CN207878908U - The support frame structure of attaching scaffold - Google Patents
The support frame structure of attaching scaffold Download PDFInfo
- Publication number
- CN207878908U CN207878908U CN201720849277.0U CN201720849277U CN207878908U CN 207878908 U CN207878908 U CN 207878908U CN 201720849277 U CN201720849277 U CN 201720849277U CN 207878908 U CN207878908 U CN 207878908U
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- standard
- upright bar
- fixedly connected
- basic
- horizontal beam
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Abstract
The utility model is related to construction equipment technical field more particularly to the support frame structures of attaching scaffold comprising several to be spaced the vertical main framework being vertically arranged and horizontally disposed horizontal beam truss；Vertical main framework includes base section and standard knot, standard knot is fixedly connected on the top of base section, by being parallel to building body facade and horizontally disposed longitudinal horizontal rod and being fixedly connected on vertical main framework perpendicular to building body facade and horizontally disposed horizontal rod, base section, standard knot and horizontal beam truss are composed of a fixed connection by rod-type steel pipe by connector horizontal beam truss.Original attaching scaffold chip truss is broken and is designed to rod-type truss by the support frame structure of the attaching scaffold, and between mating rod-type steel pipe connector brand-new design, neither influence the connection type of old structure, nor affect on original stress intensity.
Description
Technical field
The utility model is related to construction equipment technical field more particularly to the support frame structures of attaching scaffold.
Background technology
Attached scaffold is called climbing frame, refers to setting up certain altitude and being attached in engineering structure, by the lifting of itself
Equipment and device successively can climb or decline with engineering structure, the external scaffolding with overturn-preventing, falling proof device.
Attached scaffold can be divided into two kinds of monoblock type and split blade type.Original attaching scaffold horizontal beam truss and vertical master
Frame is form on chip, and because attaching scaffold amount is big, the horizontal beam truss and vertical main framework of form on chip are in transport and storehouse
Library heap, which is put, can waste much room, increase cost.
Utility model content
To solve the above-mentioned problems, the purpose of this utility model is to provide a kind of supporting rack knots of attaching scaffold
Structure, the support frame structure of the attaching scaffold, which breaks original attaching scaffold chip truss, is designed to rod-type truss, adds
The brand-new design of connector, neither influences the connection type of old structure between upper mating rod-type steel pipe, nor affect on it is original by
Power intensity.
To achieve the above object, the utility model uses following technical scheme：
The support frame structure of attaching scaffold, including several vertical main frameworks for being vertically arranged and horizontally disposed of being spaced
Horizontal beam truss；Vertical main framework includes base section and standard knot, and standard knot is fixedly connected on the top of base section, horizontal beam purlin
Frame is by being parallel to building body facade and horizontally disposed longitudinal horizontal rod and perpendicular to building body facade and horizontally disposed
Horizontal rod be fixedly connected on vertical main framework, base section, standard knot and horizontal beam truss are passed through by rod-type steel pipe
Connector is composed of a fixed connection.
Wherein, connector used in the base section and standard knot is platy structure, including bond successively interior steel plate,
Rubber slab and outer steel plate；Interior steel plate offers inner bolt hole, and the aperture of inner bolt hole is identical as the pore size of mating bolt, rubber slab
The inner bolt hole position of steel plate is provided with interstitial hole in upper correspondence, and interstitial hole is identical as the pore size of inner bolt hole, and outer steel plate corresponds to
The position of interstitial hole on rubber slab offers outer slot hole, the aperture more than inner bolt hole of outer slot hole, screw bolt passes rod-type
It is fixedly connected with nut after the end of steel pipe and the inner bolt hole of connector, interstitial hole and outer slot hole so that base section or standard
The rod-type steel pipe of section is mutually permanently connected.
Wherein, the base section includes that basic upright bar, foundation guide rail, basic cross bar and basic diagonal brace, the basis of rod-type are vertical
Bar and foundation guide rail are placed in parallel vertically, and basic upright bar and foundation guide rail are fixed by the basic cross bar being horizontally spaced about and connected
It connects, two basic diagonal braces mutually arranged in a crossed manner are fixedly connected on basic upright bar and foundation guide rail, and connector is fixedly connected on base
In plinth upright bar and foundation guide rail, connector by basic cross bar and basic diagonal brace with screw bolt and nut cooperation by being fixedly connected on base
In plinth upright bar and foundation guide rail.
