Sewage pipeline concrete foundation template supporting structure

Abstract

The utility model discloses a sewage pipeline concrete foundation template supporting structure, which belongs to the technical field of building construction, and adopts the technical scheme that the sewage pipeline concrete foundation template supporting structure comprises a vertical rod capable of penetrating through upper and lower corresponding mounting holes of a template frame, and a horizontal rod is vertically arranged at the upper end of the vertical rod and positioned on the outer side of the upper part of a template; an inclined rod inclined to the horizontal rod is arranged at the tail end of the horizontal rod, an inner sleeve with the bottom sealed is fixedly arranged on the vertical rod and located above the horizontal rod, the periphery of the inner sleeve is concentrically sleeved with an outer sleeve with the top sealed, and the outer sleeve and the inner sleeve are connected through a spring. A hook is arranged on the top of the outer sleeve, and an opening of the hook faces the prefabricated sleeper beam. The lower ends of the inclined rods and the lower ends of the vertical rods abut against the ground or are inserted into the ground at the same time. The steel wire penetrates through a preformed hole in the prefabricated sleeper beam, and the two ends of the steel wire are hung on the hooks. The sewage pipeline concrete foundation formwork supporting structure has the advantage that the sewage pipeline concrete foundation formwork supporting structure is provided.

Description

Technical Field

[0001] The utility model belongs to the technical field of building construction, and in particular relates to a sewage pipe concrete foundation template support structure. Background Art

[0002] During the construction of sewage pipes, for sewage pipes with large diameters, it is necessary to set a prefabricated concrete pillow beam at the bottom to ensure that it will not shift or sink during use. After the sewage pipe is installed on the pillow beam, it is necessary to pour a concrete foundation on the outside and above the pillow beam to form a whole with the prefabricated pillow beam, which together provide stable support for the sewage pipe and effectively disperse the load borne by the sewage pipe in the later stage, thereby ensuring the normal operation of the pipeline. During the pouring of the concrete foundation, it is necessary to install a formwork on the outside of the pillow beam. At present, the support for the formwork is generally only provided on the outside of the formwork. Since the prefabricated pillow beam has a reserved hole for hoisting, the present application provides a sewage pipe concrete foundation formwork support structure that can support the formwork with the help of the reserved holes. Utility Model Content

[0003] The purpose of the utility model is to provide a sewage pipe concrete foundation template support structure.

[0004] The utility model is realized through the following measures: a sewage pipe concrete foundation formwork support structure, characterized in that it comprises a vertical pole capable of penetrating corresponding upper and lower mounting holes of a formwork frame, a horizontal pole is vertically arranged on the upper end of the vertical pole and located above the outer side of the formwork, an oblique pole inclined to the horizontal pole is arranged at the end of the horizontal pole, an inner sleeve with a bottom seal is fixedly arranged on the vertical pole and located above the horizontal pole, an outer sleeve with a top seal is concentrically sleeved on the periphery of the inner sleeve, the outer sleeve and the inner sleeve are connected by a spring, a hook is arranged on the top of the outer sleeve, and the opening of the hook faces the prefabricated bolster;

[0005] The lower ends of the oblique rods and the vertical rods are simultaneously against the ground or inserted into the ground;

[0006] It also includes a steel wire that passes through a reserved hole on the prefabricated bolster, and both ends of the steel wire are hung on the hooks.

[0007] Also includes a connecting piece for fixing the vertical pole;

[0008] The connecting member includes a U-shaped plate and a wedge block, the U-shaped plate includes an upper side plate, a lower side plate and an end plate, and both side plates are provided with a limiting hole that cooperates with the vertical pole;

[0009] The U-shaped plate is sleeved on the vertical rod, and the lower end surface of the upper side plate is against the frame of the template, the lower side plate is located below the frame, and the wedge block is located between the end plate and the template. The contact surface of the wedge block with the template is a flat surface, and the contact surface with the end plate is an inclined surface.

