CN219672124U - Reinforcing structure for wall-penetrating group pipe - Google Patents
Reinforcing structure for wall-penetrating group pipe Download PDFInfo
- Publication number
- CN219672124U CN219672124U CN202321283802.9U CN202321283802U CN219672124U CN 219672124 U CN219672124 U CN 219672124U CN 202321283802 U CN202321283802 U CN 202321283802U CN 219672124 U CN219672124 U CN 219672124U
- Authority
- CN
- China
- Prior art keywords
- wall
- pipe body
- group pipe
- template
- reinforcement structure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 230000003014 reinforcing effect Effects 0.000 title claims description 10
- 230000002787 reinforcement Effects 0.000 claims abstract description 17
- 230000000903 blocking effect Effects 0.000 claims description 14
- 238000007789 sealing Methods 0.000 claims description 8
- 239000002002 slurry Substances 0.000 claims description 8
- 239000002985 plastic film Substances 0.000 claims description 4
- 229920006255 plastic film Polymers 0.000 claims description 4
- 238000009415 formwork Methods 0.000 abstract description 13
- 238000010276 construction Methods 0.000 abstract description 8
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000009417 prefabrication Methods 0.000 abstract description 2
- 230000000149 penetrating effect Effects 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004020 conductor Substances 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a through-wall group pipe reinforcement structure, which relates to the technical field of building construction and comprises a through-wall group pipe body 1 formed by a plurality of pipelines, wherein sleeves are sleeved at two ends of each pipeline of the through-wall group pipe body 1, templates for pouring concrete are arranged at two ends of the through-wall group pipe body 1, each template comprises a support template and a fixing piece for fixing the support template, and the support templates are arranged at two ends of the through-wall group pipe body and used for pouring wall concrete; the formwork is directly spliced and installed, the through-wall group pipe is wrapped, holes are not needed or prefabrication is not needed, the construction is simple and convenient, formwork supporting is convenient, and the concrete pouring compactness is easier to guarantee.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a through-wall group pipe reinforcing structure.
Background
Often meet the construction of wearing wall crowd pipe in the daily electric construction, advance the construction of wall crowd sleeve pipe is generally adopted to ground storehouse cable inlet port, then lays the cable conductor in the sleeve pipe, and the sleeve pipe of wearing wall crowd pipe department is intensive, and the reinforcing bar is inseparable, and sleeve pipe both ends all wide outside basement wall width, wherein interior wall is wide out less, and the outer wall is wide out more, this has just caused the template to prop up and has set up comparatively difficultly this department, concrete placement is not closely knit, and follow-up waterproof construction scheduling problem.
At present, in order to solve the problems, the conventional operation method is to nest the wall wood templates at the group pipe after the sleeve is embedded, or to adopt the prefabricated templates of the perforated forming steel plates to support the templates, even directly adopt other materials to fill, and the like.
Disclosure of Invention
In view of this, the utility model provides a through-wall group pipe reinforcement structure, which changes the conventional through-wall group pipe formwork supporting mode, reduces the formwork supporting holes, improves formwork supporting firmness and accuracy, improves concrete pouring quality and strengthens waterproof guarantee.
The through-wall group pipe reinforcement structure provided by the utility model adopts the following technical scheme:
the utility model provides a wear wall crowd pipe reinforcement structure, includes the wall crowd pipe body 1 of wearing that a plurality of pipelines are constituteed, every pipeline that wears wall crowd pipe body 1 is located the both ends of wall body and all overlaps and be equipped with the sleeve pipe, the both ends that wear wall crowd pipe body 1 all are equipped with the template that is used for pouring concrete, the template includes support form and the mounting that is used for fixed support form, support form sets up in the both ends that wear wall crowd pipe body and is used for pouring wall body concrete.
Further, the inner diameter of the sleeve is slightly larger than the diameter of the through-wall group pipe body, and a plastic film is wrapped on the outer side of the sleeve.
Further, the outside at every pipeline both ends of wall crowd pipe body is all overlapped and is equipped with the sealing washer, the week side of sealing washer is contradicted in sheathed tube surface.
Further, the mounting is to drawing the screw rod, the support template is including contradicting in the fixed bolster of sleeve pipe tip and setting up in the pouring template at fixed part both ends, it is fixed with the support template to draw the screw rod setting on the fixed bolster.
Further, the pouring template comprises two vertical plates which are vertically arranged, and the two vertical plates are respectively arranged on the side edge of the through-wall group pipe body and the side edge of the wall body.
Further, the pouring templates are arranged at intervals between the vertical plates on the side edges of the through-wall group pipe bodies and the through-wall group pipe bodies.
Further, a plurality of criss-cross reinforcing rods are arranged on the outer wall of the supporting template.
Further, the inside of every pipeline both ends of wall crowd pipe body all is equipped with the jam spare that is used for preventing concrete slurry from getting into.
Further, the blocking piece is a rubber ball, and the diameter of the rubber ball is slightly larger than the inner diameter of the pipeline of the through-wall group pipe body.
Further, a pull ring for conveniently pulling the blocking piece out of the through-wall group pipe body is arranged on the outer surface of the blocking piece.
In summary, the present utility model comprises at least one of the following beneficial effects: according to the utility model, the formwork is directly spliced and installed, the through-wall group pipe is wrapped, no holes or prefabrication are needed, the construction is simple and convenient, the formwork is convenient to support, and the concrete pouring compactness is easier to ensure; the concrete can be chiseled and polished according to the needs or used as waterproof reinforcement, the operation is easy, the quality is reliable, and the follow-up waterproof construction and the multiple guarantee of the waterproof are facilitated.
Drawings
FIG. 1 is a schematic diagram of an embodiment of the present utility model;
FIG. 2 is an enlarged view of portion A of FIG. 1;
FIG. 3 is a schematic cross-sectional view of a through-wall cluster.
Reference numerals illustrate:
1. wall penetrating group pipes; 11. a blocking member; 12. a pull ring; 13. a seal ring; 2. a sleeve; 3. a template; 31. supporting the template; 311. fixing the template; 312. pouring a template; 32. a fixing member; 33. and a reinforcing rod.
Detailed Description
Other advantages and effects of the present utility model will become apparent to those skilled in the art from the following disclosure, which describes the embodiments of the present utility model with reference to specific examples. The utility model may be practiced or carried out in other embodiments that depart from the specific details, and the details of the present description may be modified or varied from the spirit and scope of the present utility model.
The utility model is described in further detail below with reference to fig. 1-3.
The embodiment of the utility model discloses a through-wall group pipe reinforcement structure. Referring to fig. 1-3, a through-wall group pipe reinforcement structure comprises a through-wall group pipe body 1 formed by a plurality of pipelines, wherein two ends of each pipeline of the through-wall group pipe body 1, which are positioned on a wall body, are sleeved with sleeves 2, two ends of the through-wall group pipe body 1 are respectively provided with a template 3 for pouring concrete, the templates 3 comprise support templates 31 and fixing pieces 32 for fixing the support templates 31, and the support templates 31 are arranged at two ends of the through-wall group pipe body 1 and are used for pouring the concrete of the wall body.
The inner diameter of the sleeve 2 is slightly larger than the diameter of the through-wall group pipe body 1, the length is the length of the through-wall group pipe body 1 which is wider than the wall body, in the embodiment, the sleeve 2 can be a plastic pipe or a steel pipe, and the outer side of the sleeve 2 is wrapped with a plastic film, so that the subsequent concrete can be removed according to the situation or not.
In order to avoid the space between the wall-penetrating group pipe body 1 and the sleeve pipe 2 when pouring concrete, the operation is troublesome when leading to the subsequent sleeve pipe 2 to be dismantled, the outside at each pipeline both ends of the wall-penetrating group pipe body 1 is all sleeved with a sealing ring 13, the periphery side of the sealing ring 13 is abutted to the outer surface of the sleeve pipe 2, and the sealing ring 13 can seal between the wall-penetrating group pipe body 1 and the sleeve pipe 2 to avoid the entry of concrete slurry.
The formwork 3 comprises a supporting formwork 31 and fixing pieces 32 for fixing the supporting formwork 31, the supporting formwork is arranged at two ends of the through-wall group pipe body 1 and used for pouring wall concrete, the fixing pieces 32 are opposite-pull screws, the formwork 3 wraps the two ends of the through-wall group pipe body 1 and is abutted against the two ends of the through-wall group pipe body 1, and the formwork 3 is fixed at the two ends of the through-wall group pipe body 1 through the opposite-pull screws.
The pouring template 312 comprises two vertical plates which are vertically arranged, the two vertical plates are respectively arranged on the side edge of the wall penetrating group pipe body 1 and the side edge of the wall, the two vertical plates are mutually vertical, the vertical plates arranged on the side edge of the wall penetrating group pipe body 1 and the fixing template 311 are mutually vertical, and in order to ensure that each pipeline in the wall penetrating group pipe body 1 is wrapped by concrete, the pouring template 312 is arranged on the vertical plates on the side edge of the wall penetrating group pipe body 1 and the space between the wall penetrating group pipe bodies 1.
In order to increase the overall strength of the support template 31, a plurality of criss-cross reinforcing rods 33 are arranged on the outer wall of the support template 31, and the reinforcing rods 33 are fixed on the support template 31, so that the overall strength of the support template 31 can be further increased.
In order to avoid the condition that slurry leakage occurs at the joint of the fixed template 311 and the pouring template 312, the joint between the fixed template 311 and the pouring template 312 is sealed by adopting a sponge rubber strip to prevent slurry leakage, so that slurry leakage from the joint between the fixed template 311 and the pouring template 312 is avoided when concrete is poured, and the molding effect is better.
In order to avoid that concrete enters the wall-penetrating group pipe body 1 from the joint between the sleeve pipe 2 and the fixed template 311 when concrete is poured, blocking pieces 11 for preventing concrete slurry from entering are arranged inside two ends of each pipeline of the wall-penetrating group pipe body 1, the blocking pieces 11 are rubber balls in the embodiment, the diameter of each rubber ball is slightly larger than the inner diameter of each pipeline of the wall-penetrating group pipe body 1, during installation, the rubber balls are forcefully plugged into two ends of each pipeline of the wall-penetrating group pipe body 1, and can squeeze the inner walls of the pipelines, so that the sealing blocking effect can be well achieved.
Meanwhile, after the use is completed, in order to facilitate taking out the blocking piece 11 from the pipeline of the through-wall group pipe body 1, a pull ring 12 for facilitating pulling out the blocking piece 11 from the through-wall group pipe body 1 is arranged on the outer surface of the blocking piece 11, and when the blocking piece 11 is plugged into the pipeline of the through-wall group pipe body 1, attention is paid to the pull ring 12 outwards.
After the template 3 is installed, pouring wall concrete and vibrating to be compact, and after the concrete reaches the side form removing condition, removing the superfluous poured concrete according to the requirement, wherein the inner wall of the through-wall group pipe body 1 of the underground garage is required to be decorated, the width and the length are less, and the removal is recommended; the exterior wall portion may or may not be removable depending on the location requirements. The dismantling key points are as follows: firstly, cutting redundant concrete to the outside of a sleeve by clinging to a wall body, then, chiseling by adopting an air pipe, and taking care of controlling chiseling force, wherein the sleeve 2 wraps a plastic film, the redundant concrete has no steel bars, the concrete strength is insufficient and other conditions, the chiseling is easy, concrete blocks can be integrally pulled outwards after the cutting and chiseling of the end part to achieve the effect of integrally removing the redundant concrete, and if slurry leakage cannot be integrally chiseled, the chiseling is gradually carried out from the far end to the near end; polishing the wall properly after chiseling is completed; waterproof construction can be performed after chiseling is completed; and the concrete which is unnecessary to chisel can be used as a waterproof reinforcing layer, and the unnecessary part which is not chisel can be covered by the side wall backfill soil, so that the appearance and the quality are not affected.
Finally, it is noted that the above embodiments are only for illustrating the technical solution of the present utility model and not for limiting the same, and although the present utility model has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications and equivalents may be made thereto without departing from the spirit and scope of the technical solution of the present utility model, which is intended to be covered by the scope of the claims of the present utility model.
Claims (10)
1. The utility model provides a wear wall crowd pipe reinforcement structure which characterized in that: the wall-penetrating group pipe comprises a wall-penetrating group pipe body (1) formed by a plurality of pipelines, wherein each pipeline of the wall-penetrating group pipe body (1) is positioned at two ends of a wall body and is sleeved with a sleeve (2), templates (3) for pouring concrete are arranged at two ends of the wall-penetrating group pipe body (1), each template (3) comprises a supporting template (31) and a fixing piece (32) for fixing the supporting template (31), and the supporting templates are arranged at two ends of the wall-penetrating group pipe body (1) and used for pouring wall concrete.
2. The through-wall cluster-tube reinforcement structure of claim 1, wherein: the inner diameter of the sleeve (2) is slightly larger than the diameter of the through-wall group pipe body (1), and a plastic film is wrapped on the outer side of the sleeve (2).
3. The through-wall cluster-tube reinforcement structure of claim 2, wherein: the outside at every pipeline both ends of wall crowd pipe body (1) is all overlapped and is equipped with sealing washer (13), the week side of sealing washer (13) is contradicted in the surface of sleeve pipe (2).
