CN217680585U - Encapsulating construction supporting structure - Google Patents
Encapsulating construction supporting structure Download PDFInfo
- Publication number
- CN217680585U CN217680585U CN202122985963.XU CN202122985963U CN217680585U CN 217680585 U CN217680585 U CN 217680585U CN 202122985963 U CN202122985963 U CN 202122985963U CN 217680585 U CN217680585 U CN 217680585U
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- Prior art keywords
- wall
- pipe
- floor
- template
- well
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- 238000010276 construction Methods 0.000 title claims abstract description 27
- 230000008093 supporting effect Effects 0.000 title claims abstract description 13
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 64
- 229910052742 iron Inorganic materials 0.000 claims abstract description 32
- 238000009415 formwork Methods 0.000 claims abstract description 30
- 239000003292 glue Substances 0.000 claims abstract description 17
- 230000003014 reinforcing effect Effects 0.000 claims description 17
- 238000000034 method Methods 0.000 abstract description 5
- 238000007493 shaping process Methods 0.000 abstract description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses an encapsulating construction supporting structure, including a plurality of first wall form, a plurality of second wall form, tube well floor form, building structure board template, a plurality of pipe sleeve and a plurality of crane span structure pre-buried iron box. The first wall formworks are enclosed to form a first pipe well and a second pipe well; a building space is formed by enclosing the second wall formworks, and a wall glue pouring space is formed by enclosing the second wall formworks and the first wall formworks; the pipe well floor formwork is connected to the top of the first wall formwork to cover the first pipe well and the second pipe well; the building structure plate template is connected to the top of the second wall template to cover the building space; the pipeline sleeve is fixed on the pipeline floor slab template; the bridge frame embedded iron box is fixed on the pipeline floor slab template. Can pour the shaping simultaneously to the wall body of the stair body, building structural slab and tube well floor for the construction progress, and reduce the process alternately, prevent that the piping shaft from polluting, stop the risk that the seepage appears, guarantee fashioned quality.
Description
Technical Field
The utility model relates to a building construction technical field, specific theory relates to a glue filling construction supporting structure.
Background
The residential high-rise building pipe well is practical safety for guaranteeing, elegant appearance, satisfies the building fire control operation requirement and needs to carry out the pipe well floor to the pipe well and pour, and current pouring method does, and the floor design is that the secondary is pour behind the piping erection, has to pour floor seepage risk, and the process is alternately, the problem of construction difficulty.
In view of this, the present invention is especially provided.
SUMMERY OF THE UTILITY MODEL
The utility model provides a glue filling construction supporting structure, the disposable glue filling of later stage pipe well floor and building structural slab of being convenient for.
The utility model aims at providing a glue filling construction supporting structure, include:
the first wall formworks are enclosed to form a first pipe well and a second pipe well;
the second wall formworks enclose each other to form a building space, and the second wall formworks and the first wall formworks enclose each other to form a wall glue filling space;
the pipe well floor template is connected to the top of the first wall template and covers the first pipe well and the second pipe well;
the building structure plate template is connected to the top of the second wall template and covers the building space;
the pipeline sleeves are fixed on the pipeline floor slab template;
and the bridge pre-embedded iron boxes are fixed on the pipeline floor slab template.
Optionally, still include floor reinforcing bar net, floor reinforcing bar net covers the tube well floor template with floor structure board template top, just floor reinforcing bar net dodges the pre-buried iron box of crane span structure with the pipe sleeve.
Optionally, the tube well floor slab template comprises a plurality of strip-shaped plate bodies, and the strip-shaped plate bodies are sequentially spliced to cover the first tube well and the second tube well.
Optionally, the two sides of the strip-shaped plate body are provided with connecting flanges, and the connecting flanges of adjacent strip-shaped plates are connected and fixed through fasteners.
Optionally, the fastener includes pin and round pin piece, the first end of pin is spacing in two connection turn-ups's one side, the second end of pin runs through two connection turn-ups in proper order, the round pin piece runs through the second end of pin and fixes.
Optionally, the pipe casing is fixedly connected with the pipe well floor formwork through a fixing structure; the fixed knot constructs including guide post and limiting plate, the guide post runs through the tube-well floor template sets up, the pipe sleeve pipe box is established on the guide post, the limiting plate sets up and keeps away from at the pipe sleeve pipe one side of tube-well floor template in the guide post is connected fixedly the pipe sleeve pipe.
Optionally, fixed knot constructs still includes first retaining member and second retaining member, the guide post both ends are provided with the external screw thread, first retaining member and second retaining member all are provided with the through-hole, are provided with the internal thread on the through-hole, first retaining member and second retaining member lock respectively at the double-screw bolt both ends.
Optionally, a through hole is formed in the pipe well floor template corresponding to the corner of the bridge, the bridge embedded iron box is inserted into the through hole, and the part, located above the pipe well floor template, of the bridge embedded iron box is located below the pipe well floor template.
Optionally, the bridge pre-buried iron box is a rectangular frustum with a trapezoidal side section, and the area below the bridge pre-buried iron box is smaller than the area above the bridge pre-buried iron box.
Optionally, the floor reinforcing mesh corresponds pipe sleeve department is provided with dodges segmental arc, pipe sleeve passes dodge segmental arc, the floor reinforcing mesh corresponds bridge pre-buried iron box department is provided with dodges rectangular section, pipe sleeve passes bridge pre-buried iron box.
By adopting the technical scheme, make the utility model discloses following beneficial effect has:
use the encapsulating construction supporting structure of this application, can irritate simultaneously and water the concrete shaping to the wall body of the stair body, building structural slab and tube-well floor, so not only accelerate the construction progress, and reduce the process and cross, prevent that the pipe-well from polluting, and stop to appear the risk that the gap caused the floor to appear the seepage because of the concatenation, guaranteed fashioned quality.
The following describes embodiments of the present invention in further detail with reference to the attached drawings.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, illustrate embodiments of the invention and, together with the description, serve to explain the invention without limitation. It is obvious that the drawings in the following description are only some embodiments, and that for a person skilled in the art, other drawings can be derived from them without inventive effort. In the drawings:
fig. 1 is the utility model provides a pair of glue filling construction supporting structure's schematic structure.
Fig. 2 is the utility model provides a pair of glue filling construction supporting structure's tube well floor template's local structure cross-sectional view.
Fig. 3 is a schematic view of the connection structure of the pipe casing of the support structure for glue pouring construction provided by the utility model.
Fig. 4 is a schematic view of the connection structure of the bridge frame embedded iron box of the support structure for glue pouring construction provided by the utility model.
In the figure, a first wall formwork 1, a second wall formwork 2, a tube well floor formwork 3, a strip plate 31, a connecting flange 32, a fastener 33, a pin 331, a pin piece 332, a through hole 34, a pipeline sleeve 4, a floor structure plate formwork 5, a bridge embedded iron box 6, a fixed structure 7, a guide post 71, a limiting plate 72, a first locking member 73, a second locking member 74, a cushion block 75, a floor slab reinforcing mesh 8, an avoidance arc-shaped section 81 and an avoidance rectangular section 82 are arranged.
It should be noted that the drawings and the description are not intended to limit the scope of the inventive concept in any way, but to illustrate the inventive concept by those skilled in the art with reference to specific embodiments.
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 "upper", "lower", "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 simplification of the description, but do not indicate or imply that the device referred to or must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted" and "connected" are to be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; 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 as a specific case by those skilled in the art.
Example one
Referring to fig. 1 to 4, the application provides a glue pouring construction support structure, including a plurality of first wall form 1, a plurality of second wall form 2, tube well floor form 3, building structure board template 5, a plurality of pipe sleeve 4 and a plurality of crane span structure embedded iron box 6. Each enclose between the first wall form 1 and close and form first tube well and second tube well, each enclose between the second wall form 2 and close and form building body space, second wall form 2 with enclose between the first wall form 1 and close and form wall body encapsulating space. The pipe well floor template 3 is connected to the top of the first wall template 1 to cover the first pipe well and the second pipe well, the floor structure plate template 5 is connected to the top of the second wall template 2 to cover the building space, and the pipeline sleeve 4 is fixed on the pipeline floor template to reserve a passage for a wiring pipeline after glue pouring. The bridge frame embedded iron box 6 is fixed on the pipeline floor slab template, so that a passage for a bridge frame corner line is reserved after glue is poured.
Use the encapsulating construction supporting structure of this application, can irritate simultaneously and water the concrete shaping to the wall body of the stair body, building structural slab and tube-well floor, so not only accelerate the construction progress, and reduce the process and cross, prevent that the pipe-well from polluting, and stop to appear the risk that the gap caused the floor to appear the seepage because of the concatenation, guaranteed fashioned quality.
In a possible embodiment, the system further comprises a floor slab reinforcing mesh 8, wherein the floor slab reinforcing mesh 8 covers the tube well floor slab template 3 and the floor structure slab template 5, and the floor slab reinforcing mesh 8 avoids the bridge embedded iron box 6 and the pipeline sleeve 4. The reinforcing mesh is arranged, so that the intensity of the poured pipe well floor slab and the poured floor structure plate is higher, and the durability is stronger.
In a possible embodiment, the tube well floor formwork 3 comprises a plurality of strip-shaped plate bodies 31, and the strip-shaped plate bodies 31 are sequentially spliced to cover the first tube well and the second tube well. The formwork is removed after the concrete poured into the pipe well floor slab and the floor structure slab is dried completely, so that the operation is more convenient.
In a possible embodiment, the strip-shaped plate body 31 is provided with connecting flanges 32 on both sides, and the connecting flanges 32 of adjacent strips are connected and fixed by fasteners 33. The flanging is arranged to facilitate connection, and the fastening piece 33 is used to enable connection to be more stable.
In a possible embodiment, the connecting flange 32 is a vertical flange or an oblique flange, and the oblique flange forms an angle of 50 ° to 70 ° with the strip-shaped plate 31. Preferably, the inclined flanging forms an angle of 60 degrees with the strip-shaped plate body 31, the vertical flanging is convenient for connection at the edge, the inclined flanging has a certain supporting effect, the installation is more convenient, and the supporting is more stable.
In a possible embodiment, the fastening element 33 includes a pin 331 and a pin 332, the first end of the pin 331 is limited at one side of the two connecting flanges 32, the second end of the pin 331 sequentially penetrates through the two connecting flanges 32, and the pin 332 penetrates through the second end of the pin 331 and is fixed. The connection mode is simple and convenient to remove.
In a possible embodiment, the pipe sleeve 4 is fixedly connected with the pipe well floor formwork 3 through a fixing structure 7; fixed knot constructs 7 and includes guide post 71 and limiting plate 72, guide post 71 runs through tube-well floor form 3 sets up, pipe casing 4 cover is established on guide post 71, limiting plate 72 sets up and keeps away from at pipe casing 4 one side of tube-well floor form 3 in guide post 71 is connected fixedly pipe casing 4. So can be fixed stable with pipe casing 4, limiting plate 72 still can prevent when pouring concrete that the concrete pours into pipe casing 4 in.
In a possible embodiment, the fixing structure 7 further comprises a first locking member 73 and a second locking member 74, wherein both ends of the guiding column 71 are provided with external threads, the first locking member 73 and the second locking member 74 are provided with through holes, the through holes are provided with internal threads, and the first locking member 73 and the second locking member 74 are respectively locked at both ends of the stud. The limiting plate 72 and the pipe sleeve 4 can be further fixed and stabilized by rotating the first locking member 73 and the second locking member 74. The first locking member 73 and the second locking member 74 are butterfly clamps, and cushion blocks 75 are arranged between the butterfly clamps and the limiting plates 72 and between the butterfly clamps and the pipe well floor formwork 3.
In a possible embodiment, the tube well floor template 3 is provided with through holes 34 corresponding to bridge corners, the bridge embedded iron box 6 is inserted into the through holes 34, and part of the bridge embedded iron box 6 above the tube well floor template 3 is located below the tube well floor template 3.
In a possible embodiment, the bridge pre-buried iron box 6 is a quadrangular frustum with a trapezoidal side section, and the area below the bridge pre-buried iron box 6 is smaller than that above the bridge pre-buried iron box. The plug-in connection is convenient, and a connecting structure is not required.
In a possible embodiment, an avoidance arc segment 81 is provided at a position where the floor slab reinforcing mesh corresponds to the pipeline sleeve 4, the pipeline sleeve 4 passes through the avoidance arc segment 81, an avoidance rectangular segment 82 is provided at a position where the floor slab reinforcing mesh corresponds to the bridge pre-buried iron box 6, and the pipeline sleeve 4 passes through the bridge pre-buried iron box 6. The continuity of the reinforcing steel bars is ensured, and the strength is not reduced.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, and although the present invention has been disclosed with reference to the preferred embodiment, it is not intended to limit the present invention, and any person skilled in the art can make some changes or modifications to equivalent embodiments without departing from the scope of the present invention, and any simple modification, equivalent change and modification made to the above embodiments according to the technical essence of the present invention will still fall within the scope of the present invention.
Claims (10)
1. The utility model provides a encapsulating construction supporting structure which characterized in that includes:
the wall body comprises a plurality of first wall body formworks, wherein a first pipe well and a second pipe well are formed by enclosing the first wall body formworks;
the second wall formworks are enclosed to form a building space, and the second wall formworks and the first wall formworks are enclosed to form a wall glue pouring space;
the pipe well floor formwork is connected to the top of the first wall formwork and covers the first pipe well and the second pipe well;
the building structure plate template is connected to the top of the second wall template to cover the building space;
the pipeline sleeves are fixed on the pipe well floor slab template;
and the bridge embedded iron boxes are fixed on the pipe well floor slab template.
2. The glue-pouring construction support structure according to claim 1, further comprising a floor reinforcing mesh, wherein the floor reinforcing mesh covers the tube well floor formwork and the floor structural slab formwork, and the floor reinforcing mesh avoids the bridge embedded iron box and the pipeline sleeve.
3. The glue-pouring construction support structure according to claim 2, wherein the tube well floor formwork comprises a plurality of strip-shaped plate bodies, and the strip-shaped plate bodies are sequentially spliced to cover the first tube well and the second tube well.
4. The glue pouring construction support structure according to claim 3, wherein the two sides of the strip-shaped plate body are provided with connecting flanges, and the connecting flanges of adjacent strip-shaped plates are connected and fixed through fasteners.
5. The glue filling construction support structure is characterized in that the fastening piece comprises a pin and a pin piece, the first end of the pin is limited on one side of the two connecting flanges, the second end of the pin sequentially penetrates through the two connecting flanges, and the pin piece penetrates through the second end of the pin and is fixed.
6. The glue-pouring construction support structure according to claim 5, wherein the pipeline sleeve is fixedly connected with the pipe well floor formwork through a fixing structure; the fixed knot constructs including guide post and limiting plate, the guide post runs through the tube-well floor template sets up, the pipe sleeve pipe box is established on the guide post, the limiting plate sets up and keeps away from at the pipe sleeve pipe one side of tube-well floor template in the guide post is connected fixedly the pipe sleeve pipe.
7. The glue filling construction support structure of claim 6, wherein the fixing structure further comprises a first locking member and a second locking member, external threads are arranged at two ends of the guide post, through holes are formed in the first locking member and the second locking member, internal threads are arranged on the through holes, and the first locking member and the second locking member are locked at two ends of the stud respectively.
8. The glue-pouring construction support structure according to claim 7, wherein a through hole is formed in the pipe well floor slab template corresponding to a bridge corner, the bridge embedded iron box is inserted into the through hole, and the part, located above the pipe well floor slab template, of the bridge embedded iron box is located below the pipe well floor slab template.
9. The glue-pouring construction support structure according to claim 8, wherein the bridge pre-buried iron box is a quadrangular frustum pyramid with a trapezoidal side section, and the area below the bridge pre-buried iron box is smaller than the area above the bridge pre-buried iron box.
10. The glue-pouring construction support structure according to claim 9, wherein an avoidance arc section is arranged at a position of the floor reinforcing mesh corresponding to the pipeline sleeve, the pipeline sleeve penetrates through the avoidance arc section, an avoidance rectangular section is arranged at a position of the floor reinforcing mesh corresponding to the bridge embedded iron box, and the pipeline sleeve penetrates through the bridge embedded iron box.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122985963.XU CN217680585U (en) | 2021-12-01 | 2021-12-01 | Encapsulating construction supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122985963.XU CN217680585U (en) | 2021-12-01 | 2021-12-01 | Encapsulating construction supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217680585U true CN217680585U (en) | 2022-10-28 |
Family
ID=83701184
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122985963.XU Active CN217680585U (en) | 2021-12-01 | 2021-12-01 | Encapsulating construction supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217680585U (en) |
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2021
- 2021-12-01 CN CN202122985963.XU patent/CN217680585U/en active Active
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