[0010] Both side panels are provided with a notch connected to the limiting hole, and the size of the notch is slightly larger than the outer diameter of the vertical pole.

[0011] The lower ends of the oblique rods and the vertical rods are both provided with spike structures.

[0012] How to use:

[0013] Place the formwork on the outside of the precast bolster, with the inner wall of the formwork in contact with the precast bolster. Insert the lower ends of the vertical rods through the corresponding mounting holes in the upper and lower parts of the formwork frame until the vertical rods and diagonal rods are both against or inserted into the ground. Then, pass the steel wire through the precast bolster holes and tighten the ends to hang it on the hooks. The diagonal rods and wire now form an internal support structure that effectively supports the formwork.

[0014] When there is a connecting piece, the vertical pole also needs to pass through the limiting hole on the U-shaped plate. After the position of the diagonal rod and the vertical pole is fixed, the wedge block is knocked into the space between the end plate and the template. The wedge block moves along the inclined surface, and the pressure generated will tighten the vertical pole through the limiting hole.

[0015] In addition, after the pouring is completed, the outer sleeve is pressed and the hook is moved downward, which can facilitate the steel wire to be separated from the hook, and the steel wire can be directly poured into the concrete foundation.

[0016] The beneficial effect brought about by the technical solution provided by the embodiment of the present utility model is that the formwork can be supported by means of the reserved holes on the bolster, and the internal and external support of the formwork is achieved through the external diagonal rods. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the technical solution of the present invention, a brief introduction will be given below to the drawings used in the embodiments. Obviously, the drawings listed below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

[0018] Figure 1 This is a schematic diagram of the overall structure of an embodiment of the utility model;

[0019] Figure 2 yes Figure 1 A partial enlarged view of point A in the middle;

[0020] Figure 3 is with Figure 1 Schematic diagram of the overall structure at different angles;

[0021] Figure 4 This is a partial structural diagram of an embodiment of the utility model (the outer sleeve is cut open);

[0022] Figure 5It is a structural schematic diagram of a U-shaped plate in an embodiment of the present utility model.

[0023] In the accompanying drawings, the list of components represented by each number is as follows: 1. Template; 2. Vertical pole; 3. Horizontal pole; 4. Diagonal pole; 5. Inner sleeve; 6. Outer sleeve; 7. Hook; 8. Connector; 9. Prefabricated sleeper beam; 10. Spring; 101. Frame; 102. Mounting hole; 801. U-shaped plate; 802. Wedge; 80101. Upper side plate; 80102. End plate; 80103. Lower side plate; 80104. Limit hole; 901. Reserved hole. DETAILED DESCRIPTION

[0024] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with the embodiments. Of course, the specific embodiments described here are only used to explain the present invention and are not intended to limit the present invention.

[0025] See also Figure 1-Figure 5 A support structure for a sewage pipe concrete foundation formwork 1 is characterized in that it comprises a vertical pole 2 capable of passing through corresponding mounting holes 102 above and below the frame 101 of the formwork 1, a horizontal pole 3 is vertically arranged on the upper end of the vertical pole 2 and located above the outer side of the formwork 1, an oblique pole 4 inclined to the horizontal pole 3 is arranged at the end of the horizontal pole 3, an inner sleeve 5 with a bottom seal is fixedly arranged on the vertical pole 2 and located above the horizontal pole 3, an outer sleeve 6 with a top seal is concentrically sleeved on the periphery of the inner sleeve 5, the outer sleeve 6 and the inner sleeve 5 are connected by a spring 10, a hook 7 is arranged on the top of the outer sleeve 6, and the opening of the hook 7 faces the prefabricated bolster 9;

[0026] The lower ends of the diagonal rod 4 and the vertical rod 2 are both against the ground or inserted into the ground;

[0027] It also includes a steel wire that passes through the reserved holes on the prefabricated bolster 9, and both ends of the steel wire are hung on the hooks 7.

