CN111411768A - Pre-buried formula climbs a support fixed knot and constructs - Google Patents
Pre-buried formula climbs a support fixed knot and constructs Download PDFInfo
- Publication number
- CN111411768A CN111411768A CN202010361776.1A CN202010361776A CN111411768A CN 111411768 A CN111411768 A CN 111411768A CN 202010361776 A CN202010361776 A CN 202010361776A CN 111411768 A CN111411768 A CN 111411768A
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- frame support
- climbing frame
- embedded
- sleeve
- concrete
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- 230000009194 climbing Effects 0.000 claims abstract description 83
- 229910000831 Steel Inorganic materials 0.000 claims description 50
- 239000010959 steel Substances 0.000 claims description 50
- 238000003466 welding Methods 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000002940 repellent Effects 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a pre-buried type climbing frame support fixing structure, which comprises: the adjusting assembly comprises an embedded part and an adjusting part, the embedded part is embedded at the mounting position of the climbing frame support and is poured by concrete, and the adjusting part is adjustably connected with the embedded part and extends out of the concrete; the climbing frame support is detachably mounted on the adjusting piece. According to the pre-embedded type climbing frame support fixing structure, the pre-embedded part of the adjusting assembly is pre-embedded at the mounting position of the climbing frame support and poured by concrete, the adjusting assembly is adjustably connected with the pre-embedded part and extends out of the concrete, the climbing frame support is convenient to mount, the problem of fixing and adhering of the climbing frame support when the climbing frame support is positioned at one indoor side of some thicker concrete members or concrete members and the screw cannot or cannot penetrate through the concrete members is solved, and meanwhile, the leakage risk is reduced. The invention has the characteristics of simple structure, adjustability, convenience in installation, leakage reduction and the like.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a pre-embedded type climbing frame support fixing structure.
Background
At present, the regulation that the common support fixed mode of climbing adopts and pierces through concrete structure fastens it, is applicable to wall, roof beam position, has heterotypic condition to some thick concrete member or the indoor one side of concrete member, can't be suitable for, and demolish the back and carry out shutoff and water repellent to the entrance to a cave, easily produce the seepage.
Disclosure of Invention
Based on the above, the invention aims to provide the pre-buried type climbing frame support fixing structure which is simple in structure, adjustable, convenient to install and capable of reducing leakage.
The invention discloses a pre-embedded type climbing frame support fixing structure, which comprises:
the adjusting assembly comprises an embedded part and an adjusting part, the embedded part is embedded at the mounting position of the climbing frame support and is poured by concrete, and the adjusting part is adjustably connected with the embedded part and extends out of the concrete;
the climbing frame support is detachably mounted on the adjusting piece.
According to the pre-embedded type climbing frame support fixing structure, the pre-embedded part of the adjusting assembly is pre-embedded at the mounting position of the climbing frame support and poured by concrete, the adjusting assembly is adjustably connected with the pre-embedded part and extends out of the concrete, the climbing frame support is convenient to mount, the problem of fixing and adhering of the climbing frame support when the climbing frame support is positioned at one indoor side of some thicker concrete members or concrete members and the screw cannot or cannot penetrate through the concrete members is solved, and meanwhile, the leakage risk is reduced.
In one embodiment of the technical scheme, the embedded part comprises an embedded rod and a sleeve, the embedded rod and the sleeve are embedded in the mounting position of the support of the climbing frame and are poured by concrete, one end of the embedded rod is arranged in the sleeve, an internal thread is arranged in the sleeve, and the end part of the sleeve is exposed out of the concrete;
the adjusting piece is a full-thread screw rod, and the full-thread screw rod is in adjustable connection with the sleeve through threads.
The embedded rod and the sleeve are simple in structure, convenient to install and construct, the full-thread screw rod can directly extend into the sleeve to be connected with the sleeve in a threaded mode, and installation and adjustment are convenient.
Above-mentioned technical scheme in an embodiment, pre-buried pole is the belted wire round steel, the one end of belted wire round steel with the sleeve passes through threaded connection. The structural strength of the round steel is high, the round steel with the wire can be directly connected with the sleeve through threads, the assembly is convenient, and the structural stability is good after the connection.
In one embodiment of the technical scheme, the round steel with the wire is L-shaped, the short edge of the round steel with the wire is provided with an external thread which can be connected with the sleeve, and the L-shaped round steel with the wire is stable in clamping after pouring and is not easy to displace.
In one embodiment of the above technical solution, the pre-embedded type climbing frame support fixing structure further includes a nut, and the nut is sleeved on the adjusting member and presses the climbing frame support onto the concrete. The nut can be used for pressing the climbing frame support, so that the climbing frame support is convenient to adjust, disassemble, assemble and maintain.
