CN214245822U

CN214245822U - Wall template reinforced structure is led to piping lane bottom

Info

Publication number: CN214245822U
Application number: CN202022985662.2U
Authority: CN
Inventors: 金生; 姚冰冰; 钱健; 王世佳
Original assignee: Hedi Technology Jiangsu Co ltd
Current assignee: Hedi Technology Jiangsu Co ltd
Priority date: 2020-12-11
Filing date: 2020-12-11
Publication date: 2021-09-21
Anticipated expiration: 2030-12-11

Abstract

The utility model provides a wall template reinforced structure is led to piping lane bottom, including the concrete cushion, concrete cushion top is provided with along piping lane extending direction's interior guide wall template and outer guide wall template, interior guide wall template with outer guide wall template is parallel to each other, interior guide wall template with the up end parallel and level of outer guide wall template, be connected with the supporting seat on the lateral wall of outer guide wall template interior guide wall template with connect the jib between the outer guide wall template, the one end of jib is connected the up end of outer guide wall template, the other end of jib is connected the up end of interior guide wall template the other end tip of jib have downwardly extending and laminate in the spacing branch of the inside wall of interior guide wall template. Adopt the utility model provides a wall template reinforced structure is led to piping lane bottom need not to use the stagnant water screw rod, avoids the stagnant water screw rod to demolish the quality that the back produced the slotted hole and influenced the construction.

Description

Wall template reinforced structure is led to piping lane bottom

Technical Field

The utility model relates to a building field, concretely relates to piping lane bottom template reinforced structure.

Background

Under the prerequisite of sponge city is advocated vigorously in present country, city piping lane structural project is increasing day by day. The template engineering of pipe gallery structure uses traditional wooden mould as the main, also has some standard sections to adopt the steel mould construction, and the application proportion of aluminium mould in pipe gallery structure is very low. Due to the outstanding turnover characteristic and good construction quality of the aluminum mould, the aluminum mould has wide market prospect when being applied to a large-volume pipe gallery standard section structure, and generates good economic benefit. In prior art, the interior wall template of leading of piping lane bottom and lead between the wall template outward and connect the reinforcement through the stagnant water screw rod, treat that concrete placement solidifies, demolish behind the stagnant water screw rod, can produce the slotted hole, influence the construction quality of building.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a piping lane bottom template reinforced structure, solve among the prior art between the interior wall template of leading of piping lane bottom and the outer wall template of leading and connect through the stagnant water screw rod and consolidate, treat that concrete placement solidifies, after demolising the stagnant water screw rod, can produce the slotted hole, influence the problem of construction quality.

The utility model provides a wall template reinforced structure is led to piping lane bottom, including the concrete cushion, concrete cushion top is provided with along piping lane extending direction's interior guide wall template and outer guide wall template, interior guide wall template with outer guide wall template is parallel to each other, interior guide wall template with the up end parallel and level of outer guide wall template, be connected with the supporting seat on the lateral wall of outer guide wall template interior guide wall template with connect the jib between the outer guide wall template, the one end of jib is connected the up end of outer guide wall template, the other end of jib is connected the up end of interior guide wall template the other end tip of jib have downwardly extending and laminate in the spacing branch of the inside wall of interior guide wall template.

Further, the supporting seat is a plurality of and arranges along piping lane extending direction interval, the jib is a plurality of and arranges along piping lane extending direction interval.

Further, what the supporting seat connect in vertical reinforcement on the lateral wall of outer guide wall template is stupefied, and follow vertical reinforcement's lower extreme outwards extend and perpendicular to vertical reinforcement is stupefied horizontal reinforcement of stupefied, vertical reinforcement stupefied with it consolidates stupefied to transversely be connected with the slant between the stupefied.

Furthermore, vertical gaps are formed in the vertical reinforcing ribs, reinforcing screw rods penetrating through the vertical gaps are arranged on the outer side walls of the outer guide wall templates, first nuts are screwed on the free ends of the reinforcing screw rods, the reinforcing screw rods on the outer guide wall templates penetrate through the vertical gaps of the vertical reinforcing ribs, and the vertical reinforcing ribs are fixed on the outer guide wall templates through the first nuts.

Furthermore, a transverse gap is formed in the transverse reinforcing rib, an embedded screw penetrating through the transverse gap is embedded in the concrete cushion, a second nut is screwed on the free end of the embedded screw, the embedded screw penetrates through the transverse gap of the transverse reinforcing rib, and the transverse reinforcing rib is fixed on the concrete cushion through the second nut.

Further, the hanger rods are positioned between the inner guide wall template and the outer guide wall template to form upward bulges.

By adopting the reinforced structure of the guide wall template at the bottom of the pipe gallery provided by the utility model, the outer side wall of the outer guide wall template is connected with the supporting seat, a suspender is connected between the inner guide wall template and the outer guide wall template, one end of the suspender is connected with the upper end surface of the outer guide wall template, the other end of the suspender is connected with the upper end surface of the inner guide wall template, the end part of the other end of the suspender is provided with a limit supporting rod which extends downwards and is attached to the inner side wall of the inner guide wall template, thereby fixing the relative position between the outer guide wall template and the inner guide wall template without using a water stop screw rod, avoiding the influence of slotted holes on the construction quality after the water stop screw rod is removed, in addition, the vertical reinforcing ribs of the supporting seat are fixed on the outer guide wall template, the transverse reinforcing ribs of the supporting seat are fixed on the concrete cushion, thereby with the rigidity of outer wall form, the stupefied can help strengthening the stability of structure with the slant of transversely strengthening between stupefied vertical reinforcement stupefied and the horizontal reinforcement stupefied.

Drawings

The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the invention without undue limitation to the invention. In the drawings:

fig. 1 schematically illustrates a schematic view of a reinforcement structure of a guide wall template at the bottom of a pipe gallery provided by an embodiment of the present invention;

fig. 2 schematically illustrates an explosion diagram of a reinforcement structure of a guide wall template at the bottom of a pipe gallery provided by an embodiment of the present invention;

fig. 3 schematically illustrates the embodiment of the present invention provides a supporting seat of a bottom guide wall template reinforcing structure for a pipe gallery.

Detailed Description

To make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the drawings in the embodiments of the present invention are combined below to clearly and completely describe the technical solutions in the embodiments, and the following embodiments are used for illustrating the present invention, but do not limit the scope of the present invention.

In the description of the present invention, it should be noted that the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.

Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

In the description of the present invention, unless otherwise explicitly specified or limited, it is to be noted that the terms "mounted", "connected" and "connected" are to be interpreted broadly, e.g. as a fixed connection, a detachable connection or an integral connection; can be mechanically or electrically connected; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Referring to fig. 1 to 3, the embodiment of the utility model provides a wall template reinforced structure is led to piping lane bottom, including concrete cushion 1, 1 top of concrete cushion is provided with interior wall template 2 and the outer wall template 3 of leading along piping lane extending direction, interior wall template 2 and the outer wall template 3 of leading are parallel to each other, interior wall template 2 and the up end parallel and level of the outer wall template 3 of leading, be connected with supporting seat 4 on the lateral wall of outer wall template 3, connect jib 5 between interior wall template 2 and the outer wall template 3 of leading, the up end of outer wall template 3 of leading is connected to the one end of jib 5, the up end of interior wall template 2 of leading is connected to the other end of jib 5, have downwardly extending and laminate in the spacing branch 10 of the inside wall of interior wall template 2 at jib 5's other end.

Through being connected with supporting seat 4 on the lateral wall of leading wall template 3 outward, lead wall template 2 and lead the wall template 3 outward between connect jib 5 including, the up end of leading wall template 3 outward is connected to the one end of jib 5, the up end of leading wall template 2 in the other end connection of jib 5, have downwardly extending and laminate in the spacing branch 10 of leading the inside wall of wall template 2 in the other end tip of jib 5, thereby fixed lead the relative position between wall template 3 and the interior wall template 2 outward, need not to use the stagnant water screw rod, avoid producing the slotted hole after the stagnant water screw rod demolishs and influence the quality of construction.

In this embodiment, supporting seat 4 is a plurality of and arranges along piping lane extending direction interval, and jib 5 is a plurality of and arranges along piping lane extending direction interval.

As a specific embodiment, the supporting seat 4 includes a vertical reinforcing rib 41 connected to the outer side wall of the outer guide wall formwork 3, and a horizontal reinforcing rib 42 extending outward from the lower end of the vertical reinforcing rib 41 and perpendicular to the vertical reinforcing rib 41, and an oblique reinforcing rib 43 is connected between the vertical reinforcing rib 41 and the horizontal reinforcing rib 42.

More specifically, the vertical reinforcing rib 41 is provided with a vertical gap 44, the outer side wall of the outer guide wall formwork 3 is provided with a reinforcing screw 6 penetrating through the vertical gap 44, the free end of the reinforcing screw 6 is screwed with a first nut 7, the reinforcing screw 6 on the outer guide wall formwork 3 penetrates through the vertical gap 44 of the vertical reinforcing rib 41, and the vertical reinforcing rib 41 is fixed on the outer guide wall formwork 3 through the first nut 7.

More specifically, the transverse reinforcing rib 42 is provided with a transverse gap 45, an embedded screw 8 penetrating through the transverse gap 45 is embedded in the concrete cushion 1, a second nut 9 is screwed at the free end of the embedded screw 8, the embedded screw 8 penetrates through the transverse gap 45 of the transverse reinforcing rib 42, and the transverse reinforcing rib 42 is fixed on the concrete cushion 1 through the second nut 9.

Supporting seat 4 reasonable in design in this embodiment is fixed in on leading wall form 3 outward through stupefied 41 of vertical reinforcement with supporting seat 4, is fixed in concrete cushion 1 with stupefied 42 of horizontal reinforcement of supporting seat 4 on to lead wall form 3's rigidity outward, wherein, stupefied 43 can help the stability of reinforcing structure vertically to consolidate stupefied 41 and the slant of transversely consolidating between stupefied 42.

In practical applications, a water stop steel plate (not shown) is disposed between the upper end of the inner guide wall form 2 and the upper end of the outer guide wall form 3, and the top end of the water stop steel plate protrudes out of the plane where the upper end of the inner guide wall form 2 and the top end of the outer guide wall form 3 are located, so that an upward protrusion 11 is formed between the hanger bar 5 and the inner guide wall form 2 and the outer guide wall form 3, and a space for avoiding the water stop steel plate is formed.

By adopting the reinforced structure of the guide wall template at the bottom of the pipe gallery provided by the embodiment of the utility model, the outer side wall of the outer guide wall template 3 is connected with the supporting seat 4, the suspender 5 is connected between the inner guide wall template 2 and the outer guide wall template 3, one end of the suspender 5 is connected with the upper end surface of the outer guide wall template 3, the other end of the suspender 5 is connected with the upper end surface of the inner guide wall template 2, the end part of the other end of the suspender 5 is provided with the limiting support rod 10 which extends downwards and is attached to the inner side wall of the inner guide wall template 2, thereby fixing the relative position between the outer guide wall template 3 and the inner guide wall template 2, avoiding the use of a water stop screw, avoiding the generation of slotted hole after the water stop screw is removed to influence the quality of construction, in addition, the transverse reinforcing rib 42 of the supporting seat 4 is fixed on the concrete cushion layer 1 by fixing the vertical reinforcing rib 41 of the supporting seat 4 on the outer guide wall template 3, thereby fixing the position of the outer guide wall template 3, the diagonal reinforcing rib 43 between the vertical reinforcing rib 41 and the lateral reinforcing rib 42 can contribute to the stability of the structure.

The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. The utility model provides a wall template reinforced structure is led to piping lane bottom, a serial communication port, including the concrete cushion, concrete cushion top is provided with the interior wall template of leading along piping lane extending direction and leads the wall template outward, interior wall template of leading with it is parallel to each other to lead the wall template outward, interior wall template of leading with the up end parallel and level of leading the wall template outward, be connected with the supporting seat on the lateral wall of leading the wall template outward interior wall template with connect the jib outward between the wall template, the one end of jib is connected the up end of leading the wall template outward, the other end of jib is connected the up end of interior wall template the other end tip of jib have downwardly extending and laminate in the limit strut of the inside wall of interior wall template.

2. The reinforcement structure for the guide wall template at the bottom of the pipe gallery according to claim 1, wherein the supporting seat is arranged in a plurality of intervals along the extending direction of the pipe gallery, and the hanging rod is arranged in a plurality of intervals along the extending direction of the pipe gallery.

3. The piping lane bottom guide wall formwork reinforcing structure of claim 1, wherein the supporting seat comprises a vertical reinforcing ridge connected to the outer side wall of the outer guide wall formwork and a horizontal reinforcing ridge extending outwards from the lower end of the vertical reinforcing ridge and perpendicular to the vertical reinforcing ridge, and an oblique reinforcing ridge is connected between the vertical reinforcing ridge and the horizontal reinforcing ridge.

4. The reinforcement structure for the guide wall template at the bottom of the pipe gallery according to claim 3, wherein the vertical reinforcement arris is provided with a vertical gap, the outer side wall of the outer guide wall template is provided with a reinforcement screw rod penetrating through the vertical gap, a first nut is screwed on the free end of the reinforcement screw rod, the reinforcement screw rod on the outer guide wall template penetrates through the vertical gap of the vertical reinforcement arris, and the vertical reinforcement arris is fixed on the outer guide wall template through the first nut.

5. The pipe gallery bottom guide wall template reinforcing structure according to claim 3 or 4, wherein the transverse reinforcing ridge is provided with a transverse gap, an embedded screw penetrating through the transverse gap is embedded in the concrete cushion, a second nut is screwed on a free end of the embedded screw, the embedded screw penetrates through the transverse gap of the transverse reinforcing ridge, and the transverse reinforcing ridge is fixed on the concrete cushion through the second nut.

6. The piping lane bottom guide wall form reinforcing structure of claim 5, wherein said hanger bar forms an upward projection between said inner guide wall form and said outer guide wall form.