[0028] Also includes a connecting member 8 for fixing the upright pole 2;

[0029] The connecting member 8 includes a U-shaped plate 801 and a wedge block 802. The U-shaped plate 801 includes an upper side plate, a lower side plate and an end plate. Both side plates are provided with limiting holes that cooperate with the upright pole 2.

[0030] The U-shaped plate 801 is sleeved on the vertical rod 2, with the lower end surface of the upper side plate resting on the frame 101 of the template 1, the lower side plate is located below the frame 101, and the wedge block 802 is located between the end plate and the template 1. The contact surface of the wedge block 802 with the template 1 is flat, and the contact surface with the end plate is an inclined surface.

[0031] Both side panels are provided with a notch connected to the limiting hole, and the size of the notch is slightly larger than the outer diameter of the vertical pole 2.

[0032] The lower ends of the oblique rod 4 and the vertical rod 2 are both provided with spike structures.

[0033] How to use:

[0034] Place the formwork 1 on the outside of the precast bolster 9, with the inner wall of the formwork 1 in contact with the precast bolster 9. Insert the lower ends of the vertical rods 2 through the corresponding mounting holes 102 in the frame 101 of the formwork 1 until the vertical rods 2 and the diagonal rods 4 are both against or inserted into the ground. Then, pass the steel wire through the reserved holes in the precast bolster 9 and tighten the ends to hang it on the hooks. The diagonal rods 4 and the steel wire now form an internal support that effectively supports the formwork 1.

[0035] When there is a connecting piece 8, the vertical rod 2 also needs to pass through the limiting hole on the U-shaped plate 801. After the position of the diagonal rod 4 and the vertical rod 2 is fixed, the wedge block 802 is knocked into the space between the end plate and the template 1. The wedge block 802 moves along the inclined surface, and the pressure generated will tighten the vertical rod 2 through the limiting hole.

[0036] In addition, after pouring is completed, the outer sleeve 6 is pressed and the hook 7 is moved downward, which can facilitate the steel wire to be separated from the hook 7 and the steel wire can be directly poured into the concrete foundation.

[0037] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A sewage pipe concrete foundation formwork support structure, characterized in that: It comprises a vertical pole capable of passing through corresponding mounting holes at the upper and lower ends of the template, a horizontal pole is vertically provided on the upper end of the vertical pole and located above the template, an oblique pole inclined to the horizontal pole is provided at the end of the horizontal pole, an inner sleeve with a bottom seal is fixedly provided on the vertical pole and located above the horizontal pole, an outer sleeve with a top seal is concentrically sleeved on the periphery of the inner sleeve, the outer sleeve and the inner sleeve are connected by a spring, a hook is provided on the top of the outer sleeve, and the opening of the hook faces the prefabricated bolster; The lower ends of the oblique rods and the vertical rods are simultaneously against the ground or inserted into the ground; It also includes a steel wire that passes through a reserved hole on the prefabricated bolster, and both ends of the steel wire are hung on the hooks.

2. The sewage pipe concrete foundation template support structure according to claim 1 is characterized in that: Also includes a connecting piece for fixing the vertical pole; The connecting member includes a U-shaped plate and a wedge block, the U-shaped plate includes an upper side plate, a lower side plate and an end plate, and both side plates are provided with a limiting hole that cooperates with the vertical pole; The U-shaped plate is sleeved on the vertical pole and the lower end surface of the upper side plate is against the frame of the template. The lower side plate is located below the frame, and the wedge block is located between the end plate and the template.

3. The sewage pipe concrete foundation template support structure according to claim 2 is characterized in that: Both side panels are provided with a notch connected to the limiting hole, and the size of the notch is slightly larger than the outer diameter of the vertical pole.

4. The sewage pipe concrete foundation formwork support structure according to any one of claims 1 to 3, characterized in that: The lower ends of the oblique rods and the vertical rods are both provided with spike structures.

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