In one embodiment of the above technical solution, the pre-embedded type climbing frame support fixing structure further includes a steel gasket, and the steel gasket is disposed between the nut and the climbing frame support. The steel gasket that sets up can prevent the nut will climb a support crush.
In one embodiment, the cross section of the outer wall of the sleeve is an equilateral hexagon. The equilateral hexagon sleeve has good structural strength and is not easy to deform after pouring.
In one embodiment of the above technical solution, the joint of the embedded rod and the sleeve is welded and reinforced. Through welding reinforcement treatment, can make pre-buried pole with the connection between the sleeve is more stable, pre-buried pole is difficult for following deviate from in the sleeve.
In one embodiment of the above technical solution, the pre-embedded type climbing frame support fixing structure further includes a steel cushion block, and the steel cushion block is sleeved on the adjusting member and is located between the climbing frame support and the concrete. The steel cushion block is used for adjusting the distance between the climbing frame support and the concrete and balancing the stress of the climbing frame support.
In one embodiment of the technical scheme, the steel cushion block is formed by welding channel steel, and a hole is formed in the middle of the steel cushion block. The steel cushion blocks are welded by using channel steel, the structural strength is good after welding, and the stress of the support of the climbing frame can be well balanced.
Compared with the prior art, the pre-embedded part of the adjusting assembly is pre-embedded at the mounting position of the climbing frame support and poured by concrete, the adjusting part is adjustably connected with the pre-embedded part and extends out of the concrete, the climbing frame support is convenient to mount, the problem of fixed attachment of the climbing frame support when the climbing frame support is positioned at one indoor side of some thicker concrete members or concrete members and is in a special shape, and a screw cannot or cannot penetrate through the concrete members is solved, and meanwhile, the leakage risk is reduced. The pre-embedded type climbing frame support fixing structure has the characteristics of simple structure, adjustability, convenience in installation, leakage reduction and the like.
For a better understanding and practice, the invention is described in detail below with reference to the accompanying drawings.
Drawings
Fig. 1 is a schematic structural diagram of a preferred structure of the pre-buried climbing frame support fixing structure of the invention.
Fig. 2 is a schematic structural view of a preferred construction of the adjustment assembly.
Detailed Description
The terms of orientation of up, down, left, right, front, back, top, bottom, and the like, referred to or may be referred to in this specification, are defined relative to their configuration, and are relative concepts. Therefore, it may be changed according to different positions and different use states. Therefore, these and other directional terms should not be construed as limiting terms.
The implementations described in the exemplary embodiments below are not intended to represent all implementations consistent with the present disclosure. Rather, they are merely examples of methods consistent with certain aspects of the present disclosure, as detailed in the appended claims.
The terminology used in the present disclosure is for the purpose of describing particular embodiments only and is not intended to be limiting of the disclosure. As used in this disclosure and the appended claims, the singular forms "a," "an," and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise. It should also be understood that the term "and/or" as used herein refers to and encompasses any and all possible combinations of one or more of the associated listed items.
Please refer to fig. 1 and fig. 2. Fig. 1 is a schematic structural diagram of a preferred structure of the pre-buried climbing frame support fixing structure of the invention. Fig. 2 is a schematic structural view of a preferred construction of the adjustment assembly.
The invention discloses a pre-buried type climbing frame support fixing structure, which comprises an adjusting assembly 1 and a climbing frame support 2.
The adjusting assembly 1 comprises an embedded part 11 and an adjusting piece 12, the embedded part 11 is embedded in the mounting position of the climbing frame support 2 and poured by concrete a, and the adjusting piece 12 is adjustably connected with the embedded part 11 and extends out of the concrete a.
The climbing frame support 2 is detachably mounted on the adjusting part 12.
Through the pre-buried portion 11 with adjusting sub-assembly 1 in climbing 2 installation departments of frame pre-buried and pour by concrete a, with regulating part 12 with pre-buried portion 11 adjustable joint and stretch out concrete a, the frame support 2 is climbed in the easy to assemble, has solved when climbing frame support 2 and being located some thick concrete a component or the indoor one side of concrete a component and has heterotypic, and the screw rod can't or not allow to pierce through when concrete a component, climbs frame support 2's fixed adhesion problem, reduces the seepage risk simultaneously.
Specifically, the embedded part 11 includes an embedded rod 111 and a sleeve 112, the embedded rod 111 and the sleeve 112 are embedded in the mounting position of the climbing frame support 2 and are poured by concrete a, one end of the embedded rod 111 is arranged in the sleeve 112, an internal thread is arranged in the sleeve 112, and the end of the sleeve 112 is exposed out of the concrete a.
The adjusting member 12 is a full-thread screw rod, and the full-thread screw rod is adjustably connected with the sleeve 112 through threads.
The embedded rod 111 and the sleeve 112 are simple in structure, convenient to embed and install and construct, the full-thread screw rod can directly extend into the sleeve 112 to be in threaded connection, and installation and adjustment are convenient.