4. The through-wall cluster-tube reinforcement structure of claim 1, wherein: the fixing piece (32) is a counter-pulling screw, the supporting template (31) comprises a fixing template (311) abutted against the end part of the sleeve (2) and pouring templates (312) arranged at two ends of the fixing part, and the counter-pulling screw is arranged on the fixing template (311) to fix the supporting template (31).
5. The through-wall cluster-tube reinforcement structure of claim 4, wherein: the pouring template (312) comprises two vertical plates which are vertically arranged, and the two vertical plates are respectively arranged on the side edge of the through-wall group pipe body (1) and the side edge of the wall body.
6. The through-wall cluster-tube reinforcement structure of claim 5, wherein: the pouring templates (312) are arranged at intervals between the vertical plates on the side edges of the through-wall group pipe bodies (1) and the through-wall group pipe bodies (1).
7. The through-wall cluster-tube reinforcement structure of claim 6, wherein: the outer wall of the supporting template (31) is provided with a plurality of reinforcing rods (33) which are criss-cross.
8. The through-wall cluster-tube reinforcement structure of claim 1, wherein: the inside of every pipeline both ends of wall crowd pipe body (1) of wearing all is equipped with and is used for preventing the jam piece (11) that concrete slurry got into.
9. The through-wall cluster-tube reinforcement structure of claim 8, wherein: the blocking piece (11) is a rubber ball, and the diameter of the rubber ball is slightly larger than the inner diameter of the pipeline of the through-wall group pipe body (1).
10. The through-wall cluster-tube reinforcement structure of claim 9, wherein: the outer surface of the blocking piece (11) is provided with a pull ring (12) which is used for conveniently pulling the blocking piece (11) out of the through-wall group pipe body (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321283802.9U CN219672124U (en) | 2023-05-24 | 2023-05-24 | Reinforcing structure for wall-penetrating group pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321283802.9U CN219672124U (en) | 2023-05-24 | 2023-05-24 | Reinforcing structure for wall-penetrating group pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219672124U true CN219672124U (en) | 2023-09-12 |
Family
ID=87895103
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321283802.9U Active CN219672124U (en) | 2023-05-24 | 2023-05-24 | Reinforcing structure for wall-penetrating group pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219672124U (en) |
-
2023
- 2023-05-24 CN CN202321283802.9U patent/CN219672124U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103758291B (en) | A kind of shearing enhancement mode half grout sleeve | |
| CN205205875U (en) | Underground continuous wall rubber tape water joint case | |
| CN112376571A (en) | Pile side and pile end integrated grouting device and construction method thereof | |
| CN219672124U (en) | Reinforcing structure for wall-penetrating group pipe | |
| CN112325005A (en) | Socket type flexible interface reinforced concrete drain pipe and processing technology thereof | |
| CN202227694U (en) | Embedded sleeve for concrete pouring construction of bathroom floor | |
| CN103603424B (en) | A kind of large glass steel inspection shaft with cat ladder | |
| CN107119725A (en) | A kind of prefabricated box culvert structure containing glass fiber-reinforced polymer | |
| CN105604339B (en) | Secondary structure constructs column reinforcing method | |
| CN209620278U (en) | Concrete anti-bank template structure with can have enough to meet need reinforcing bar inside lining | |
| CN117166769A (en) | Wall-penetrating group pipe construction method | |
| KR100751969B1 (en) | construction method of drain pipe | |
| CN216974214U (en) | Convenient-to-recycle large-volume concrete internal hollow guide groove structure pouring template equipment | |
| CN206706958U (en) | Without the mould construction cast-in-place drainage ditch structure of top plate | |
| CN213062942U (en) | Close rib roof beam mould shell fixing device for construction | |
| CN206888029U (en) | A kind of prefabricated box culvert structure containing glass fiber-reinforced polymer | |
| CN211690369U (en) | Novel material soil nail wall supporting construction | |
| CN107778029B (en) | Concrete curing method for buried pipe in structure | |
| CN100417856C (en) | Pressure-resistant culvert pipe with small section and circumferential stress and preparation process thereof | |
| CN215519263U (en) | Novel antiseep hole block structure, shutoff instrument and housing construction | |
| CN216239260U (en) | Water supply and drainage embedded part for building | |
| CN201042830Y (en) | Equipment for producing paved inner lining PVC of inner lining PVC reinforced concrete sewer pipe | |
| CN205123204U (en) | Prefabricated cable calandria connecting catheters | |
| CN212004628U (en) | Prestressed concrete pipe with double rubber ring interfaces | |
| CN214833311U (en) | Assembled drainage pipe |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |