CN210798265U - Climb frame and adhere to drawknot reinforcerment system - Google Patents
Climb frame and adhere to drawknot reinforcerment system Download PDFInfo
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- CN210798265U CN210798265U CN201921419732.9U CN201921419732U CN210798265U CN 210798265 U CN210798265 U CN 210798265U CN 201921419732 U CN201921419732 U CN 201921419732U CN 210798265 U CN210798265 U CN 210798265U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 100
- 239000010959 steel Substances 0.000 claims abstract description 100
- 230000009194 climbing Effects 0.000 claims abstract description 34
- 230000002787 reinforcement Effects 0.000 claims abstract description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 241000219098 Parthenocissus Species 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 8
- 238000009434 installation Methods 0.000 description 4
- 230000000149 penetrating effect Effects 0.000 description 2
- 239000012141 concentrate Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
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Abstract
The utility model discloses a climb frame and adhere to drawknot reinforcerment system, it includes: attaching a steel beam, a horizontal tie device and a vertical tie device; two ends of the attached steel beams are respectively connected with the structural wall columns corresponding to the positions of the floors without the concrete beams; the guide seat is connected with the first side part of the attached steel beam; the climbing frame is connected with the guide seat; one end of the horizontal tie device is connected with the attached steel beam, and the other end of the horizontal tie device is connected with a floor slab corresponding to the floor position without the concrete beam; the vertical drawknot device comprises a first steel wire rope, a turn buckle and a second steel wire rope, the first steel wire rope is connected with the second side part of the attached steel beam, the two ends of the turn buckle are respectively connected with the first steel wire rope and the second steel wire rope, and the second steel wire rope is connected on the concrete beam at the lower part of the attached steel beam. The climbing frame attachment drawknot reinforcement system effectively solves the problem that the climbing frame is free of structure and can be attached, effectively guarantees the safety and civilized construction requirements of the main structure stage, and provides an effective solution for similar super high-rise projects.
Description
Technical Field
The utility model belongs to the technical field of the construction is climbed frame installation facility and is executed and the instrument, especially relate to a climb frame and adhere to drawknot reinforcerment system.
Background
The maximum cantilever height of the climbing frame construction specification requirement is not more than 6m, no structural beam is arranged on an even layer of part of building engineering, a concrete beam is arranged on an odd layer, the distance between the adjacent odd layers of the concrete beam is 9m (the height of a standard layer is 4.5 m), the height is higher than the requirement that the maximum cantilever height of the specification frame body is not more than 6m, the guide seat of the climbing frame cannot be attached, the climbing frame body cannot be used normally to climb, and construction is disturbed and carried out smoothly.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a climb frame and adhere to drawknot reinforcerment system to the guide holder of climbing the frame is unable to adhere to, puzzlement construction go on smoothly problem.
The utility model provides an above-mentioned technical problem's technical scheme as follows: the utility model provides a climb frame and adhere to drawknot reinforcerment system for install the guide bracket of climbing frame in the floor position that building structure does not set up the concrete beam, climb frame and adhere to drawknot reinforcerment system and include: attaching a steel beam, a horizontal tie device and a vertical tie device; two ends of the attached steel beams are respectively connected with the structural wall columns corresponding to the positions of the floors without the concrete beams; the guide seat is connected with the first side part of the attached steel beam; the climbing frame is connected with the guide seat; one end of the horizontal tie device is connected with the attached steel beam, and the other end of the horizontal tie device is connected with a floor slab corresponding to the floor position without the concrete beam; the vertical drawknot device comprises a first steel wire rope, a turn buckle and a second steel wire rope, the first steel wire rope is connected with the second side part of the attached steel beam, the two ends of the turn buckle are respectively connected with the first steel wire rope and the second steel wire rope, and the second steel wire rope is connected on the concrete beam at the lower part of the attached steel beam.
The climbing frame attachment tie reinforcement system of the utility model, further, the attachment steel beam comprises an H-shaped steel composed of a web plate and a flange plate, a first adapter plate group and a second adapter plate group, the first adapter plate group is fixed on the first side part of the H-shaped steel, and the second adapter plate group is fixed on the second side part of the H-shaped steel; the first adapter plate group and the second adapter plate group respectively comprise two first adapter plates and two second adapter plates; the corresponding positions of the adapter plate and the web plate are provided with bolt holes.
The climbing frame attachment drawknot reinforcement system of the utility model is characterized in that the guide seat is connected to the attachment steel beam through a wall-through screw, a nut and a cushion block; the wall penetrating screw rod penetrates through the bolt holes in the corresponding positions of the adapter plate and the web plate respectively, the cushion block is sleeved outside the wall penetrating screw rod, and the cushion block is located between the adapter plate and the nut.
The climbing frame attachment tie reinforcement system of the utility model further comprises a vertical tie switching device which is fixedly connected with the adapter plate; the vertical tie switching device comprises a vertical connecting plate and a reinforcing support plate, and the vertical connecting plate is vertically welded with the adapter plate; the reinforcing support plate is respectively welded with the vertical connecting plate and the adapter plate; the end of the vertical connecting plate is provided with a connecting hole.
The climbing frame attachment tie reinforcement system of the utility model is characterized in that the attachment steel beam is welded with the ear plate at the position connected with the horizontal tie device, and one end of the horizontal tie device is connected with the ear plate by using the bolt; the other end of the horizontal tie device is provided with a bolt hole, the position of the floor slab connected with the horizontal tie device is provided with a bolt hole, and the end part of the horizontal tie device is connected with the floor slab by utilizing a bolt.
The utility model has the advantages that:
1. through setting up and climbing the frame and adhere to drawknot reinforcerment system, the effectual frame that has solved climbs has not the structure can adnexed problem, the effectual major structure stage safety civilized construction requirement of having guaranteed provides effective reference for similar use climbs the frame outward and does not have the structure can adnexed super high-rise project.
2. This climb a steel beam, horizontal drawknot device, the equal repeatedly mountable dismantlement of vertical drawknot device that adheres to drawknot reinforcerment system, the circulation has enough to meet the need the use, and the steel construction durability is good, can use to the structure capping.
3. The climbing frame attachment drawknot reinforcing system is safe and reliable in design structure, reasonable in stress, and capable of effectively resisting vertical loads, horizontal wind loads and climbing working condition torsion moments.
4. This climb frame and adhere to drawknot reinforcerment system structure directly perceived, processing is convenient, and the installation is simple fast, and workman efficiency of construction is high, adheres to the girder steel and can install immediately after this layer of wall post is pour, and horizontal drawknot device and vertical drawknot device can install the completion fast after adhering to the girder steel installation completion, do not influence the normal of climbing the frame.
Drawings
The above and/or other aspects and advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and not by way of limitation, wherein:
FIG. 1 is a schematic view of an embodiment of a connection between an attached steel beam, a guide, a climbing frame and a building structure;
fig. 2 is a schematic view of an attached steel beam according to an embodiment of the present invention;
FIG. 3 is a front view of an embodiment of the present invention illustrating an H-shaped steel and an adapter plate;
FIG. 4 is a schematic side view of an embodiment of the present invention, showing H-shaped steel and an adapter plate;
fig. 5 is a schematic view illustrating a connection between an attached steel beam and a guide seat according to an embodiment of the present invention;
fig. 6 is a schematic view of the connection between the attached steel beam and the horizontal tie device according to an embodiment of the present invention;
fig. 7 is a schematic view of the connection between the attached steel beam and the vertical tie device according to an embodiment of the present invention;
fig. 8 is a schematic view of a vertical tie adapter according to an embodiment of the present invention.
In the drawings, the components represented by the respective reference numerals are listed below:
1. the steel beam is attached, 11, a web plate, 12, a flange plate, 13, a first adapter plate group, 131, a first adapter plate, 132, a second adapter plate, 133, a long circular hole, 14, a second adapter plate group, 2, a guide seat, 20, a climbing frame, 21, a wall-through screw, 22, a nut, 23, a cushion block, 3, a vertical pulling and connecting device, 31, a vertical connecting plate, 32, a reinforcing support plate, 33, a connecting hole, 34, a welding seam, 4, a flower basket bolt, 5, a steel wire rope, 6, a concrete beam, 61, a floor without the concrete beam, 7, a horizontal pulling and connecting device, 71, an ear plate, 72, a bolt, 8, a floor slab, 9 and a structural wall column.
Detailed Description
Hereinafter, embodiments of the climbing frame attachment drawknot reinforcement system of the present invention will be described with reference to the accompanying drawings.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
Fig. 1-8 show that the utility model relates to a climb frame and adhere to drawknot reinforcerment system of embodiment for install the guide 2 of climbing frame 20 in the floor position that building structure does not set up concrete beam 6, climb frame and adhere to drawknot reinforcerment system and include: the steel beam 1, the horizontal tie device 7 and the vertical tie device are attached; two ends of the attached steel beam 1 are respectively connected with the structural wall columns 9 corresponding to the positions of the floors 61 without the concrete beams; the guide seat 2 is connected with the first side part of the attached steel beam 1; the climbing frame 20 is connected with the guide seat 2; one end of the horizontal tie device 7 is connected with the attached steel beam 1, and the other end is connected with a floor slab 8 corresponding to the position of the floor 61 without the concrete beam; vertical drawknot device includes first wire rope 5, basket of flowers bolt 4 and second wire rope 5, and the second lateral part of girder steel 1 is attached in the connection of first wire rope 5, and first wire rope 5 and second wire rope 5 are connected respectively at the both ends of basket of flowers bolt 4, and second wire rope 5 is connected on the concrete beam 6 of attaching the 1 lower part position of girder steel.