Preferably, the embedded rod 111 is a round steel bar with wire, and one end of the round steel bar with wire is connected with the sleeve 112 through threads. The round steel has high structural strength, the round steel with wires can be directly connected with the sleeve 112 through threads, the assembly is convenient, and the structural stability is good after the connection.
The thread size and the thread pitch of the embedded rod 111 are the same as those of the adjusting piece 12, and are matched with the sleeve 112. The adjusting member 12 and the sleeve 112 are preferably made of Q235 steel.
Furthermore, the steel wire rod of the present embodiment is preferably L-shaped, and the short side of the steel wire rod is provided with an external thread capable of connecting with the sleeve 112. the L-shaped steel wire rod is stable in position after pouring, and is not easy to displace.
Preferably, the outer wall cross section of the sleeve 112 is an equilateral hexagon. The equilateral hexagonal sleeve 112 has good structural strength and is not easy to deform after pouring.
In addition, the joint of the embedded rod 111 and the sleeve 112 is welded and reinforced. Through welding reinforcement treatment, the connection between the embedded rod 111 and the sleeve 112 can be more stable, and the embedded rod 111 is not easy to be separated from the sleeve 112.
In one embodiment, the pre-buried climbing frame support fixing structure further comprises a nut 3 and a steel gasket 4.
The nut 3 is sleeved on the adjusting piece 12 and presses the climbing frame support 2 on the concrete a. The nut 3 is matched with the thread of the adjusting piece 12. The nut 3 can be used for pressing the climbing frame support 2, so that the adjustment, disassembly and assembly maintenance are facilitated. The nut 3 is preferably a double nut.
The steel gasket 4 is arranged between the nut 3 and the climbing frame support 2, the steel gasket 4 is arranged to prevent the nut 3 from crushing the climbing frame support 2, preferably, the steel gasket 4 is square, a round hole is arranged in the middle of the steel gasket, the diameter of the round hole is slightly larger than that of the adjusting piece, and the size of the round hole is not smaller than × 100mm, 100mm and × 10 mm.
In addition, when mounting the nut 3, it is noted that the length of the adjusting member 12 needs to satisfy: after the scaffold support 2 is installed, the length of the end part of the adjusting piece 12 exposed out of the nut 3 is not less than 3 thread buckles.
In an embodiment, the pre-buried type climbing frame support fixing structure further includes a steel cushion block 5, and the steel cushion block 5 is sleeved on the adjusting member 12 and is located between the climbing frame support 2 and the concrete a. The steel cushion block 5 is used for adjusting the distance between the climbing frame support 2 and the front of the concrete a and balancing the stress of the climbing frame support 2.
Preferably, the steel cushion block 5 is formed by welding channel steel, and a hole is formed in the middle of the steel cushion block. The steel cushion block 5 is manufactured by welding channel steel, the structural strength is good after welding, and the stress of the climbing frame support 2 can be well balanced.
The invention discloses an installation method of a pre-embedded type climbing frame support fixing structure, which comprises the following steps:
and after the sleeve 112 is in threaded connection with the embedded rod 111, welding the connection part of the sleeve and the embedded rod. The embedded part 11 formed by the embedded rod 111 and the sleeve 112 is embedded in the mounting position of the climbing frame support 2 before the concrete a is poured, and after the concrete a is poured, the adjusting part 12 is screwed into the sleeve 112, and then the climbing frame support 2 is mounted. After the climbing frame is lifted, the climbing frame support 2 is derailed and removed, and the adjusting piece 12 is screwed out for recycling.
Compared with the prior art, the pre-embedded part of the adjusting assembly is pre-embedded at the mounting position of the climbing frame support and poured by concrete, the adjusting part is adjustably connected with the pre-embedded part and extends out of the concrete, the climbing frame support is convenient to mount, the problem of fixed attachment of the climbing frame support when the climbing frame support is positioned at one indoor side of some thicker concrete members or concrete members and is in a special shape, and a screw cannot or cannot penetrate through the concrete members is solved, and meanwhile, the leakage risk is reduced. The pre-embedded type climbing frame support fixing structure has the characteristics of simple structure, adjustability, convenience in installation, leakage reduction and the like.
The above-mentioned embodiments only express several embodiments of the present invention, and the description thereof is more specific and detailed, but not construed as limiting the scope of the invention. It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the inventive concept, which falls within the scope of the present invention.
Claims (10)
1. The utility model provides a frame support fixed knot constructs is climbed to pre-buried formula which characterized in that includes:
the adjusting assembly comprises an embedded part and an adjusting part, the embedded part is embedded at the mounting position of the climbing frame support and is poured by concrete, and the adjusting part is adjustably connected with the embedded part and extends out of the concrete;
the climbing frame support is detachably mounted on the adjusting piece.