Wherein, the standard knot includes standard upright bar, standard rail, standard crossbar and standard diagonal brace, and standard upright bar is vertical
It is fixedly connected on the top of basic upright bar, standard rail is fixedly connected on the top of foundation guide rail vertically, and standard crossbar level is set
It sets and both ends is fixedly connected between standard rail and basic upright bar or standard upright bar, standard diagonal brace is obliquely installed and both ends are solid
Surely it is connected on standard upright bar and standard rail, connector has been fixedly connected in standard upright bar and standard rail, connector is logical
It crosses to coordinate with screw bolt and nut and standard crossbar and standard diagonal brace is fixedly connected on standard upright bar and standard rail.
Wherein, the horizontal beam truss includes horizontal beam channel steel, horizontal beam upright bar and the horizontal beam diagonal brace of several rod-types；Water
Flat-topped ridge channel steel is horizontally disposed and is fixedly connected on basic upright bar or the bottom of foundation guide rail of vertical main framework, horizontal beam upright bar
Be vertically arranged and be spaced and be fixedly connected on horizontal beam channel steel, horizontal beam diagonal brace in undaform be fixedly connected on horizontal beam upright bar it
Between.
Wherein, the length of the basic upright bar is at least twice of foundation guide rail length, and standard upright bar is shorter in length than basis
The length of upright bar and the length for being longer than standard rail, the length of standard rail are consistent with the length of foundation guide rail.
Wherein, the quantity of the inner bolt hole, interstitial hole and outer slot hole is respectively three.
The utility model has the advantages that：
Original attaching scaffold chip truss is broken and is designed to rod-type purlin by the support frame structure of the attaching scaffold
Frame, and between mating rod-type steel pipe connector brand-new design, neither influence the connection type of old structure, nor affect on original
Stress intensity.
Description of the drawings
Fig. 1 is the side view overall structure diagram of the utility model；
Fig. 2 faces overall structure diagram for the utility model；
Fig. 3 is the vertical view overall structure diagram of the utility model；
Fig. 4 is the structural schematic diagram of the base section of the utility model；
Fig. 5 is the structural schematic diagram of the standard knot of the utility model；
Fig. 6 is the structural decomposition diagram of the connector of the utility model；
Fig. 7 is company's part part and standard crossbar and the connection diagram of standard diagonal brace of the utility model；
Fig. 8 is the structural schematic diagram of the horizontal beam truss of the utility model.
Reference sign：
1, vertical main framework；10, building body；11, base section；111, basic upright bar；112, foundation guide rail；113, basic
Cross bar；114, basic diagonal brace；12, standard knot；121, standard upright bar；122, standard rail；123, standard crossbar；124, standard is oblique
Support；2, horizontal beam truss；21, horizontal beam channel steel；22, horizontal beam upright bar；23, horizontal beam diagonal brace；24, steel tube fastener；3, it connects
Part；31, interior steel plate；311, inner bolt hole；32, rubber slab；321, interstitial hole；33, outer steel plate；331, outer slot hole；4, vertical equity
Bar；5, horizontal rod.
Specific implementation mode
The utility model is described in further details below in conjunction with the drawings and specific embodiments：
Referring to Fig. 1 to Fig. 8, the support frame structure of attaching scaffold, including several it is spaced the vertical main frame being vertically arranged
Frame 1 and horizontally disposed horizontal beam truss 2；
The vertical main framework 1 includes base section 11 and standard knot 12；
The base section 11 includes basic upright bar 111, foundation guide rail 112, basic cross bar 113 and basic diagonal brace 114.Basis
Upright bar 111 and foundation guide rail 112 are placed and pass through level every setting, basic upright bar 111 and foundation guide rail 112 between the two vertically
Spaced basis cross bar 113 is fixedly connected, and two basic diagonal braces 114 mutually arranged in a crossed manner are fixedly connected on basic upright bar
111 and foundation guide rail 112 on, to increase the structural strength of base section 11.It is fixed in basic upright bar 111 and foundation guide rail 112
It is connected with the connector 3 with through-hole, connector 3 is used for the cooperation of the fixing pieces such as bolt, nut that basic cross bar 113 and basis is oblique
Support 114 is fixedly connected in basic upright bar 111 and foundation guide rail 112.
The standard knot 12 includes standard upright bar 121, standard rail 122, standard crossbar 123 and standard diagonal brace 124.
Standard upright bar 121 is fixedly connected on the top of basic upright bar 111 vertically, and standard rail 122 is fixedly connected on vertically
The top of foundation guide rail 112.Standard crossbar 123 is horizontally disposed and both ends are fixedly connected on standard rail 122 and basic upright bar
Between 111 or standard upright bar 121, standard diagonal brace 124 is obliquely installed and both ends are fixedly connected on standard upright bar 121 and standard rail
On 122, to increase the structural strength of standard knot 12.It is fixedly connected with through-hole on standard upright bar 121 and standard rail 122
Connector 3, connector 3 are used to be fixedly connected with standard crossbar 123 and standard diagonal brace 124 with the cooperation of the fixing pieces such as bolt, nut
In standard upright bar 121 and standard rail 122.
Preferably, cross-fixing is connected with two marks between the standard upright bar 121 and standard rail 122 of the standard knot 12 of bottom
Quasi- diagonal brace 124, to increase the structural strength of bottom standard knot 12, the standard upright bar 121 of the standard knot 12 on top and standard rail
It is tilted between 122 and is fixedly connected with a standard diagonal brace 124, while ensureing 12 structural strength of standard knot, mitigate entire adhesion type
The weight of scaffold.
Preferably, the length of the basic upright bar 111 is at least twice of 112 length of foundation guide rail；Standard upright bar 121 is grown
Degree is shorter than the length of basic upright bar 111 and is longer than the length of standard rail 122, length and the foundation guide rail 112 of standard rail 122
Length it is consistent, such length setting so that the junction of standard upright bar 121 and basic upright bar 111 is compared to foundation guide rail
112 with the junction of standard rail 122, be not in the same horizontal position, the junction of upper and lower standard upright bar 121 relative to
The junction of upper and lower standard rail 122 is not also in the knot in the same horizontal position, further increasing truss scaffold structure
Structure intensity.
Preferably, connector 3 used in the base section 11 and standard knot 12 is platy structure, including bond successively
Interior steel plate 31, rubber slab 32 and outer steel plate 33；Interior steel plate 31 offers inner bolt hole 311, the aperture of inner bolt hole 311 and mating bolt
Pore size it is identical, it is corresponding on rubber slab 32 in 311 position of inner bolt hole of steel plate 31 be provided with interstitial hole 321, interstitial hole 321
Size it is identical as the size of inner bolt hole 311, the position of interstitial hole 321 that outer steel plate 33 corresponds on rubber slab 32 offers foreign minister
Hole 331, the size of outer slot hole 331 are more than the size of inner bolt hole 311.
The setting of inside and outside steel plate so that the bonding strength of connector is guaranteed, the setting of intermediate rubber slab so that interior
The relative position of outer steel plate can be finely adjusted, the setting of inner bolt hole and outer slot hole, convenient for the company of each rod-type steel pipe up and down
It connects, base section 11 is facilitated to be fixedly connected with each section in standard knot 12.
In the present embodiment, the quantity of the inner bolt hole 311, interstitial hole 321 and outer slot hole 331 is respectively three, is respectively used to
The standard diagonal brace 124 of top standard knot 12, the standard crossbar 123 at middle part or basic cross bar are fixedly connected with screw bolt and nut cooperation
113 and lower part standard diagonal brace 124 or basic diagonal brace 114.
Base section 11 is specific as follows by the fixed form of connector 3：The both ends of basic cross bar 113 are passed through by bolt to be connected
The Kong Houyu nuts cooperation at 3 middle part of fitting, which is fixedly connected, to be fixed on connector 3, and 114 lower end of basic diagonal brace of top passes through spiral shell
Bolt passes through the Kong Houyu nuts cooperation on 3 tops of connection to be fixedly connected on connector 3, and 114 upper end of basic diagonal brace of lower section passes through
Bolt passes through the Kong Houyu nuts cooperation of 3 lower parts of connection to be fixedly connected on connector 3.
Standard knot 12, with the fixed form of base section 11, is not repeated by the fixed form of connector 3.
The horizontal beam truss 2 includes horizontal beam channel steel 21, horizontal beam upright bar 22,23 and of horizontal beam diagonal brace of several rod-types
Steel tube fastener 24；
The horizontal beam channel steel 21 is horizontally disposed and is fixedly connected on basic upright bar 111 or the basis of vertical main framework 1
The bottom of guide rail 112.The horizontal beam upright bar 22 is vertically arranged and is spaced and is fixedly connected on horizontal beam channel steel 21, and horizontal beam is oblique
Support 23 is fixedly connected in undaform between horizontal beam upright bar 22；Specifically, horizontal beam diagonal brace 23 is obliquely installed, one end passes through steel
Tube clamps 24 are fixedly connected in horizontal beam upright bar 22, and the other end is fixedly connected on horizontal beam channel steel 21.
The top of horizontal beam truss 2 is by being parallel to 10 facade of building body and horizontally disposed longitudinal horizontal rod 4 and hanging down
Directly it is fixedly connected on vertical main framework 1 in 10 facade of building body and horizontally disposed horizontal rod 5.
The installation steps of above structure are as follows：
Attaching scaffold horizontal beam truss is installed：It can be originally by horizontal beam channel steel, standard upright bar, standard diagonal brace, steel pipe
Fastener association has rod-type assembled entirely at horizontal beam truss
Attaching scaffold vertical main framework is installed；First installation promoted pedestal to horizontal beam truss on, original main frame by
Chip base section and standard knot are formed by connecting；Now become and base is connected by foundation guide rail, basic upright bar, basic diagonal brace and basic cross bar
Plinth section；Standard knot is connected by standard knot guide rail, standard knot upright bar, standard diagonal brace and standard crossbar；Other are with frame body before
Normal steel tube fastener connection.
The foregoing is merely specific embodiment of the present utility model, are not intended to limit the patent model of the utility model
It encloses, equivalent structure transformation made by using the description of the utility model and the drawings is applied directly or indirectly in it
His relevant technical field, is equally included in the patent within the scope of the utility model.
Claims (6)
1. the support frame structure of attaching scaffold, it is characterised in that：It is spaced the vertical main framework (1) being vertically arranged including several
With horizontally disposed horizontal beam truss (2)；Vertical main framework (1) includes base section (11) and standard knot (12), standard knot (12)
It is fixedly connected on the top of base section (11), horizontal beam truss (2) is by being parallel to building body (10) facade and being horizontally disposed with
Longitudinal horizontal rod (4) and be fixedly connected on perpendicular to building body (10) facade and horizontally disposed horizontal rod (5) perpendicular
To on main frame (1), base section (11), standard knot (12) and horizontal beam truss (2) are solid by connector (3) by rod-type steel pipe
Fixed connection composition；Connector (3) used in the base section (11) and standard knot (12) is platy structure, including is bonded successively
Interior steel plate (31), rubber slab (32) and outer steel plate (33)；Interior steel plate (31) offers inner bolt hole (311), inner bolt hole (311)
Aperture is identical as the pore size of mating bolt, inner bolt hole (311) position setting of corresponding interior steel plate (31) on rubber slab (32)
There is interstitial hole (321), interstitial hole (321) is identical as the pore size of inner bolt hole (311), the corresponding rubber slab (32) of outer steel plate (33)
On the position of interstitial hole (321) offer outer slot hole (331), the aperture more than inner bolt hole (311) of outer slot hole (331), spiral shell
Bolt sequentially pass through the end of the rod-type steel pipe and inner bolt hole (311) of connector (3), interstitial hole (321) and outer slot hole (331) afterwards with
Nut is fixedly connected so that the rod-type steel pipe of base section (11) or standard knot (12) is mutually permanently connected.
2. the support frame structure of attaching scaffold according to claim 1, it is characterised in that：Base section (11) packet
Include basic upright bar (111), foundation guide rail (112), basic cross bar (113) and the basic diagonal brace (114) of rod-type, basic upright bar
(111) it is placed in parallel vertically with foundation guide rail (112), basic upright bar (111) and foundation guide rail (112) are set by horizontal interval
The basic cross bar (113) set is fixedly connected, and two basic diagonal braces (114) mutually arranged in a crossed manner are fixedly connected on basic upright bar
(111) and on foundation guide rail (112), connector (3) is fixedly connected in basic upright bar (111) and foundation guide rail (112), connection
Part (3) by basic cross bar (113) and basic diagonal brace (114) with screw bolt and nut cooperation by being fixedly connected on basic upright bar
(111) and on foundation guide rail (112).
3. the support frame structure of attaching scaffold according to claim 2, it is characterised in that：Standard knot (12) packet
Standard upright bar (121), standard rail (122), standard crossbar (123) and standard diagonal brace (124) are included, standard upright bar (121) is vertical
It is fixedly connected on the top of basic upright bar (111), standard rail (122) is fixedly connected on the top of foundation guide rail (112) vertically,
Standard crossbar (123) is horizontally disposed and both ends are fixedly connected on standard rail (122) and basic upright bar (111) or standard upright bar
(121) between, standard diagonal brace (124) is obliquely installed and both ends are fixedly connected on standard upright bar (121) and standard rail (122)
On, be fixedly connected with connector (3) in standard upright bar (121) and standard rail (122), connector (3) by with bolt and
Standard crossbar (123) and standard diagonal brace (124) are fixedly connected on standard upright bar (121) and standard rail (122) by nut cooperation
On.
4. the support frame structure of attaching scaffold according to claim 1, it is characterised in that：The horizontal beam truss
(2) include several rod-types horizontal beam channel steel (21), horizontal beam upright bar (22) and horizontal beam diagonal brace (23)；Horizontal beam channel steel (21)
It is horizontally disposed with and is fixedly connected on the basic upright bar (111) of vertical main framework (1) or the bottom of foundation guide rail (112), it is horizontal
Beam upright bar (22) is vertically arranged and is spaced and is fixedly connected on horizontal beam channel steel (21), and horizontal beam diagonal brace (23) is fixed in undaform
It is connected between horizontal beam upright bar (22).
5. the support frame structure of attaching scaffold according to claim 3, it is characterised in that：The basis upright bar
(111) length is at least twice of foundation guide rail (112) length, and standard upright bar (121) is shorter in length than basic upright bar (111)
The length of length and the length for being longer than standard rail (122), standard rail (122) is consistent with the length of foundation guide rail (112).
6. the support frame structure of attaching scaffold according to claim 5, it is characterised in that：The inner bolt hole (311),
The quantity of interstitial hole (321) and outer slot hole (331) is respectively three.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720849277.0U CN207878908U (en) | 2017-07-13 | 2017-07-13 | The support frame structure of attaching scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720849277.0U CN207878908U (en) | 2017-07-13 | 2017-07-13 | The support frame structure of attaching scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207878908U true CN207878908U (en) | 2018-09-18 |
Family
ID=63500265
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720849277.0U Expired - Fee Related CN207878908U (en) | 2017-07-13 | 2017-07-13 | The support frame structure of attaching scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207878908U (en) |
-
2017
- 2017-07-13 CN CN201720849277.0U patent/CN207878908U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 350015 Jinlan Building, 33 Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province, 2002 (Free Trade Test Zone) Patentee after: Fujian Jianzhong Construction Technology Co.,Ltd. Address before: 350015 Jinlan Building, 33 Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province, 2002 (Free Trade Test Zone) Patentee before: FUJIAN JIANZHONG CONSTRUCTION TECHNOLOGY CO.,LTD. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180918 |