CN216803837U - Vibrator combined structure in prefabricated T-beam concrete pouring process - Google Patents
Vibrator combined structure in prefabricated T-beam concrete pouring process Download PDFInfo
- Publication number
- CN216803837U CN216803837U CN202123129335.8U CN202123129335U CN216803837U CN 216803837 U CN216803837 U CN 216803837U CN 202123129335 U CN202123129335 U CN 202123129335U CN 216803837 U CN216803837 U CN 216803837U
- Authority
- CN
- China
- Prior art keywords
- concrete
- prefabricated
- vibrating
- vibrator
- attached
- 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
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model belongs to the technical field of prefabricated T-beam pouring application, and particularly discloses a vibrator combined structure in a prefabricated T-beam concrete pouring process, which comprises an inserted vibrating bar and a plurality of attached vibrators; the inserted vibrating spear is used for vibrating the concrete at the wing plate and the upper part of the web plate of the prefabricated T-beam template, and the concrete at the middle position of the horseshoe is vibrated; the plurality of attached vibrators are arranged on the outer walls of the two sides of the prefabricated T-beam formwork in a diamond shape. The utility model has the beneficial effects that: 1. the combined use of the attached vibrator and the inserted vibrating spear ensures the concrete vibration construction quality of the prefabricated T-beam, ensures the concrete pouring compactness and promotes the high-quality development of the highway bridge engineering project; 2. the attached vibrators distributed in a diamond shape are arranged, the wing plates and the concrete on the upper portion of the web plate are combined and opened in a pouring process through the inserted vibrating rods, and the T-shaped beam is suitable for T-beam construction in a precast beam yard, construction quality is improved, and construction efficiency is improved.
Description
Technical Field
The utility model belongs to the technical field of prefabricated T-beam pouring application, and particularly relates to a vibrator combined structure in a prefabricated T-beam concrete pouring process.
Background
In the process of gradually maturing prefabricated T-beam construction technology, the control of concrete pouring process tends to be normalized. The concrete pouring quality of the prefabricated T-shaped beam is improved, so that the public safety and the transportation safety of the constructed expressway can be greatly influenced. In the production and processing of the concrete prefabricated part, in order to ensure the molding quality of the part, the concrete part needs to be compacted by a vibrator in the pouring process.
The plug-in vibrating spear can not be covered completely, leakage vibration is caused easily, the vibrating space is limited by the arranged steel bars, the vibrating effect is not ideal, the appearance quality of lining concrete is poor, and the side wall has quality defects such as honeycomb pitted surface and exposed ribs easily.
Therefore, based on the problems, the utility model provides a vibrator combined structure in the concrete pouring process of a prefabricated T-shaped beam.
Contents of utility model
Utility model purpose: the utility model aims to provide a vibrator combined structure in the concrete pouring process of a prefabricated T-shaped beam, and solve the problems of the concrete pouring vibration of the prefabricated T-shaped beam at present.
The technical scheme is as follows: the utility model provides a vibrator combined structure in a precast T-beam concrete pouring process, which comprises an insertion type vibrating bar and a plurality of attached vibrators; the inserted vibrating spear is used for vibrating the concrete on the upper parts of the wing plate and the web plate of the prefabricated T-beam template, and the concrete in the middle position of the horseshoe is vibrated; the attached vibrators are arranged on the outer walls of the two sides of the prefabricated T-beam formwork in a rhombic shape.
According to the technical scheme, after the plug-in vibrating spear is inserted into concrete of a prefabricated T-beam template, the distance between a spearhead and the template is not more than 100m, the distance between drop rods is 30cm, and the plug-in vibrating spear is inserted into lower-layer concrete for 5cm, so that the upper layer and the lower layer are closely connected.
According to the technical scheme, the attached vibrators are arranged in a rhombus shape with the horizontal interval of 1.5m, and the attached vibrators with enough quantity are arranged on the outer walls of the two sides of the prefabricated T-beam template to enhance vibration, so that the attached vibrators are suitable for being arranged in the beam length range.
According to the technical scheme, the PVC pipes matched with the inserted vibrating rods for use are arranged in the prefabricated T beam template, the PVC pipes are arranged at the positions of the reinforcing steel bars under the anchors, and pipe joints are lifted synchronously along with the concrete pouring surface in the pouring process.
In the technical scheme, the attached vibrator adopts an intelligent high-frequency vibrating system, and through special people or informatization control, the vibrating is started according to the blanking pouring position, so that the empty vibration of the template is avoided, and the size and the position of the template are prevented from changing.
The utility model provides a use method of a vibrator combined structure in a precast T-beam concrete pouring process, which comprises the following steps of (1) before concrete is poured, comprehensively checking a template to ensure that the positions of a corrugated pipe, an anchor backing plate, a horn tube, a spiral reinforcement embedded part and the like are accurate and the positioning is firm, and when the concrete is poured, the concrete is sequentially progressed from one end of a beam to the other end, and the horizontal layered thickness is not more than 30cm by adopting a mode of horizontal and oblique layered pouring and continuous pouring from top to top at one time; (2) the attachment vibrators are arranged on two sides of a beam body at a horizontal interval of 1.5m in a rhombic mode, and the attachment vibrators are checked to be tightly attached to a side mold vibration frame in the pouring process, so that the vibration force of concrete is absorbed to the maximum extent; (3) pouring concrete into a prefabricated T-beam template, vibrating a web plate by adopting a mode of taking an attached vibrator as a main mode and taking an inserted vibrator as an auxiliary mode, and determining vibrating and interrupting time according to a process test; (4) jointly vibrating for 2-3 minutes by using the plug-in vibrating spear and the attached vibrator, and after the interval is 3-4 minutes, starting the attached vibrator again to vibrate for 1-2 minutes, so that the concrete is ensured to be compact, the air in the concrete is evacuated as far as possible, and the quality of the concrete surface is ensured to be vibrated by using the plug-in vibrating spear; (5) the intensive region of reinforcing bar sets up the tamper and transfers the passageway before pouring, and reinforcing bar department installation PVC pipe under the anchor pours the in-process tube coupling and promotes along with concrete placement face is synchronous, ensures that the tamper effectively vibrates along with the concrete unloading.
In the technical scheme, when the vibrating rod is difficult to insert in the step (3), the vibrating rod is compacted by adopting an attached vibrator or a manual inserting and tamping mode; the position of the attached vibrator and the position and the number of the attached vibrators during opening each time are adjusted to prevent the attached vibrator from vibrating too much, the template is slightly loosened, and the template and the surface adsorption force of concrete form water marks.
According to the technical scheme, in the step (4), the vibration follows the principle of quick insertion and slow extraction, the time from the insertion to the extraction of the vibrating spear is preferably controlled to be 20s, and the vibrating spear is vibrated to a position where the surface of the concrete is flat and thick, does not generate bubbles and does not sink remarkably; the inclined plane of the upper opening of the horseshoe is preferably used as the height of concrete for layered control, so that air exhaust is facilitated, and the phenomenon that the lower part of the concrete surface which is hardened immediately appears as a pitted surface when the attached vibrator is started when the upper part of the concrete is poured is avoided.
Compared with the prior art, the vibrator combined structure in the precast T-beam concrete pouring process and the using method thereof have the beneficial effects that: 1. the attached vibrator and the inserted vibrating spear are combined for use, the concrete vibration construction quality of the prefabricated T-beam is guaranteed to the maximum extent, the placement direction of the vibrator is determined by fully referring to the characteristics of the prefabricated T-beam and a construction drawing, the concrete pouring compactness is guaranteed, and the high-quality development of a highway bridge engineering project is promoted; 2. the attached vibrators distributed in a diamond shape are arranged, the wing plates and the concrete on the upper portion of the web plate are combined to be opened in a mode of inserting the vibrating rods and pouring, the T-shaped beam is suitable for T-shaped beam construction in a precast beam yard, construction quality is improved, and construction efficiency is improved.
Drawings
FIG. 1 is a schematic structural view of a vibrator combined structure of a prefabricated T-beam formwork vibrating part and an insertion type vibrating spear in the prefabricated T-beam concrete pouring process of the utility model;
FIG. 2 is a schematic view of the arrangement of the attached vibrator of the vibrator assembly structure in the precast T-beam concrete casting process of the present invention;
FIG. 3 is a schematic structural view of the operation flow of the vibrator assembly structure in the process of pouring the prefabricated T-beam concrete;
fig. 4 and 5 are general structural diagrams of the prefabricated T-beam.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Examples
The vibrator combined structure for the precast T-beam concrete pouring process shown in FIGS. 1 to 5 comprises an insertion type vibrating bar 2 and a plurality of attached vibrators 1;
the inserted vibrating spear 2 is used for vibrating the concrete on the upper parts of the wing plate and the web plate of the prefabricated T-beam template, and vibrating the concrete in the middle position of the horseshoe;
the attached vibrators 1 are arranged on the outer walls of the two sides of the prefabricated T-beam formwork in a rhombic shape.
In this embodiment, after the insertion type vibrating rod 2 is inserted into the concrete of the prefabricated T-beam formwork, the distance between the rod head and the formwork is not more than 100m, the distance between the rod heads and the formwork is 30cm, and the lower layer concrete is inserted by 5cm, so that the upper layer and the lower layer are closely joined.
In this embodiment, the attached vibrators 1 are arranged in a rhombus shape with a horizontal interval of 1.5m, and attached vibrators with sufficient number are arranged on the outer walls of the two sides of the prefabricated T-beam template to enhance vibration, so that the attached vibrators are preferably arranged in the beam length range.
In this embodiment, be provided with in the prefabricated T roof beam template with 2 PVC pipes that cooperate and use of bayonet vibrting spear, the reinforcing bar department under the anchor is installed to the PVC pipe, pours the in-process tube coupling and promotes along with concrete placement face is synchronous.
In this embodiment, attached vibrator 1 adopts intelligent high frequency vibration system, through special messenger or information-based control, pours the position according to the unloading and opens the vibration, ensures that template empty vibration does not appear, prevents that template size and position from changing.
The use method of the vibrator combined structure in the precast T-beam concrete pouring process comprises the combination and distribution arrangement of the attached vibrators and the inserted vibrating rods, and the combined use of the vibrators can ensure the concrete vibration construction quality of the precast T-beam to the maximum extent, and the method comprises the following steps:
the attached vibrators are arranged on the templates on the two sides of the T-shaped beam, the vibrators are arranged in a rhombus shape with the horizontal distance of 1.5m, the attached vibrators with enough quantity are arranged on the side molds to enhance vibration, the attached vibrators are all arranged in a proper beam length range, and the phenomenon of leakage vibration caused by untimely dismounting and pouring is avoided.
The concrete on the upper parts of the wing plates and the web plates is mainly vibrated by the inserted vibrating spears.
Vibrating with an inserted vibrating rod, wherein the distance between the rod head and the template is not more than 100m, the distance between the rod heads and the template is 30cm, and inserting the lower layer concrete for 5cm to closely joint the upper layer and the lower layer; the middle position of the horseshoe is subjected to layered vibration by the inserted vibrating spear, the vibration frequency and time are properly adjusted, and the vibration effect of concrete at the horseshoe position can be ensured.
When the insertion type vibrating rod is difficult, the vibrating rod is compacted by adopting an attached vibrator or a manual insertion mode; the position of the attached vibrator and the position and the number of the attached vibrators during opening each time are adjusted to prevent the attached vibrator from vibrating too much, the template is slightly loosened, and the template and the surface adsorption force of concrete form water marks.
In the intensive region of reinforcing bar, consider before pouring to set up the tamper and transfer the passageway, reinforcing bar department installation PVC pipe under the anchor, the in-process tube coupling of pouring promotes along with concrete placement face is synchronous, ensures that the tamper effectively vibrates along with the concrete unloading.
Specifically, the method comprises the following steps:
1. before concrete is poured, the template is comprehensively checked, and the corrugated pipe, the anchor backing plate, the horn tube, the spiral rib embedded part and the like are accurately positioned and firmly positioned. When the concrete is poured, the concrete is gradually poured from one end of the beam to the other end, horizontal and oblique layered pouring is adopted, continuous pouring is continuously carried out from top to top at one time, and the horizontal layered thickness is not more than 30 cm.
2. The attached vibrators on the two sides of the beam body are arranged in a rhombus with the horizontal distance of 1.5m, as shown in figure 2, the attached vibrators adopt intelligent high-frequency vibrating systems, and are controlled by a special person or informationized way, and the vibrating is started according to the blanking pouring position, so that the condition that no template idle vibration occurs is ensured, and the size and the position of the template are prevented from changing; and in the pouring process, the adhesion type vibrator is checked to be tightly attached to the side mold vibration frame, so that the vibration force is absorbed to the maximum extent by the concrete.
3. The web plate is vibrated by adopting a mode of taking an attached vibrator as a main mode and taking an inserted vibrator as an auxiliary mode, and the vibration and the interruption time are determined according to a process test; when the vibrating rod is difficult to insert, the vibrating rod is compacted by adopting an attached vibrator or a manual inserting and tamping mode; the position of the attached vibrator and the position and the number of the attached vibrators during opening each time are adjusted to prevent the attached vibrator from vibrating too much, the template is slightly loosened, and the template and the surface adsorption force of concrete form water marks.
4. The plug-in vibrating spear and the attached vibrator are used for vibrating for 2-3 minutes, after the interval lasts for 3-4 minutes, the attached vibrator is started again for vibrating for 1-2 minutes, the concrete is guaranteed to be compact, air in the concrete is emptied as far as possible, and the quality of the concrete surface is guaranteed to be vibrated by the plug-in vibrating spear. The vibration follows the principle of fast insertion and slow drawing, the time from insertion to drawing of the vibrating spear is preferably controlled to be 20s, and the vibrating spear is vibrated to a position where the surface of the concrete is flat and thick, does not bubble and does not sink remarkably; the inclined plane of the upper opening of the horseshoe is preferably used as the height of concrete layer control to facilitate air exhaust. The phenomenon that the lower part of the concrete surface which is hardened immediately appears pitted surface due to the fact that the attached vibrator is started when the upper part of the concrete is poured is avoided.
5. The intensive region of reinforcing bar can consider before pouring to set up the tamper and transfer the passageway, and reinforcing bar department installation PVC pipe under the anchor pours the in-process tube coupling and promotes along with concrete placement face is synchronous, ensures that the tamper effectively vibrates along with the concrete unloading.
The above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (5)
1. Prefabricated T roof beam concrete placement process vibrator integrated configuration, its characterized in that: comprises an insertion type vibrating bar (2) and a plurality of attached vibrators (1); the inserted vibrating spear (2) is used for vibrating the concrete on the wing plates and the upper part of the web plate of the prefabricated T-beam template, and vibrating the concrete in the middle position of the horseshoe; the attached vibrators (1) are arranged on the outer walls of the two sides of the prefabricated T-beam formwork in a diamond shape.
2. The prefabricated T-beam concrete casting process vibrator combined structure of claim 1, wherein: after the plug-in vibrating spear (2) is inserted into the concrete of the prefabricated T-beam template, the distance between the spear head and the template is not more than 100m, the distance between the spear heads and the falling spear is 30cm, and the lower layer concrete is inserted by 5cm, so that the upper layer and the lower layer are closely connected.
3. The prefabricated T-beam concrete casting process vibrator combined structure of claim 1, wherein: the attached vibrators (1) are arranged in a rhombus shape with the horizontal interval of 1.5m, and attached vibrators with enough quantity are arranged on the outer walls of the two sides of the prefabricated T-beam template to enhance vibration, so that the attached vibrators are suitable for being arranged in the beam length range.
4. The prefabricated T-beam concrete casting process vibrator combined structure of claim 1, wherein: be provided with in the prefabricated T roof beam template and cooperate the PVC pipe that uses with bayonet vibrting spear (2), the PVC pipe is installed at anchor reinforcing bar department down, and the pipe coupling promotes along with concrete placement face in the pouring process in step.
5. The precast T beam concrete placement process vibrator combined structure of claim 3, characterized in that: the attached vibrator (1) adopts an intelligent high-frequency vibrating system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123129335.8U CN216803837U (en) | 2021-12-14 | 2021-12-14 | Vibrator combined structure in prefabricated T-beam concrete pouring process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123129335.8U CN216803837U (en) | 2021-12-14 | 2021-12-14 | Vibrator combined structure in prefabricated T-beam concrete pouring process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216803837U true CN216803837U (en) | 2022-06-24 |
Family
ID=82054524
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123129335.8U Active CN216803837U (en) | 2021-12-14 | 2021-12-14 | Vibrator combined structure in prefabricated T-beam concrete pouring process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216803837U (en) |
-
2021
- 2021-12-14 CN CN202123129335.8U patent/CN216803837U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106437142A (en) | Construction method and double-layer formwork structure for cast-in-situ slope roof | |
| CN105839850A (en) | Basement reverse-construction scape post-casting pre-stressed construction method | |
| CN206616862U (en) | Formwork root bracing means | |
| CN106759354A (en) | A kind of stratified continuous pouring mode of ultra-long and ultra-thick volume of concrete foundation | |
| CN102296570B (en) | Construction method for large cast-in-situ reinforced concrete water inlet channel | |
| CN110552370A (en) | Reverse construction method based annular lining wall integral single-side formwork construction method | |
| CN109930455A (en) | A kind of town road kerbstone mounting structure and constructing device and construction method | |
| CN108755692A (en) | Underground structure concrete casting method | |
| CN110409713A (en) | A kind of segmentation of constructional column concrete, which is poured, smashes construction method and constructional column casting and compacting of concrete constructing structure | |
| CN107476567A (en) | It is a kind of to control the pitched roof gradient and the construction method and track-type facilities of thickness | |
| CN114083641A (en) | Vibrator combined structure in precast T-beam concrete pouring process and use method thereof | |
| CN102425110A (en) | Cast-in-situ concrete construction method for full section of urban overpass box girder | |
| CN108457190A (en) | Anchor ceiling board construction method before anchorage | |
| CN105064500B (en) | Balcony beam slab inner side filling wall body and main body structure integral casting construction method | |
| CN216803837U (en) | Vibrator combined structure in prefabricated T-beam concrete pouring process | |
| CN210658959U (en) | Constructional column concrete placement construction structures of smashing | |
| CN207919848U (en) | Top plate of underground parking garage is combined the unit with plastics diaphragm capsule | |
| CN106968398A (en) | A kind of process that support column is poured below balcony | |
| CN214615420U (en) | Manufacturing device for formwork splicing section | |
| CN213979911U (en) | Basement outer wall post-cast strip template structure | |
| CN205224044U (en) | Steel lining bottom plate concrete placement device | |
| CN210738077U (en) | Waterproof reverse-edge aluminum alloy hanging die | |
| CN106638672B (en) | A kind of construction method effectively reducing piping lane haunch area concrete formation bubble | |
| CN210134641U (en) | Construction structures is pour to concrete link plate secondary under roof beam | |
| CN201962948U (en) | Concrete beam pouring template with embedded part at top |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |