CN213597490U - Post-cast strip strutting arrangement - Google Patents
Post-cast strip strutting arrangement Download PDFInfo
- Publication number
- CN213597490U CN213597490U CN202022408712.0U CN202022408712U CN213597490U CN 213597490 U CN213597490 U CN 213597490U CN 202022408712 U CN202022408712 U CN 202022408712U CN 213597490 U CN213597490 U CN 213597490U
- Authority
- CN
- China
- Prior art keywords
- post
- pipe
- cast strip
- concrete
- strutting arrangement
- 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
Images
Landscapes
- Sink And Installation For Waste Water (AREA)
Abstract
The utility model discloses a post-cast strip strutting arrangement, including stay tube, three-way pipe and connecting pipe, the stay tube is used for being connected with the post-cast strip template, and the three-way pipe suit is on the stay tube, and the side siphunculus mouth of connecting pipe and three-way pipe is connected. The utility model discloses a post-cast strip strutting arrangement, when pouring the post-cast strip, near the pre-reserved entrance to a cave of post-cast strip, the three-way pipe suit is on the stay tube, the connecting pipe is screwed up with the three-way pipe, the strutting arrangement who will assemble inserts the pre-reserved entrance to a cave, utilize the scaffold to fix strutting arrangement, guarantee strutting arrangement's the straightness that hangs down, near post-cast strip concrete placement accomplishes the back, pour the concrete through the connecting pipe, guarantee that the concrete reaches the stay tube top, pour the back, observe the concrete height at the connecting pipe, whether will supply the concrete, with this compactness of guaranteeing the concrete, treat that the concrete reaches regulation intensity after, demolish the scaffold, keep strutting arrangement, the supporting operation of completion post-cast strip that can be simple swift.
Description
Technical Field
The utility model relates to a construction technical field, in particular to post-cast strip strutting arrangement.
Background
With the vigorous development of the construction industry, large-area underground garages and large-volume buildings are gradually increased, in order to prevent harmful cracks possibly occurring due to uneven self shrinkage or uneven settlement of concrete, a post-cast strip must be arranged, the retention time of the post-cast strip is long, the support of the post-cast strip is a great key in the actual construction process, the stability of the post-cast strip is extremely important, the traditional building method is to build a scaffold for support, the method cannot be used for carrying out top-returning treatment after dismantling, the support needs to be built independently, and workers are easy to dismantle by mistake; the scaffold occupies a large area, influences the smoothness of roads, hinders construction, has long remaining time and high steel tube lease cost.
Therefore, how to improve the construction efficiency of post-cast strip support is a technical problem to be solved urgently by the technical personnel in the field.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a post-cast strip supporting device,
in order to solve the technical problem, the utility model provides a post-cast strip strutting arrangement, including stay tube, three-way pipe and connecting pipe, the stay tube is used for being connected with the post-cast strip template, the three-way pipe suit in on the stay tube, just the connecting pipe with the side siphunculus mouth of three-way pipe is connected.
Preferably, the connecting pipe is a 45 ° PVC elbow pipe.
Preferably, the pipe orifices of the three-way pipe are provided with internal threads, and the end part of the connecting pipe is provided with external threads matched with the internal threads.
Preferably, the pipe diameter of the connecting pipe is the same as that of the support pipe.
Preferably, the joint of the three-way pipe and the support pipe is filled with a sealant.
Preferably, the support tube is a PVC tube.
The utility model provides a post-cast strip strutting arrangement, including stay tube, three-way pipe and connecting pipe, the stay tube is used for being connected with the post-cast strip template, and the three-way pipe suit is on the stay tube, and the side siphunculus mouth of connecting pipe and three-way pipe is connected. The application discloses a post-cast strip supporting device, when a post-cast strip is poured, a hole is reserved in advance on a template near the post-cast strip, a supporting tube, a three-way tube and a connecting tube are assembled on site, the three-way tube is sleeved on the supporting tube, the connecting tube is screwed with the three-way tube to prevent looseness, the assembled supporting device is inserted into the template to reserve the hole in advance, a full scaffold is utilized to fix the supporting device to ensure the verticality of the supporting device, after concrete pouring near the post-cast strip is completed, concrete is poured through the connecting tube to ensure that the concrete reaches the top of the supporting tube, finally, after all the supporting devices are poured, the height of the concrete in the connecting tube is observed again in half an hour to ensure whether the concrete needs to be supplemented or not, so as to ensure the compactness of the concrete, after the concrete reaches the specified strength, the scaffold is removed, the supporting device is reserved, and the compactness, the supporting work of the post-cast strip can be simply and quickly completed, and the stability of the post-cast strip is guaranteed.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts.
Fig. 1 is a schematic overall structure diagram of an embodiment of the present invention;
fig. 2 is a side view of the structure shown in fig. 1.
Wherein, in fig. 1-2:
a supporting pipe-1, a three-way pipe-2 and a connecting pipe-3.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 and fig. 2, fig. 1 is a schematic overall structure diagram of an embodiment of the present invention; fig. 2 is a side view of the structure shown in fig. 1.
The utility model provides an among the concrete embodiment, mainly include stay tube 1, three-way pipe 2 and connecting pipe 3, stay tube 1 is used for being connected with the post-cast strip template, and three-way pipe 2 suit is on stay tube 1, and connecting pipe 3 is connected with three-way pipe 2's side siphunculus mouth.
The supporting tube 1 is used for being connected with a post-cast strip template, the three-way tube 2 is sleeved on the supporting tube 1, the connecting tube 3 is connected with a side through tube opening of the three-way tube 2, and the connecting tube 3 is used for pouring concrete to the supporting tube 1 to form a post-cast strip.
Specifically, in the middle of the actual application process, a hole is reserved in advance in a template near a post-cast strip, a support pipe 1, a three-way pipe 2 and a connecting pipe 3 are assembled on site, the three-way pipe 2 is sleeved on the support pipe 1, the connecting pipe 3 is screwed with the PVC three-way pipe 2 and is prevented from loosening, the assembled support device is inserted into the template, the hole is reserved in advance, a full scaffold is utilized, the support device is fixed, the verticality of the support device is guaranteed, after concrete pouring near the post-cast strip is completed, concrete is poured through the connecting pipe 3, the concrete is guaranteed to reach the top of the support pipe 1, and finally, after all the support devices are poured, the height of the concrete at the connecting pipe 3 is observed again in half an hour, whether the concrete needs to be supplemented or not, the compactness of the concrete is guaranteed, after the concrete reaches the specified strength, the scaffold.
In order to optimize the advantages that the post-cast strip supporting device in the embodiment has high construction efficiency and low manufacturing cost, the connecting pipe 3 is a 45-degree PVC elbow pipe. The PVC pipe is the most commonly used pipe utensil in the building engineering construction, has the purchase convenience, and convenient to use's advantage can improve strutting arrangement's preparation efficiency greatly and reduce the cost of manufacture, sets up connecting pipe 3 into 45 PVC pipes, is favorable to pouring of concrete, improves the operating efficiency.
Based on this, in order to improve the quality of pouring, the mouth of pipe of three-way pipe 2 all is equipped with the internal thread, and the 3 tip of connecting pipe is equipped with the external screw thread with internal thread complex. The three-way pipe 2 and the connecting pipe 3 are connected through the matching of the internal thread and the external thread, the building speed of the supporting device can be increased, the construction efficiency is improved, in addition, the connection stability between the three-way pipe 2 and the connecting pipe 3 can be improved through the matching of the internal thread and the external thread, the situation that the supporting device is prevented from toppling over in the pouring process is guaranteed, and the construction efficiency is guaranteed.
Further, the pipe diameter of the connection pipe 3 is the same as that of the support pipe 1. In the concrete pouring process, the concrete needs to flow well, the pipe diameter of the connecting rod 3 is the same as that of the supporting pipe 1, so that the concrete can be poured more easily, and the construction progress and efficiency are guaranteed.
It should be noted that the joint of the three-way pipe 2 and the support pipe 1 is filled with a sealant. The sealing glue is arranged, so that the sealing performance between the three-way pipe 2 and the supporting pipe 1 is better, the leakage of concrete in the concrete pouring process and the leakage of the concrete during the solidification are avoided, and the pouring quality is ensured.
Finally, it should also be noted that the support tube 1 is a PVC tube. The PVC pipe is the most commonly used pipe in the construction of constructional engineering, and has the advantages of convenient purchase and use.
In conclusion, the post-cast strip strutting arrangement that this embodiment provided mainly includes stay tube, three-way pipe and connecting pipe, and the stay tube is used for being connected with the post-cast strip template, and the three-way pipe suit is on the stay tube, and the side siphunculus mouth of connecting pipe and three-way pipe is connected. The application discloses a post-cast strip supporting device, when a post-cast strip is poured, a hole is reserved in advance on a template near the post-cast strip, a supporting tube, a three-way tube and a connecting tube are assembled on site, the three-way tube is sleeved on the supporting tube, the connecting tube is screwed with a PVC three-way tube to prevent looseness, the assembled supporting device is inserted into the template to reserve the hole in advance, a full scaffold is utilized to fix the supporting device to ensure the verticality of the supporting device, after concrete pouring near the post-cast strip is completed, concrete is poured through the connecting tube to ensure that the concrete reaches the top of the supporting tube, finally, after all the supporting devices are poured, the height of the concrete in the connecting tube is observed again in half an hour to ensure whether the concrete needs to be supplemented or not, so as to ensure the compactness of the concrete, after the concrete reaches the specified strength, the scaffold is dismantled, the supporting device is reserved, and the compactness, the supporting work of the post-cast strip can be simply and quickly completed, and the stability of the post-cast strip is guaranteed.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (6)
1. The post-cast strip supporting device is characterized by comprising a supporting pipe (1), a three-way pipe (2) and a connecting pipe (3), wherein the supporting pipe (1) is used for being connected with a post-cast strip template, the three-way pipe (2) is sleeved on the supporting pipe (1), and the connecting pipe (3) is connected with a side through pipe opening of the three-way pipe (2).
2. A post-cast strip support device according to claim 1, characterized in that the connecting tube (3) is a 45 ° PVC elbow tube.
3. The post-cast strip supporting device according to claim 2, characterized in that the pipe orifices of the three-way pipe (2) are provided with internal threads, and the end part of the connecting pipe (3) is provided with external threads matched with the internal threads.
4. A post-cast strip supporting device according to claim 3, characterized in that the pipe diameter of the connecting pipe (3) is the same as the pipe diameter of the supporting pipe (1).
5. The post-cast strip supporting device according to claim 4, characterized in that the joint of the three-way pipe (2) and the supporting pipe (1) is filled with sealant.
6. A post-cast strip support device according to claim 5, characterized in that the support tube (1) is a PVC tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022408712.0U CN213597490U (en) | 2020-10-26 | 2020-10-26 | Post-cast strip strutting arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022408712.0U CN213597490U (en) | 2020-10-26 | 2020-10-26 | Post-cast strip strutting arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213597490U true CN213597490U (en) | 2021-07-02 |
Family
ID=76592669
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022408712.0U Active CN213597490U (en) | 2020-10-26 | 2020-10-26 | Post-cast strip strutting arrangement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213597490U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855884A (en) * | 2022-06-09 | 2022-08-05 | 安徽建工集团股份有限公司总承包分公司 | Construction method facilitating early backfill of post-cast strip of underground foundation structure |
-
2020
- 2020-10-26 CN CN202022408712.0U patent/CN213597490U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855884A (en) * | 2022-06-09 | 2022-08-05 | 安徽建工集团股份有限公司总承包分公司 | Construction method facilitating early backfill of post-cast strip of underground foundation structure |
| CN114855884B (en) * | 2022-06-09 | 2024-03-29 | 安徽建工集团股份有限公司总承包分公司 | Construction method for facilitating advanced backfilling of post-cast strip of underground foundation structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN213597490U (en) | Post-cast strip strutting arrangement | |
| CN109113269A (en) | A kind of screw-thread steel intelligent connector | |
| CN206233596U (en) | Building block exterior wall constructional column concrete casting device | |
| CN207314833U (en) | A kind of construction Novel scissors blade square column shuttering fastening member | |
| CN107762135A (en) | The construction method of skin scaffold wall connecting piece | |
| CN212926718U (en) | Prefabricated horizontal grouting sleeve connecting wall unit and wall | |
| CN207633342U (en) | A kind of bridge pile foundation pile crown abolishes device | |
| CN209211771U (en) | A kind of screw-thread steel intelligent connector | |
| CN212003113U (en) | Broken rock mass slip casting is with only thick liquid device | |
| CN205976503U (en) | Vertical concrete structure's template lacing device | |
| CN210658040U (en) | Integrated construction template for bridge pier column in special environment | |
| CN211622016U (en) | Cast-in-place floor construction hole shutoff hangs mould device | |
| CN218061483U (en) | Crowbar for dismantling aluminum template | |
| CN218028926U (en) | Concrete structure shear wall position scaffold frame is with reserving entrance to a cave construction structures | |
| CN207453121U (en) | A kind of hydraulic structure flow-passing surface pre-embedded anchoring bolts | |
| CN206309020U (en) | Circular shuttering bracing means | |
| CN111535173A (en) | Bridge wet joint connecting structure and connecting method | |
| CN215889362U (en) | Bowl mouth type electromechanical sleeve reservation device | |
| CN206245714U (en) | A kind of floating junction | |
| CN205976565U (en) | PVC pipe root protective sheath | |
| CN206270331U (en) | A kind of monitoring point perforate protection device of groundwater monitoring | |
| CN217949754U (en) | Can have enough to meet need peripheral template and consolidate pull rod external member | |
| CN209082559U (en) | A kind of pipe gallery reversely installs barrel formula built-in fitting | |
| CN217078735U (en) | Anchor head chiseling-free application device | |
| CN204531424U (en) | A kind of self-control foam concrete pouring head |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |