CN115341430A - Temporary deformation seam cover plate capable of being internally provided with cable and construction method thereof - Google Patents
Temporary deformation seam cover plate capable of being internally provided with cable and construction method thereof Download PDFInfo
- Publication number
- CN115341430A CN115341430A CN202211040317.9A CN202211040317A CN115341430A CN 115341430 A CN115341430 A CN 115341430A CN 202211040317 A CN202211040317 A CN 202211040317A CN 115341430 A CN115341430 A CN 115341430A
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- plate
- deformation joint
- pair
- support
- sliding rod
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/08—Temporary pavings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/16—Reinforcements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
Abstract
The invention discloses a temporary deformation seam cover plate capable of being internally provided with a cable and a construction method thereof, wherein the temporary deformation seam cover plate comprises a first plate (1), a second plate (2), a support plate (3) and a slide bar (4); one end of each first plate (1) is rotatably connected to the bottom of the support plate (3), the other end of each first plate (1) is supported on two side walls of the deformation joint (5), and the sliding rod (4) is telescopically connected between the other ends of the first plates (1) to enable the first plates (1) and the sliding rod (4) to form a triangular support structure; one end of each of the second plate members (2) is rotatably connected to the two sides of the support plate (3), and the other end of each of the second plate members (2) is overturned and placed on the top surfaces of the two sides of the deformation joint (5) respectively, so that the second plate members (2) and the support plate (3) are covered above the deformation joint (5). The invention can lay the cable by using the deformation joint and simultaneously provides effective cover protection for the deformation joint and the cable.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a temporary deformation seam cover plate capable of being internally provided with cables and a construction method thereof.
Background
In the construction process of building engineering, various devices are required to be used, the cables are often spread over a construction site, in order to provide effective protection for the cables, a cable protection cover plate is usually manufactured in a form of a template and a batten, and a cover is covered above the cables. The cover plate protrudes out of the ground, so that the normal transportation of materials on a construction site is influenced. Meanwhile, because the building material is heavy in weight, the material transport vehicle can frequently roll the cover plate when passing through the cover plate, the cover plate is easily damaged, and a cable below the cover plate is damaged.
Deformation joints are often arranged in building engineering and used for controlling building expansion and settlement, shock absorption and the like. When building engineering construction, the movement joint is as connecting the independent part between two concrete structures, and material transport vechicle etc. produce vibrations even jamming easily when the movement joint, influence the security of material transportation, and personnel also have certain potential safety hazard when the movement joint, consequently adopt the template to lay temporarily in order to make the apron usually to guarantee the unobstructed of material transport vechicle. But the apron is rolled easily by the transport vechicle and takes place the displacement and damage even, and the apron piece that damages drops to the movement joint in, can cause certain influence to the function of movement joint, need carry out the later stage clearance, increases the construction process.
Disclosure of Invention
The invention aims to provide a temporary deformation joint cover plate capable of being internally provided with cables and a construction method thereof, which can lay the cables by using deformation joints and provide effective cover protection for the deformation joints and the cables.
The invention is realized by the following steps:
a temporary deformation seam cover plate capable of being internally provided with a cable comprises a first plate, a second plate, a supporting plate and a sliding rod; one end of each of the pair of first plates is rotatably connected to the bottom of the supporting plate, the other end of each of the pair of first plates is supported on two side walls of the deformation joint, and the sliding rod is telescopically connected between the other ends of the pair of first plates, so that the pair of first plates and the sliding rod form a triangular supporting structure; one end of each of the second plate members is rotatably connected to the two sides of the supporting plate, and the other end of each of the second plate members is overturned to be placed on the top surfaces of the two sides of the deformation joint, so that the second plate members and the supporting plate cover the deformation joint.
A gap is reserved between the triangular supporting structure and two side walls of the deformation joint, so that the cable can be laid in the gap.
Support grooves are formed in the two side walls of the deformation joint, the other ends of the pair of first plate pieces are respectively supported in the two support grooves, and the sliding rod is transversely supported between the two support grooves.
When the other ends of the pair of first plates are supported in the two supporting grooves, the top surfaces of the supporting plates are not lower than the top surfaces of the concrete structures on the two sides of the deformation joint.
One of the second plates is provided with a fixing hook, and the other ends of the pair of second plates can be detachably connected through the fixing hook, so that the pair of second plates and the support plate form a triangular structure.
The fixed hook is positioned on the surface of the second plate close to the deformation joint, and when the second plate covers the deformation joint, the fixed hook is positioned between the second plate and the deformation joint.
The sliding rod comprises two sections of telescopic rods, one ends of the two sections of telescopic rods are coaxially, telescopically and tightly sleeved and locked, and the other ends of the two sections of telescopic rods are rotatably connected with the other ends of the pair of first plates respectively.
The sliding rod is provided with a scale which is arranged in parallel with the sliding rod.
A construction method of a temporary deformed seam cover plate capable of being internally provided with cables comprises the following steps:
step 1: reserving support grooves on two side walls of the deformation joint when constructing the deformation joint;
and 2, step: the length of the sliding rod is adjusted according to the width of the deformation joint, so that the sliding rod and the pair of first plates form a triangular supporting structure;
and step 3: turning the other ends of the pair of first plate members, placing the other ends into the deformation joint, and erecting the other ends into supporting grooves on two side walls of the deformation joint;
and 4, step 4: turning the other ends of the pair of second plates over the supporting plate and connecting the other ends of the pair of second plates, and laying cables in a gap between the deformation joint and the first plate;
and 5: and turning over the other ends of the pair of second plate members and placing the other ends on the top surfaces of two sides of the deformation joint, so that the support plate and the pair of second plate members cover the deformation joint.
And warning paint is painted on the surfaces of the support plate and the pair of second plate members.
Compared with the prior art, the invention has the following beneficial effects:
1. the invention can be stably supported in the deformation joint through the support groove due to the triangular support structure, and the stress of the support plate is transferred to the side walls of the concrete structure at the two sides of the deformation joint, thereby ensuring the stress stability and the protection effectiveness of the temporary deformation joint cover plate, and the triangular structure has high strength, uniform stress and reliable force transfer.
2. The invention can form support and protection between the support plate and the top surface of the concrete structure due to the second plate, and transmits the stress to the top surfaces of the concrete structure at two sides of the deformation joint, thereby ensuring that the temporary deformation joint cover plate can effectively cover and protect the deformation joint and the cables therein, and being not easy to damage and long in service life.
3. The cable is laid in the deformation joint, so that the laying requirement of the cable can be met, the cable can be protected, the cable is prevented from being directly laid on the ground and damaged after being frequently rolled, the orderly arrangement and safe use of the cable are ensured, and the cable is convenient to move in and out.
4. According to the invention, the first plate, the second plate and the supporting plate are connected by the hinge, so that the cable connector is convenient to turn over and open and close, and is easy to disassemble, assemble and maintain cables in deformation joints.
5. The invention can flexibly and accurately adjust the length according to the width of the deformation joint and provide reliable support for the pair of first plate parts due to the arrangement of the sliding rod, so that the triangular support structure can be matched and reliably supported in the deformation joints with different widths, and the triangular support structure is easy to use in a turnover way.
Drawings
FIG. 1 is a cross-sectional view (installed state) of a temporary deformed slotted cover plate with a built-in cable according to the present invention;
fig. 2 is a sectional view (in use) of a temporary deformed slotted cover with a built-in cable according to the present invention.
In the figure, 1 a first plate, 2 a second plate, 21 a fixed hook, 3 a supporting plate, 4 a sliding rod, 41 a hinged seat, 42 a scale, 5 a deformation joint, 51 a supporting groove, 6 a cable, 7 a hinge and 8 a concrete structure.
Detailed Description
The invention is further described with reference to the following figures and specific examples.
Referring to fig. 1 and 2, a temporary deformed seam cover plate with a built-in cable comprises a first plate 1, a second plate 2, a support plate 3 and a slide bar 4; one end of each of the pair of first plate members 1 is rotatably connected to the bottom of the support plate 3 through a hinge 7, the other end of each of the pair of first plate members 1 is supported on two side walls of the deformation joint 5, and the sliding rod 4 is telescopically connected between the other ends of the pair of first plate members 1, so that the pair of first plate members 1 and the sliding rod 4 form a triangular support structure; one end of each of the pair of second plate members 2 is rotatably connected to two sides of the support plate 3 through hinges 7, and the other end of each of the pair of second plate members 2 is turned over and placed on the top surfaces of two sides of the deformation joint 5, so that the pair of second plate members 2 and the support plate 3 cover the deformation joint 5.
The stress of the supporting plate 3 is transmitted to the concrete structures 8 at two sides of the deformation joint 5 through the pair of first plates 1 of the triangular supporting structure, and the triangular supporting structure is high in structural strength, uniform in stress and convenient to transmit the stress. Form the shroud through backup pad 3 and a pair of second plate 2 on movement joint 5, play the effect of protection movement joint 5, the smooth and easy current of equipment such as the material transport vechicle of being convenient for simultaneously. Through the setting of hinge 7, make first plate 1 and second plate 2 can rotate in a flexible way, the dismouting of being convenient for, and can adapt to the movement joint 5 of different widths.
Gaps are reserved between the triangular supporting structures and the two side walls of the deformation joint 5, so that the cables 6 can be laid in the gaps.
Lay cable 6 through 5 internal clearances of movement joint, can play effectual shroud guard action to cable 6 through movement joint 5 and temporary deformation joint apron, avoided laying cable 6 subaerial and receive the condition of rolling the damage and take place.
The support groove 51 can adopt forms such as C-shaped, U-shaped, make it can to the tip of first plate 1 provide stable support with spacing can, through the setting of support groove 51, can guarantee the stability of setting up of first plate 1 and pass power validity.
When the other end of a pair of first plate 1 prop up and establish in two support grooves 51, the top surface of backup pad 3 is not less than the top surface of 5 both sides concrete structure 8 of movement joint, has guaranteed backup pad 3 and a pair of second plate 2 and has protected the shroud of movement joint 5 above movement joint 5 to prevent that the material transport vechicle wheel vibrations or jamming when the movement joint 5.
Preferably, the depth of the supporting groove 51 is 1/2-2/3 of the width of the deformation joint 5, and the depth of the supporting groove 51 can be adaptively adjusted according to actual requirements.
One of the second plates 2 is provided with a fixing hook 21, and the other ends of the pair of second plates 2 can be detachably connected through the fixing hook 21, so that the pair of second plates 2 and the support plate 3 form a triangular structure.
The other end of the second plate 2 is connected together through the fixing hook 21, so that the triangular supporting structure can be conveniently installed in the deformation joint 5, and meanwhile, the cable 6 can be conveniently laid in the gap of the deformation joint 5.
The fixed hook 21 is located on the surface of the second plate 2 close to the deformation joint 5, so that when the second plate 2 covers the deformation joint 5, the fixed hook 21 is located between the second plate 2 and the deformation joint 5 (or the top surface of the deformation joint 5). The fixing hook 21 is hidden in the deformation joint 5 or a gap between the second plate member 2 and the top surface of the deformation joint 5, and the fixing hook 21 can be exposed and damaged.
The slide bar 4 comprises two sections of telescopic rods, one ends of the two sections of telescopic rods are coaxially, telescopically and sleeved and locked through bolts, and the other ends of the two sections of telescopic rods are rotatably connected with the other ends of the pair of first plates 1 through the hinge seats 41.
The two sections of telescopic rods can be made of square pipes or round pipes with similar specifications and are coaxially sleeved, so that the two sections of telescopic rods can conveniently relatively stretch and contract to adjust the length, screw holes are reserved in the external telescopic rods, the internal telescopic rods can be conveniently screwed in through bolts to jack the length of the sliding rod 4 tightly, and the length of the sliding rod can be locked. The length adjustment of the sliding rod 4 ensures that the pair of first plate members 1 are supported tightly in the two supporting grooves 51, so as to ensure the reliable support of the triangular supporting structure.
The sliding rod 4 is provided with a scale 42, and the scale 42 is arranged in parallel with the sliding rod 4. The length of the sliding rod 4 can be adjusted more accurately by arranging the scale 42, so that the structural safety and stability of the triangular supporting structure are ensured.
Preferably, the first plate 1 and the second plate 2 can be made of steel mold plates with length of 10m, width of 17.5cm and thickness of 1cm, and the support plate 3 can be made of steel mold plates with length of 10m, width of 5cm and thickness of 1 cm. The sizes of the first plate 1 and the second plate 2 can be adjusted adaptively according to actual construction conditions. A pair of first plate 1, a pair of second plate 2 all can adopt symmetrical structure to set up to guarantee that triangle-shaped bearing structure and triangle-shaped structure are isosceles triangle, the atress is even, stable in structure.
Preferably, the hinge 7 can be a single-opening hinge or a double-opening hinge to meet the turning requirement of the first plate 1 and the second plate 2.
Referring to fig. 1 and 2, a method for constructing a temporary deformed seam cover plate with a built-in cable comprises the following steps:
step 1: when constructing the deformation joint 5, support grooves 51 are reserved on both side walls of the deformation joint 5.
Preferably, the support groove 51 may be preformed by providing a foam strip, a wooden strip, or the like on the deformation joint side formwork when the concrete structure 8 of the deformation joint 5 is constructed, and the size of the support groove 51 may be determined according to the width of the deformation joint 5, actual support requirements, or the like.
Step 2: the length of the sliding rod 4 is adjusted according to the width of the deformation joint 5, so that the sliding rod 4 and the pair of first plate members 1 form a triangular supporting structure.
And step 3: the other ends of the pair of first plate members 1 are turned over by the hinge 7 and then placed into the deformation joint 5, and are supported in the supporting grooves 51 on the two side walls of the deformation joint 5.
When the triangular support structure is placed in, the triangular support structure can be tilted by a certain angle, so that the end part of one first plate 1 is supported in one support groove 51, and then the end part of the other first plate 1 is supported in the other support groove 51 after the triangular support structure is rotated, so that the triangular support structure is placed in and supported in the deformation joint 5.
And 4, step 4: the other ends of the pair of second plate members 2 are turned over above the support plate 3 by the hinge 7 and connected together by the fixing hook 21, and the cable 6 is laid in the gap between the deformation joint 5 and the first plate member 1.
After the triangular supporting structure is stably erected, the second plate 2 is turned upwards, and sufficient operation space for laying the cables 6 is provided.
And 5: the other ends of the pair of second plate members 2 are turned over by the hinge 7 and are rested on the top surfaces of both sides of the deformation joint 5 so that the support plate 3 and the pair of second plate members 2 cover the deformation joint 5.
The support plate 3 and the pair of second plate members 2 form a cover protection over the deformation joint 5 and provide protection for the cables 6 in the deformation joint 5.
Preferably, warning paint can be painted on the surfaces of the supporting plate 3 and the pair of second plates 2, and the warning paint can be painted in the form of yellow and black stripes and the like, so that warning and protection effects are achieved.
Referring to fig. 1 and fig. 2, the working principle of the present invention is:
when a vehicle or a person passes through the deformation joint 5, the plane or slope surface stress formed by the support plate 3 and the pair of second plate pieces 2 transmits force to the top surface of the concrete structure 8 at two sides of the deformation joint 5 through the pair of second plate pieces 2, the support plate 3 transmits force to the side surface of the concrete structure 8 at two sides of the deformation joint 5 through the triangular support structure, the force is dispersed to the concrete structure 8, and the cover protection of the deformation joint 5 and the cable 6 inside the deformation joint is ensured.
The present invention is not limited to the above embodiments, and any modifications, equivalent replacements, improvements, etc. within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. A temporary deformation seam cover plate capable of being internally provided with cables is characterized in that: comprises a first plate (1), a second plate (2), a support plate (3) and a slide bar (4); one end of each of the first plate members (1) is rotatably connected to the bottom of the support plate (3), the other end of each of the first plate members (1) is supported on two side walls of the deformation joint (5), and the sliding rod (4) is telescopically connected between the other ends of the first plate members (1), so that the first plate members (1) and the sliding rod (4) form a triangular support structure; one end of each of the second plate members (2) is rotatably connected to two sides of the support plate (3), and the other end of each of the second plate members (2) is overturned to be placed on the top surfaces of two sides of the deformation joint (5) respectively, so that the second plate members (2) and the support plate (3) are covered above the deformation joint (5).
2. The temporary deformable cover plate for a built-in cable according to claim 1, wherein: gaps are reserved between the triangular supporting structures and the two side walls of the deformation joint (5), so that the cables (6) can be laid in the gaps.
3. The temporary deformable seam cover for built-in cables as claimed in claim 1 or 2, wherein: support grooves (51) are formed in two side walls of the deformation joint (5), the other ends of the pair of first plate members (1) are respectively supported in the two support grooves (51), and the sliding rod (4) is transversely supported between the two support grooves (51).
4. The temporary deformable cover plate for a built-in cable according to claim 3, wherein: when the other ends of the pair of first plate members (1) are supported in the two supporting grooves (51), the top surfaces of the supporting plates (3) are not lower than the top surfaces of the concrete structures (8) on the two sides of the deformation joint (5).
5. The temporary deformable cover plate for a built-in cable according to claim 1, wherein: one of the second plate (2) is provided with a fixing hook (21), and the other ends of the pair of second plates (2) can be detachably connected through the fixing hook (21), so that the pair of second plates (2) and the support plate (3) form a triangular structure.
6. The temporary deformable cover plate for a built-in cable according to claim 5, wherein: fixed hook (21) be located second plate (2) and be close to on the face of movement joint (5), when making second plate (2) shroud on movement joint (5), fixed hook (21) are located between second plate (2) and movement joint (5).
7. The temporary deformable cover plate for a built-in cable according to claim 1, wherein: the sliding rod (4) comprises two sections of telescopic rods, one ends of the two sections of telescopic rods are coaxially, telescopically and tightly sleeved and locked, and the other ends of the two sections of telescopic rods are rotatably connected with the other ends of the pair of first plates (1) respectively.
8. The temporary deformed seam cover for a built-in cable according to claim 1 or 7, wherein: the sliding rod (4) is provided with a scale (42), and the scale (42) is arranged in parallel with the sliding rod (4).
9. The method for constructing a temporary deformed seam cover plate capable of being provided with a cable according to claim 1, which comprises the following steps: the method comprises the following steps:
step 1: when the deformation joint (5) is constructed, support grooves (51) are reserved on two side walls of the deformation joint (5);
step 2: the length of the sliding rod (4) is adjusted according to the width of the deformation joint (5), so that the sliding rod (4) and the pair of first plate parts (1) form a triangular supporting structure;
and step 3: turning over the other ends of the pair of first plate members (1), placing the other ends into the deformation joint (5), and erecting the other ends into supporting grooves (51) on two side walls of the deformation joint (5);
and 4, step 4: turning the other ends of the pair of second plates (2) over the supporting plate (3) and connecting, and laying a cable (6) in a gap between the deformation joint (5) and the first plate (1);
and 5: and the other ends of the pair of second plate members (2) are turned over and placed on the top surfaces of two sides of the deformation joint (5), so that the support plate (3) and the pair of second plate members (2) cover the deformation joint (5).
10. The construction method according to claim 9, wherein: warning paint is painted on the surfaces of the supporting plate (3) and the pair of second plates (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211040317.9A CN115341430B (en) | 2022-08-29 | 2022-08-29 | Temporary deformation joint cover plate capable of internally arranging cable and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211040317.9A CN115341430B (en) | 2022-08-29 | 2022-08-29 | Temporary deformation joint cover plate capable of internally arranging cable and construction method thereof |
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| Publication Number | Publication Date |
|---|---|
| CN115341430A true CN115341430A (en) | 2022-11-15 |
| CN115341430B CN115341430B (en) | 2023-09-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211040317.9A Active CN115341430B (en) | 2022-08-29 | 2022-08-29 | Temporary deformation joint cover plate capable of internally arranging cable and construction method thereof |
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| Country | Link |
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| CN (1) | CN115341430B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU39608U1 (en) * | 2004-03-12 | 2004-08-10 | Томский государственный архитектурно-строительный университет | EXTENSION SEAM (OPTIONS) |
| US20130119043A1 (en) * | 2011-05-10 | 2013-05-16 | Nunzio Consiglio | Interlocking heated patio stones and system |
| CN209145169U (en) * | 2018-08-21 | 2019-07-23 | 苏州古镇联盟建筑设计有限公司 | A kind of new type roof deformation joint structure |
| CN111364703A (en) * | 2020-04-09 | 2020-07-03 | 四川华远建设工程有限公司 | Roof deformation joint waterproof structure |
| CN111952903A (en) * | 2019-05-15 | 2020-11-17 | 四川德润信息工程有限公司 | Cable bridge installation and cable laying process in bridge |
| CN112290494A (en) * | 2020-09-14 | 2021-01-29 | 中国五冶集团有限公司 | Building electrical pipeline system passing through seismic joint and construction method thereof |
| CN112779986A (en) * | 2020-12-30 | 2021-05-11 | 浙江新曙光建设有限公司 | Cantilever frame structure and mounting method thereof |
| CN114941267A (en) * | 2022-06-16 | 2022-08-26 | 中天建设集团第六建设有限公司 | Ground deformation joint connection structure |
-
2022
- 2022-08-29 CN CN202211040317.9A patent/CN115341430B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU39608U1 (en) * | 2004-03-12 | 2004-08-10 | Томский государственный архитектурно-строительный университет | EXTENSION SEAM (OPTIONS) |
| US20130119043A1 (en) * | 2011-05-10 | 2013-05-16 | Nunzio Consiglio | Interlocking heated patio stones and system |
| CN209145169U (en) * | 2018-08-21 | 2019-07-23 | 苏州古镇联盟建筑设计有限公司 | A kind of new type roof deformation joint structure |
| CN111952903A (en) * | 2019-05-15 | 2020-11-17 | 四川德润信息工程有限公司 | Cable bridge installation and cable laying process in bridge |
| CN111364703A (en) * | 2020-04-09 | 2020-07-03 | 四川华远建设工程有限公司 | Roof deformation joint waterproof structure |
| CN112290494A (en) * | 2020-09-14 | 2021-01-29 | 中国五冶集团有限公司 | Building electrical pipeline system passing through seismic joint and construction method thereof |
| CN112779986A (en) * | 2020-12-30 | 2021-05-11 | 浙江新曙光建设有限公司 | Cantilever frame structure and mounting method thereof |
| CN114941267A (en) * | 2022-06-16 | 2022-08-26 | 中天建设集团第六建设有限公司 | Ground deformation joint connection structure |
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| Publication number | Publication date |
|---|---|
| CN115341430B (en) | 2023-09-01 |
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