free top plate formwork support system suitable for small clearance section corridors, which is quick and convenient to construct and avoids the influence of small clearance section size and pipeline interference.
[0006] The technical solution of the utility model is: it is suitable for a support-free top plate formwork support system of a pipe gallery with a small clearance section, comprising a plurality of parallel pipe gallery side walls, the tops of the pipe gallery side walls are evenly arranged with main keels perpendicular to them, the tops of the main keels are all arranged with secondary keels perpendicular to them, and the tops of the secondary keels are paved with top plate formwork.
[0007] A reserved hole matching the main keel is provided on the top of the side wall of the pipe gallery.
[0008] The reserved holes are circular holes with a diameter of 110 mm, and the spacing between the reserved holes is ≤200 mm.
[0009] The main keel and the secondary keel are square wood, channel steel or I-beam.
[0010] The main keel is a 100mm*100mm square wood, and the secondary keel is a 50mm*50mm square wood.
[0011] The distance between the secondary keels is ≤100mm.
[0012] The top plate template is bamboo plywood.
[0013] The top plate template is a bamboo plywood with a thickness of 12 mm.
[0014] The beneficial effects of the utility model are as follows: In the utility model, the main keel is supported by the side wall of the pipe gallery, and then the secondary keel and the top plate formwork are laid in sequence on the top of the main keel. The top plate formwork is supported in a bracket-free manner, avoiding the problem of difficulty in setting up brackets due to small clearance cross-sectional dimensions and pipeline interference, and the construction is quick and convenient. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 This is one of the structural schematic diagrams of the support system of the top plate formwork without support applicable to the small clearance section pipeline gallery in the utility model.
[0016] Figure 2 This is the second structural schematic diagram of the non-bracket top plate formwork support system suitable for a small clearance section pipeline gallery in the utility model.
[0017] Figure 3 This is the third structural schematic diagram of the support system of the non-bracket top plate formwork suitable for a pipe gallery with a small clearance section in the utility model. DETAILED DESCRIPTION
[0018] Various exemplary embodiments of the present invention will now be described in detail with reference to the accompanying drawings. The description of the exemplary embodiments is merely illustrative and is by no means intended to limit the present invention and its application or use. The present invention can be implemented in many different forms and is not limited to the embodiments described herein. These embodiments are provided to make the present invention thorough and complete and to fully express the scope of the present invention to those skilled in the art. It should be noted that unless otherwise specifically stated, the relative arrangement of the components and steps, the composition of the materials, the numerical expressions and the numerical values set forth in these embodiments should be interpreted as being merely exemplary and not as limiting.
[0019] The words "first", "second" and similar words used in the present invention do not indicate any order, quantity or importance, but are only used to distinguish different parts. The words "include" or "comprise" and similar words mean that the elements before the word include the elements listed after the word, and do not exclude the possibility of including other elements. "Up", "down", "left", "right" and the like are only used to indicate relative positional relationships. When the absolute position of the described object changes, the relative positional relationship may also change accordingly.
[0020] like Figures 1 to 3As shown, it is suitable for a support system for a roof formwork without a bracket of a pipe gallery with a small clearance section, including a plurality of parallel pipe gallery side walls 1, the top of which is evenly arranged with a main keel 2 perpendicular to it, the top of each main keel 2 is arranged with a secondary keel 3 perpendicular to it, and the top of the secondary keel 3 is laid with a roof formwork 4; in this embodiment, the main keel 2 is supported by the pipe gallery side wall 1, and then the secondary keel 3 and the roof formwork 4 are laid in sequence on the top of the main keel 2, and the roof formwork 4 is supported in a support-free manner, which avoids the problem of being affected by the small clearance section size and the difficulty in erecting the pipeline interference bracket, and the construction is quick and convenient.
[0021] In some embodiments, a reserved hole 11 matching the main keel 2 is opened at the top of the tunnel side wall 1, and the main keel 2 is inserted into the reserved hole 11 at the top of the tunnel side wall 1. The reserved hole 11 positions the main keel 2 and ensures the stability of the main keel 2 set on the top of the tunnel side wall 1.
[0022] As a specific implementation of the reserved holes 11 in the above embodiment, the reserved holes 11 are circular holes with a diameter of 110 mm, and the spacing between the reserved holes 11 is ≤200 mm.
[0023] In some embodiments, the main keel 2 and the secondary keel 3 are square timber, channel steel or I-beam, which can be selected according to the thickness of the cast top plate 5 during the construction process. The length of the main keel 2 is determined according to the cross-sectional size of the corridor.
[0024] In some embodiments, as a more specific implementation of the main keel 2 and the secondary keel 3, the main keel 2 is a 100mm*100mm square wood, and the secondary keel 3 is a 50mm*50mm square wood.
[0025] In some embodiments, the distance between the secondary keels 3 is ≤100 mm.
[0026] As a specific implementation of the top plate template 4, the top plate template 4 is a bamboo plywood; more specifically, the top plate template 4 is a bamboo plywood with a thickness of 12 mm.
[0027] The specific construction method for completing the pouring of the top plate 5 using the support-free top plate formwork support system applicable to the pipe gallery with a small clearance section in the above embodiment is as follows:
[0028] S1, after the pouring of the pipe gallery bottom plate and the pipe gallery side wall 1 is completed and the strength is completed, the reserved hole 11 on the top of the pipe gallery side wall 1 is cleaned;
[0029] S2, insert the main keel 2 into the reserved hole 11 of the side wall 1 of the pipe gallery and arrange them evenly;
[0030] S3, evenly distribute the secondary keels 3 on the main keel 2;
[0031] S4, after fixing the top plate formwork 4 on the secondary keel 3 and grinding and cleaning it, install the steel bars;
[0032] S5, pouring concrete, and observing the stability of the support system during the pouring process;
[0033] S6, after pouring is completed, cement mortar is used to seal the reserved holes 11 in the side wall.
[0034] So far, various embodiments of the present invention have been described in detail. In order to avoid obscuring the concept of the present invention, some details known in the art are not described. Based on the above description, those skilled in the art can fully understand how to implement the technical solution disclosed here.
[0035] The above-mentioned embodiments only express some implementation methods of the utility model, and the description is relatively specific and detailed, but it cannot be understood as limiting the scope of the utility model patent. It should be pointed out that for ordinary technicians in this field, several modifications and improvements can be made without departing from the concept of the utility model, which all belong to the protection scope of the utility model. Therefore, the protection scope of the utility model patent shall be based on the attached claims.
Claims
1. A support system for the top plate formwork without support for a pipe gallery with a small clearance section, characterized by: It comprises a plurality of parallel pipe gallery side walls, the tops of which are evenly arranged with main keels perpendicular thereto, the tops of the main keels are all arranged with secondary keels perpendicular thereto, and the tops of the secondary keels are paved with top plate templates.
2. The support system for the top plate formwork without support for a pipe gallery with a small clearance section according to claim 1 is characterized in that: A reserved hole matching the main keel is provided on the top of the side wall of the pipe gallery.
3. The support system for the top plate formwork without support for a pipe gallery with a small clearance section according to claim 2 is characterized in that: The reserved holes are circular holes with a diameter of 110 mm, and the spacing between the reserved holes is ≤200 mm.
4. The support system for the top plate formwork without support for a pipe gallery with a small clearance section according to claim 1 is characterized in that: The main keel and the secondary keel are square wood, channel steel or I-beam.
5. The support system for the top plate formwork without support for a pipe gallery with a small clearance section according to claim 4 is characterized in that: The main keel is a 100mm*100mm square wood, and the secondary keel is a 50mm*50mm square wood.
6. The support system for the top plate formwork without support for a pipe gallery with a small clearance section according to claim 1 is characterized in that: The distance between the secondary keels is ≤100mm.
7. The support system for the top plate formwork without support for a pipe gallery with a small clearance section according to claim 1 is characterized in that: The top plate template is bamboo plywood.
8. The support system for the top plate formwork without support for a pipe gallery with a small clearance section according to claim 7 is characterized in that: The top plate template is a bamboo plywood with a thickness of 12 mm.