2. The embedded type climbing frame support fixing structure according to claim 1, characterized in that: the embedded part comprises an embedded rod and a sleeve, the embedded rod and the sleeve are embedded at the mounting position of the support of the climbing frame and are poured by concrete, one end of the embedded rod is arranged in the sleeve, an internal thread is arranged in the sleeve, and the end part of the sleeve is exposed out of the concrete;
the adjusting piece is a full-thread screw rod, and the full-thread screw rod is in adjustable connection with the sleeve through threads.
3. The pre-buried type climbing frame support fixing structure according to claim 2, characterized in that: the embedded rod is a round steel with a wire, and one end of the round steel with the wire is connected with the sleeve through threads.
4. The embedded type climbing frame support fixing structure according to claim 3, wherein the round steel with wires is L-shaped, and the short side of the round steel with wires is provided with external threads which can be connected with the sleeve.
5. The pre-buried type climbing frame support fixing structure according to claim 2, characterized in that: the embedded type climbing frame support fixing structure further comprises a nut, wherein the nut is sleeved on the adjusting piece and tightly presses the climbing frame support onto concrete.
6. The pre-buried type climbing frame support fixing structure according to claim 5, characterized in that: the embedded type climbing frame support fixing structure further comprises a steel gasket, and the steel gasket is arranged between the nut and the climbing frame support.
7. The pre-buried type climbing frame support fixing structure according to claim 2, characterized in that: the cross section of the outer wall of the sleeve is an equilateral hexagon.
8. The pre-buried type climbing frame support fixing structure according to any one of claims 2 to 7, characterized in that: and welding and reinforcing the joint of the embedded rod and the sleeve.
9. The pre-buried type climbing frame support fixing structure according to any one of claims 1 to 7, characterized in that: the embedded type climbing frame support fixing structure further comprises a steel cushion block, wherein the steel cushion block is sleeved on the adjusting piece and is positioned between the climbing frame support and concrete.
10. The pre-buried type climbing frame support fixing structure according to claim 9, characterized in that: the steel cushion block is formed by welding channel steel, and the middle part of the steel cushion block is provided with a hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010361776.1A CN111411768A (en) | 2020-04-30 | 2020-04-30 | Pre-buried formula climbs a support fixed knot and constructs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010361776.1A CN111411768A (en) | 2020-04-30 | 2020-04-30 | Pre-buried formula climbs a support fixed knot and constructs |
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| Publication Number | Publication Date |
|---|---|
| CN111411768A true CN111411768A (en) | 2020-07-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202010361776.1A Pending CN111411768A (en) | 2020-04-30 | 2020-04-30 | Pre-buried formula climbs a support fixed knot and constructs |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101892738A (en) * | 2010-08-20 | 2010-11-24 | 中太建设集团股份有限公司 | Embedded scaffold connecting tube and construction method thereof |
| CN202644965U (en) * | 2012-06-08 | 2013-01-02 | 四汇建设集团有限公司 | Embedded adjustable wall connecting device of scaffold |
| CN102943562A (en) * | 2012-12-03 | 2013-02-27 | 张若美 | Adjustable wall connecting rod of steel pipe scaffold |
| CN107476561A (en) * | 2017-07-25 | 2017-12-15 | 北京建工建筑产业化投资建设发展有限公司 | A kind of attachment type raise scaffold and its construction |
| CN110878629A (en) * | 2019-11-25 | 2020-03-13 | 上海建工四建集团有限公司 | Translation device for attached lifting scaffold |
| CN212535032U (en) * | 2020-04-30 | 2021-02-12 | 中国建筑第四工程局有限公司 | Pre-buried formula climbs a support fixed knot and constructs |
-
2020
- 2020-04-30 CN CN202010361776.1A patent/CN111411768A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101892738A (en) * | 2010-08-20 | 2010-11-24 | 中太建设集团股份有限公司 | Embedded scaffold connecting tube and construction method thereof |
| CN202644965U (en) * | 2012-06-08 | 2013-01-02 | 四汇建设集团有限公司 | Embedded adjustable wall connecting device of scaffold |
| CN102943562A (en) * | 2012-12-03 | 2013-02-27 | 张若美 | Adjustable wall connecting rod of steel pipe scaffold |
| CN107476561A (en) * | 2017-07-25 | 2017-12-15 | 北京建工建筑产业化投资建设发展有限公司 | A kind of attachment type raise scaffold and its construction |
| CN110878629A (en) * | 2019-11-25 | 2020-03-13 | 上海建工四建集团有限公司 | Translation device for attached lifting scaffold |
| CN212535032U (en) * | 2020-04-30 | 2021-02-12 | 中国建筑第四工程局有限公司 | Pre-buried formula climbs a support fixed knot and constructs |
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