CN211548863U - Large-section prestressed frame beam pouring maintenance system - Google Patents
Large-section prestressed frame beam pouring maintenance system Download PDFInfo
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- CN211548863U CN211548863U CN201920726426.3U CN201920726426U CN211548863U CN 211548863 U CN211548863 U CN 211548863U CN 201920726426 U CN201920726426 U CN 201920726426U CN 211548863 U CN211548863 U CN 211548863U
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- water
- supporting beam
- plate
- position control
- maintenance device
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- 238000012423 maintenance Methods 0.000 title claims abstract description 66
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 98
- 238000003860 storage Methods 0.000 claims abstract description 23
- 230000000903 blocking effect Effects 0.000 claims description 12
- 239000007921 spray Substances 0.000 claims description 4
- 238000001914 filtration Methods 0.000 claims description 2
- 239000002893 slag Substances 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 10
- 229910000831 Steel Inorganic materials 0.000 description 12
- 239000010959 steel Substances 0.000 description 12
- 238000003973 irrigation Methods 0.000 description 5
- 230000002262 irrigation Effects 0.000 description 5
- 238000003466 welding Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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Abstract
The utility model provides a maintenance system is pour to big cross-section prestressing force frame roof beam, its characterized in that: arranging a supporting beam strut on the bearing platform plate at the top of the longitudinal supporting beam, connecting the top end of the supporting beam strut with the cantilever supporting beam, and arranging a supporting beam diagonal brace between the cantilever supporting beam and the bearing platform plate; arranging a position control baffle and a rope block pier on the upper surface of the cantilever support beam, and arranging a position control rope between the position control baffle and the rope block pier; connecting the top end of the position control baffle with the sliding maintenance device, and tightly connecting an elastic connecting plate on the sliding maintenance device with the frame beam; a downpipe is arranged between the sliding maintenance device and the water storage tank. The utility model discloses can effectively promote the quality of concrete maintenance construction to can realize the recycle of maintenance water when avoiding the maintenance water polluted environment.
Description
Technical Field
The utility model relates to a building engineering field, in particular to can effectively promote the quality of concrete maintenance construction, avoid maintenance water polluted environment, realize maintenance water's recycle's big cross-section prestressed frame roof beam and pour the maintenance system, be applicable to big cross-section prestressed frame roof beam construction engineering.
Background
In the important link of concrete pouring construction during concrete curing, the curing quality of the concrete is obviously influenced on the formation of the concrete strength. For the maintenance of the concrete frame beam, a surface watering mode is usually adopted, so that the lower surface of the large-section beam is difficult to effectively preserve moisture, and the phenomenon of beam body cracking is not fresh.
There has been a concrete structure curing means among the prior art, including a flexible pipe and a sprinkling irrigation hose, the one end of flexible pipe links to each other with the water source, the other end links to each other with the one end of sprinkling irrigation hose, the other end of sprinkling irrigation hose links firmly a mounting flange, a movable flange passes through the clamp with mounting flange and links to each other, be equipped with the sealing washer between mounting flange and movable flange, be equipped with a closure plate in the through-hole of the outer end tip of movable flange, be equipped with a plurality of hole for water spraying along the even interval of length direction of sprinkling irrigation hose on the sprinkling irrigation hose, be equipped with first water valve and second water valve respectively at the one end that flexible pipe and water source link to each other and the one end that links to each other. The structure is convenient to operate, can improve the field construction efficiency to a certain extent, but is still to be further researched in the aspects of improving the maintenance effect, realizing the recycling of the maintenance water and the like.
In view of this, the invention of the large-section prestressed frame beam pouring and curing system which can improve the quality of concrete curing construction, avoid the pollution of curing water to the environment and realize the recycling of the curing water is urgently needed.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a not only can promote concrete placement and maintenance construction quality, can improve the bearing capacity of construction structures moreover, can also reduce the template and prop up the big cross-section prestressed frame roof beam of establishing and the degree of difficulty of location and pour the maintenance system.
In order to realize above arbitrary utility model purpose, the utility model provides a maintenance system's structure is pour to big cross-section prestressing force frame roof beam pours the maintenance to the frame roof beam, arranges in on the bearing platform board at vertical corbel top, include:
the device comprises a supporting beam strut, an overhanging supporting beam, a supporting beam inclined strut, a position control baffle, a rope blocking pier, a sliding maintenance device and a water storage tank;
the supporting beam strut is arranged on the bearing platform plate at the top of the longitudinal supporting beam, the top end of the supporting beam strut is connected with the cantilever supporting beam to form an L-shaped structure, and the supporting beam diagonal brace is arranged between the cantilever supporting beam and the bearing platform plate;
the position control baffle and the rope blocking piers are arranged on the upper surface of the cantilever supporting beam, the position control baffle and the rope blocking piers are arranged at intervals, and position control ropes are arranged between the position control baffle and the rope blocking piers;
the top end of the position control baffle is connected with a sliding maintenance device, and the sliding maintenance device is connected with the frame beam; the water storage tank is arranged on the bearing platform plate and is communicated with the sliding maintenance device.
In some embodiments, the elastic connecting plate on the sliding maintenance device is tightly connected with the frame beam.
In some embodiments, the water storage tank is disposed corresponding to the position of the sliding maintenance device, and a downpipe is disposed between the sliding maintenance device and the water storage tank.
In some embodiments, the downspout is perpendicular to the load-bearing platform panel.
In some embodiments, the sliding maintenance device is communicated with a water supply pipe, one end of the water supply pipe is communicated and connected with the sliding maintenance device, and the other end of the water supply pipe passes through the water supply pump and is communicated and connected with the water storage tank.
In some embodiments, the sliding maintenance device consists of a water interception trough plate, a movable water pipe, a combined closing plate and an elastic connecting plate, wherein the movable water pipe is communicated with a water supply pipe and is connected with the water interception trough plate through a water pipe buttress, and a water spray head is arranged on the upper surface of the movable water pipe; the combined closing plate is vertically arranged along the periphery of the water intercepting trough plate, and the top end of the combined closing plate is connected with the elastic connecting plate.
In some embodiments, a filter plate is disposed inside the water storage tank, and the sidewall is in communication with the water supply pipe and the water supply pump.
Compared with the prior art, the utility model discloses following beneficial effect has:
(1) the utility model relates to a maintenance system is pour to big cross-section prestressing force frame roof beam adopts the curing means that slides to carry out the water spray maintenance to the concrete beam, can carry out the maintenance construction to the roof beam bottom, has promoted the quality of concrete maintenance construction.
(2) The utility model relates to a big cross-section prestressing force frame roof beam pours curing means's that slides of maintenance system cut the trough plate and links to each other with the storage water tank, can realize the recycle of maintenance water when avoiding maintenance water polluted environment.
Drawings
Fig. 1 is a schematic structural view of pouring and maintaining a large-section prestressed frame beam according to an embodiment of the present invention;
fig. 2 is a cross-sectional view of the slip maintenance device for cast maintenance of the large-section prestressed frame girder of fig. 1.
In the figure: 1-a frame beam; 2-longitudinal supporting beams; 3-water supply pump; 4-a load-bearing platform plate; 5-a slag filtering plate; 6-beam brace strut; 7-cantilever supporting beam; 8-bracing a beam diagonal brace; 9-position control baffle; 10-rope blocking pier; 11-a position control rope; 12-a sliding maintenance device; 13-an elastic connection plate; 14-a water storage tank; 15-a downpipe; 16-a sprinkler head; 17-a water intercepting trough plate; 18-moving the water pipe; 19-a composite closing plate; 20-water pipe buttress; 21-water supply pipe.
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 all belong to the protection scope of the present invention.
It will be understood by those skilled in the art that in the present disclosure, the terms "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in a generic and descriptive sense only and not for purposes of limitation, as the terms are used in the description to indicate that the referenced device or element must have the specified orientation, be constructed and operated in the specified orientation, and not for the purposes of limitation.
It is understood that the terms "a" and "an" should be interpreted as meaning that a number of one element or element is one in one embodiment, while a number of other elements is one in another embodiment, and the terms "a" and "an" should not be interpreted as limiting the number.
Fig. 1 is the utility model discloses big cross-section prestressed frame roof beam pours maintenance structure sketch map, and fig. 2 is the maintenance device cross section picture that slides of fig. 1. Referring to fig. 1 to 2, the structure of the large-section prestressed frame beam pouring maintenance system is shown, the frame beam (1) is poured and maintained, and is placed on a bearing platform plate (4) at the top of a longitudinal supporting beam (2), and the method comprises the following steps:
the device comprises a supporting beam strut (6), a cantilever supporting beam (7), a supporting beam inclined strut (8), a position control baffle (9), a rope block pier (10), a sliding maintenance device (12) and a water storage tank (14); wherein prop roof beam pillar (6) and set up on vertical corbel piece (2) top bearing platform board (4), prop the top of roof beam pillar (6) and encorbelment and prop roof beam (7) and be connected, constitute a L word structure, prop roof beam bracing (8) and set up encorbelmenting between roof beam (7) and bearing platform board (4), play the supporting role.
The position control baffle (9) and the rope blocking pier (10) are arranged on the upper surface of the cantilever beam (7), the position control baffle (9) and the rope blocking pier (10) are arranged at intervals, and a position control rope (11) is arranged between the position control baffle (9) and the rope blocking pier (10); specifically, one end of a position control rope (11) is connected with a position control baffle (9), and the other end of the position control rope penetrates through the rope baffle and then is connected with external winding and pulling equipment.
The top of accuse position baffle (9) links to each other with maintenance device (12) that slides, and maintenance device (12) that slides is connected with the frame roof beam the utility model discloses an in the embodiment, elastic connection board (13) on the maintenance device (12) that slides are connected closely with frame roof beam (1).
The water storage tank (14) is arranged on the bearing platform plate (4) and is arranged corresponding to the position of the sliding maintenance device (12), a downpipe (15) is arranged between the sliding maintenance device (12) and the water storage tank (14), and preferably, the downpipe (15) is perpendicular to the bearing platform plate (4). In addition, the sliding maintenance device (12) is communicated with a water supply pipe (21), one end of the water supply pipe (21) is communicated and connected with the sliding maintenance device (12), and the other end of the water supply pipe passes through the water supply pump (3) and is communicated and connected with the water storage tank (14).
As shown in fig. 2, the sliding maintenance device (12) is composed of a water cut-off trough plate (17), a movable water pipe (18), a combined closing plate (19) and an elastic connecting plate (13), wherein the movable water pipe (18) is communicated with a water supply pipe (21) and is connected with the water cut-off trough plate (17) through a water pipe buttress (20), and the upper surface of the movable water pipe is provided with a water spray head (16); the combined closing plate (19) is vertically arranged along the periphery of the water cut-off trough plate (17), and the top end of the combined closing plate is connected with the elastic connecting plate (13); the inside of the water storage tank (14) is provided with a filter residue plate (5), and the side wall of the water storage tank is communicated with a water supply pipe (21) and a water supply pump (3).
The width of the frame beam (1) is 60cm, the height is 1.2m, and the concrete strength grade is C35.
The longitudinal corbel (2) adopts H-shaped steel with the specification of 150 multiplied by 7 multiplied by 10.
The water supply pump (3) adopts a 220v motor and a medium-flow water pump with a head of 24 m.
The bearing platform plate (4) is made of a steel plate with the thickness of 6 mm.
The filter residue plate (5) is made of a steel plate with the thickness of 1mm, and holes with the diameter of 2mm are formed in the filter residue plate (5).
The supporting beam support column (6) and the supporting beam inclined support (8) are both formed by rolling H-shaped steel with the specification of 150 multiplied by 7 multiplied by 10. The cantilever supporting beams (7) are all H-shaped steel with the specification of 100 multiplied by 6 multiplied by 8 and are connected with the supporting beam support columns (70) and the supporting beam inclined struts (8) in a welding mode.
The position control baffle (9) is made of a steel plate with the thickness of 2 mm.
The rope blocking pier (10) is formed by rolling a steel plate with the thickness of 2 mm.
The position control rope (11) adopts a steel wire rope with the diameter of 10 mm.
The sliding maintenance device (12) is composed of a water intercepting trough plate (17), a movable water pipe (18), a combined closing plate (19) and an elastic connecting plate (13). Wherein the elastic connecting plate (13) is made of a rubber plate with the thickness of 10 mm; the movable water pipe (18) adopts a steel pipe with the diameter of 60 mm; the water interception trough plate (17) is a steel plate with the thickness of 1 mm; the combined closing plate (19) is made of a steel plate with the thickness of 2mm and is connected with the water intercepting trough plate (17) in a welding mode.
The water storage tank (14) is formed by welding iron sheets with the thickness of 0.2mm and has the volume of 1m 3.
The downpipe (15) and the water supply pipe (21) both adopt rubber pipes with the diameter of 60 mm.
The sprinkler head (16) adopts a water-saving sprinkler head.
The water pipe buttress (20) is made of a steel pipe material with the diameter of 100 mm.
The present invention is not limited to the above-mentioned preferred embodiments, and any other products in various forms can be obtained by the teaching of the present invention, but any changes in the shape or structure thereof, which have the same or similar technical solutions as the present invention, fall within the protection scope of the present invention.
Claims (5)
1. The utility model provides a maintenance system is pour to big cross-section prestressing force frame roof beam pours frame roof beam (1), pours the maintenance in frame roof beam (1), arranges in on bearing platform board (4) at vertical corbel roof beam (2) top, its characterized in that includes:
the device comprises a supporting beam strut (6), a cantilever supporting beam (7), a supporting beam inclined strut (8), a position control baffle (9), a rope block pier (10), a sliding maintenance device (12) and a water storage tank (14);
the supporting beam strut (6) is arranged on the bearing platform plate (4) at the top of the longitudinal supporting beam (2), the top end of the supporting beam strut (6) is connected with the cantilever supporting beam (7) to form an L-shaped structure, and the supporting beam diagonal brace (8) is arranged between the cantilever supporting beam (7) and the bearing platform plate (4);
the position control baffle (9) and the rope blocking pier (10) are arranged on the upper surface of the cantilever beam (7), the position control baffle (9) and the rope blocking pier (10) are arranged at intervals, and a position control rope (11) is arranged between the position control baffle (9) and the rope blocking pier (10);
the top end of the position control baffle (9) is connected with a sliding maintenance device (12), and the sliding maintenance device (12) is connected with the frame beam (1); the water storage tank (14) is arranged on the bearing platform plate (4), and the water storage tank (14) is communicated with the sliding maintenance device (12);
the water storage tank (14) is arranged corresponding to the position of the sliding maintenance device (12), and a downpipe (15) is arranged between the sliding maintenance device (12) and the water storage tank (14); the sliding maintenance device (12) is communicated with a water supply pipe (21), one end of the water supply pipe (21) is communicated and connected with the sliding maintenance device (12), and the other end of the water supply pipe passes through the water supply pump (3) and is communicated and connected with the water storage tank (14); wherein the downpipe (15) and the water supply pipe (21) both adopt rubber pipes.
2. The large-section prestressed frame beam pouring and curing system according to claim 1, wherein the elastic connecting plate (13) on the sliding curing device (12) is tightly connected with the frame beam (1).
3. The large-section prestressed frame beam casting maintenance system according to claim 1, wherein the downpipe (15) is perpendicular to the load-bearing platform slab (4).
4. The large-section prestressed frame beam pouring maintenance system according to claim 1, wherein the sliding maintenance device (12) is composed of a water cut-off trough plate (17), a movable water pipe (18), a combined closing plate (19) and an elastic connecting plate (13), the movable water pipe (18) is communicated with a water supply pipe (21) and is connected with the water cut-off trough plate (17) through a water pipe buttress (20), and a water spray head (16) is arranged on the upper surface of the movable water pipe; the combined closing plate (19) is vertically arranged along the periphery of the water cut-off trough plate (17), and the top end of the combined closing plate is connected with the elastic connecting plate (13).
5. The large-section prestressed frame beam pouring and curing system according to claim 1, wherein a slag filtering plate (5) is arranged inside the water storage tank (14), and the side wall is communicated with a water supply pipe (21) and a water supply pump (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920726426.3U CN211548863U (en) | 2019-05-20 | 2019-05-20 | Large-section prestressed frame beam pouring maintenance system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920726426.3U CN211548863U (en) | 2019-05-20 | 2019-05-20 | Large-section prestressed frame beam pouring maintenance system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211548863U true CN211548863U (en) | 2020-09-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920726426.3U Active CN211548863U (en) | 2019-05-20 | 2019-05-20 | Large-section prestressed frame beam pouring maintenance system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211548863U (en) |
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2019
- 2019-05-20 CN CN201920726426.3U patent/CN211548863U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231109 Address after: 310003 Three Units 1901, Wanda Commercial Center, Gongshu District, Hangzhou City, Zhejiang Province Patentee after: HANGZHOU JIANGRUN TECHNOLOGY Ltd. Address before: Room 1260, building 5, No. 495, Yuejin South Road, Xinhai Town, Chongming District, Shanghai 202172 Patentee before: Advocating Creation (Shanghai) Consulting Management Firm |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231227 Address after: Building 9, 1st Floor, No. 41 Chuqiao Middle Street, Wuhou District, Chengdu City, Sichuan Province, 610000 Patentee after: Sichuan Jiaojian Urban Construction and Development Co.,Ltd. Address before: 310003 Three Units 1901, Wanda Commercial Center, Gongshu District, Hangzhou City, Zhejiang Province Patentee before: HANGZHOU JIANGRUN TECHNOLOGY Ltd. |
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| TR01 | Transfer of patent right |