The attached steel beams are arranged at the positions of the even-numbered layers without structural beams and are provided for the climbing frame guide seats to be attached and bear vertical loads; the horizontal drawknot device is connected with the measure steel beam and the internal structure of the floor, and has the function of resisting horizontal wind load and preventing overturning; vertical drawknot device connection measure girder steel and lower floor odd number layer concrete beam have and prevent to produce the effect that eccentric atress caused the girder steel is twistd reverse because of the guide bracket is attached to the girder steel side.
In a preferred embodiment of the scaffold attachment and tie reinforcement system, the attachment steel beam 1 comprises an H-shaped steel composed of a web plate 11 and a flange plate 12, a first adapter plate group 13 and a second adapter plate group 14, wherein the first adapter plate group 13 is fixed on a first side part of the H-shaped steel, and the second adapter plate group 14 is fixed on a second side part of the H-shaped steel; the first adapter plate group 13 and the second adapter plate group 14 each include two first adapter plates 131 and two second adapter plates 132; the corresponding positions of the adapter plate and the web 11 are provided with bolt 72 holes. The guide seat 2 is connected to the attached steel beam 1 through a wall-through screw 21, a nut 22 and a cushion block 23; the wall-through screw 21 respectively passes through the bolt 72 holes at the corresponding positions of the adapter plate and the web 11, the cushion block 23 is sleeved outside the wall-through screw 21, and the cushion block 23 is positioned between the adapter plate and the nut 22.
In one embodiment, the section of the attached steel beam is H-shaped steel with the height of 500mm and the width of 200mm, the thickness of a flange plate is 18mm, the thickness of a web plate is 12mm, the material quality Q345B is achieved, the length 14720mm, the weight 2030kg, and the two ends are connected with embedded parts in the structural wall column 9 through 8M 24 high-strength bolts. Adhere to the girder steel top flange face elevation and flush with floor surface structure elevation, it sets up 6 altogether to adhere to the girder steel, every adheres to 4 guide seats on the girder steel, can dismantle the first guide seat position installation circulation use of transporting to above-mentioned along with climbing the frame and climbing the lower steel beam.
4 climbing frame guide seats are attached to each attached steel beam, 2 steel plates with the thickness of 20mm are welded on two sides of each guide seat position to serve as adapter plates, the size of each steel plate is 300 multiplied by 560mm, the center distance of the steel plates on the same side is 350mm, a long circular hole 133 is formed in the middle of each steel plate, the length of each long circular hole is 80mm, and the radius of each long circular hole is 16 mm. M30 through-wall screw passes through the slotted hole to attach the creeper guide seat and the steel beam together, and is fixed by M30 nut.
In a preferred embodiment of the climbing frame attachment tie reinforcement system, the attachment steel beam 1 further comprises a vertical tie switching device 3, and the vertical tie switching device 3 is fixedly connected with the switching plate; the vertical tie-through switching device 3 comprises a vertical connecting plate 31 and a reinforcing support plate 32, wherein the vertical connecting plate 31 is vertically welded with the transition plate, and a welding seam 34 is formed at the connecting position; the reinforcing support plate 32 is respectively connected with the vertical connecting plate 31 and the adapter plate in a welding manner; the end of the vertical connecting plate 31 is provided with a connecting hole 33.
When climbing the frame normal use operating mode, climb the average atress of the last three-layer guide seat down of frame and undertake the vertical load of climbing the frame, when climbing the frame and climbing the operating mode atress, vertical load concentrates on the intermediate level guide seat, climb the frame guide seat and adhere to the girder steel lateral surface, adhere to the eccentric atress in girder steel lateral surface this moment, produce torque, because it is great to adhere to the girder steel span, twist reverse easily to take place, so set up vertical drawknot reinforcing apparatus and resist this torque.
In a preferred embodiment of the climbing frame attachment and pulling reinforcement system, the attachment steel beam 1 is welded with an ear plate 71 at the position connected with the horizontal pulling device 7, and one end of the horizontal pulling device 7 is connected with the ear plate 71 by a bolt 72; the other end of the horizontal tie device 7 is provided with a bolt 72 hole, the position of the floor slab 8 connected with the horizontal tie device 7 is provided with a bolt 72 hole, and the end part of the horizontal tie device 7 and the floor slab 8 are connected by the bolt 72. The torque is converted by the vertical adapter plate and the steel wire rope and transmitted to the lower-layer concrete beam, so that the torsion torque of the attached steel beam can be balanced.
In one embodiment, the horizontal tie device is a steel square tube; vertical connecting lug plates 71 are vertically welded on the upper flange plate surfaces of the attached steel beams, the lug plates and the steel square tube are horizontally provided with phi 24mm round holes, the steel square tube and the lug plates are fixedly connected by using M22 bolts, the steel square tube extends to a structural floor slab, the floor slab and the steel square tube are provided with vertical phi 24 round holes, the steel square tube is fixed with the floor slab by using M22 bolts, and thus, horizontal wind load is transmitted to the structural floor slab through a horizontal tie reinforcing device. For example, the ear plate is made of Q235B steel, the size is 200X 100mm, the center of the opening is provided with a hole, the ear plate and the attached steel beam are fillet-welded on both sides, and the height of the welding seam is 10 mm.
The technical features disclosed above are not limited to the combinations with other features disclosed, and other combinations between the technical features can be performed by those skilled in the art according to the purpose of the invention to achieve the aim of the invention.
Claims (5)
1. The utility model provides a climb frame and adhere to drawknot reinforcerment system for install the floor position that does not set up concrete beam (6) with the guide bracket (2) of climbing frame (20) at building structure, its characterized in that climbs frame and adhere to drawknot reinforcerment system and include: the steel beam (1), the horizontal tie device (7) and the vertical tie device are attached; two ends of the attached steel beam (1) are respectively connected with the structural wall columns (9) corresponding to the positions of the floors (61) without the concrete beams; the guide seat (2) is connected with the first side part of the attached steel beam (1); the climbing frame (20) is connected with the guide seat (2); one end of the horizontal tie device (7) is connected with the attached steel beam (1), and the other end of the horizontal tie device is connected with a floor (8) corresponding to the position of the floor (61) without the concrete beam; vertical drawknot device includes first wire rope (5), basket of flowers bolt (4) and second wire rope (5), and the second lateral part of adhering to girder steel (1) is connected in first wire rope (5), and first wire rope (5) and second wire rope (5) are connected respectively at the both ends of basket of flowers bolt (4), and second wire rope (5) are connected on concrete beam (6) of adhering to girder steel (1) lower part position.
2. The creeper attachment and tension reinforcement system according to claim 1, wherein the attachment steel beam (1) comprises an H-section steel composed of a web (11) and a flange plate (12), a first adaptor plate group (13) and a second adaptor plate group (14), the first adaptor plate group (13) is fixed on a first side portion of the H-section steel, and the second adaptor plate group (14) is fixed on a second side portion of the H-section steel; the first adapter plate group (13) and the second adapter plate group (14) respectively comprise two first adapter plates (131) and two second adapter plates (132); and bolt (72) holes are arranged at corresponding positions of the adapter plate and the web plate (11).
3. The creeper attachment and pulling reinforcement system according to claim 2, wherein the guide seat (2) is connected to the attachment steel beam (1) through a wall-through screw (21), a nut (22) and a cushion block (23); the wall-penetrating screw rod (21) penetrates through bolt (72) holes in corresponding positions of the adapter plate and the web plate (11) respectively, the cushion block (23) is sleeved outside the wall-penetrating screw rod (21), and the cushion block (23) is located between the adapter plate and the nut (22).
4. The creeper attachment tie reinforcement system according to claim 2, wherein the attachment steel beam (1) further comprises a vertical tie adapter (3), the vertical tie adapter (3) being fixedly connected with an adapter plate; the vertical tie switching device (3) comprises a vertical connecting plate (31) and a reinforcing support plate (32), and the vertical connecting plate (31) is vertically welded with the switching plate; the reinforcing support plate (32) is respectively connected with the vertical connecting plate (31) and the adapter plate in a welding manner; the end part of the vertical connecting plate (31) is provided with a connecting hole (33).
5. The creeper attachment and tie reinforcement system according to any one of claims 1 to 4, wherein the attachment steel beam (1) is welded with an ear plate (71) at a position where the horizontal tie means (7) is connected, and one end of the horizontal tie means (7) is connected with the ear plate (71) by a bolt (72); the other end of the horizontal tie device (7) is provided with a bolt (72) hole, the position of the floor (8) connected with the horizontal tie device (7) is provided with the bolt (72) hole, and the end part of the horizontal tie device (7) is connected with the floor (8) by the bolt (72).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921419732.9U CN210798265U (en) | 2019-08-29 | 2019-08-29 | Climb frame and adhere to drawknot reinforcerment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921419732.9U CN210798265U (en) | 2019-08-29 | 2019-08-29 | Climb frame and adhere to drawknot reinforcerment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210798265U true CN210798265U (en) | 2020-06-19 |
Family
ID=71229557
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921419732.9U Expired - Fee Related CN210798265U (en) | 2019-08-29 | 2019-08-29 | Climb frame and adhere to drawknot reinforcerment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210798265U (en) |
-
2019
- 2019-08-29 CN CN201921419732.9U patent/CN210798265U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200619 |
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| CF01 | Termination of patent right due to non-payment of annual fee |