CN108868105A - The construction method adjusted convenient for building scaffold verticality - Google Patents
The construction method adjusted convenient for building scaffold verticality Download PDFInfo
- Publication number
- CN108868105A CN108868105A CN201710333448.9A CN201710333448A CN108868105A CN 108868105 A CN108868105 A CN 108868105A CN 201710333448 A CN201710333448 A CN 201710333448A CN 108868105 A CN108868105 A CN 108868105A
- Authority
- CN
- China
- Prior art keywords
- verticality
- threaded screw
- scaffold
- screw rod
- construction method
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- 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
- E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of construction method adjusted convenient for building scaffold verticality, this method determines that embedded steel tube is embedded in the specific location in structure beam forms first, and embedded steel tube is placed into behind the position and is fastened with structure beam steel bar colligation；Structure beam forms casting concrete simultaneously conserves, two threaded screw rods are separately connected embedded steel tube and scaffold by fastener, it is connected between two threaded screw rods using inner thread sleeve, rotating female screw sleeve adjusts the spacing of two threaded screw rods, to adjust scaffold and structure case bay, achieve the purpose that adjust scaffold verticality.The verticality that this construction method greatly facilitates scaffold adjusts operation, improves operating efficiency, reduces cost of labor, it is ensured that the security performance of scaffold has prevented security risk.
Description
Technical field
The present invention relates to a kind of construction methods adjusted convenient for building scaffold verticality.
Background technique
Scaffold is widely used in construction site, for external wall, interior decoration or layer height is higher can not be straight
The job platform that construction is set up is connect, meanwhile, and solve the bracket that construction site is vertically and horizontally transported and set up.It is building
It builds in construction, is both needed to adjust its verticality according to specification after scaffold installation, to ensure its security performance；Especially external wall
Scaffold after the completion of setting up each layer or after the strong wind heavy rain and it is long-term be not used after, will be to scaffold
Whether verticality is reexamined, confirm its verticality within the scope of tolerance.But the verticality of scaffold is adjusted
It is a very time-consuming and laborious job, traditional scaffold is fixed in such a way that embedded steel tube is in conjunction with wirerope mostly to be built
It builds on component, embedded steel tube is fixed on building element by concreting, and wirerope both ends are separately connected embedded steel tube and foot
Hand cradle, scaffold verticality is by tightening or loosens wirerope realization adjusting, it is clear that the form of construction work that the verticality is adjusted is cumbersome
And large labor intensity, high labor cost adjust low efficiency, and influence the security performance of scaffold, there are certain safety is hidden
Suffer from.
Summary of the invention
Technical problem to be solved by the invention is to provide it is a kind of convenient for building scaffold verticality adjust construction method,
The verticality that this construction method greatly facilitates scaffold adjusts operation, improves operating efficiency, reduces cost of labor, it is ensured that
The security performance of scaffold, has prevented security risk.
In order to solve the above technical problems, the present invention includes following step convenient for the construction method that building scaffold verticality is adjusted
Suddenly：
Step 1: determining the position of embedded steel tube after structure beam die plate reinforcing and displacement structure beam steel；
Step 2: embedded steel tube is placed into determining position and is anchored on structure beam steel using tied silk binding；
Step 3: the position and lashed state to embedded steel tube check, coagulation is poured to structure beam forms after passed examination
Soil simultaneously conserves；
Step 4: the first threaded screw rod is connected embedded steel tube by fastener, the second threaded screw rod is passed through into fastener connecting pin hand
Frame is connected between the first threaded screw rod and the second threaded screw rod using inner thread sleeve, forward or backwards rotating female screw sleeve
The spacing of the first threaded screw rod and the second threaded screw rod is adjusted, to adjust scaffold and structure case bay, reaches and adjusts foot hand
The purpose of frame verticality.
Further, pre-buried length >=300mm of the embedded steel tube, stretch out structural beams length >=200mm.
Further, through-hole is radially opened up in the middle part of the inner thread sleeve, which is inserted into convenient for internal screw thread using inserted link
The rotation of sleeve.
Further, it is screwed into locking nut respectively on first threaded screw rod and the second threaded screw rod, it is vertical to scaffold
After degree is adjusted, locking nut respectively inwards tighten by screw shell, to lock the first threaded screw rod, the second threaded screw rod and interior
The position of screw shell.
Further, the fastener is o-ring or anchor plate.
Since the present invention uses above-mentioned technical proposal convenient for the construction method that building scaffold verticality is adjusted, i.e. this method is first
First determine that embedded steel tube is embedded in the specific location in structure beam forms, and embedded steel tube is placed into behind the position and structure joist steel
Muscle binding fastening；Structure beam forms casting concrete simultaneously conserves, and two threaded screw rods are separately connected embedded steel tube by fastener
And scaffold, it is connected using inner thread sleeve between two threaded screw rods, rotating female screw sleeve adjusts two threaded screw rods
Spacing achievees the purpose that adjust scaffold verticality to adjust scaffold and structure case bay.This construction method is greatly convenient
The verticality of scaffold adjusts operation, improves operating efficiency, reduces cost of labor, it is ensured that the safety of scaffold
Can, prevent security risk.
Detailed description of the invention
The present invention will be further described in detail below with reference to the accompanying drawings and embodiments：
Fig. 1 is the construction method schematic diagram that the present invention is adjusted convenient for building scaffold verticality；
Fig. 2 is the structural schematic diagram of o-ring fastener in this method；
Fig. 3 is the structural schematic diagram that board fastener is anchored in this method.
Specific embodiment
Embodiment is as shown in Figure 1, the present invention includes the following steps convenient for the construction method that building scaffold verticality is adjusted：
Step 1: determining the position of embedded steel tube 2 after 1 reinforcing bar of 1 formwork reinforcement of structural beams and displacement structure beam；
Step 2: embedded steel tube 2 is placed into determining position and is anchored on 1 reinforcing bar of structural beams using tied silk binding；
It pours Step 3: the position and lashed state to embedded steel tube 2 check, after passed examination to 1 template of structural beams mixed
Solidifying soil simultaneously conserves；
Step 4: the first threaded screw rod 3 is connected embedded steel tube 2 by fastener 4, the second threaded screw rod 5 is connected by fastener 4
Scaffold 6 is connected between first threaded screw rod 3 and the second threaded screw rod 5 using inner thread sleeve 7, forward or backwards in rotation
Screw shell 7 adjusts the spacing of the first threaded screw rod 3 and the second threaded screw rod 5, so that scaffold 6 and 1 spacing of structural beams are adjusted,
Achieve the purpose that adjust 6 verticality of scaffold.
Preferably, pre-buried length >=300mm of the embedded steel tube 2, stretch out structural beams 1 length >=200mm.To ensure
The rigidity of 2 node of embedded steel tube, avoids embedded steel tube 2 from pulling.
Preferably, 7 middle part of inner thread sleeve radially opens up through-hole 71, is inserted into the through-hole 71 using inserted link convenient for interior
The rotation of screw shell 7.
Preferably, it is screwed into locking nut 31,51 respectively on first threaded screw rod 3 and the second threaded screw rod 5, to foot hand
After 6 verticality of frame is adjusted, locking nut 31,51 respectively inwards tighten by screw shell 7, to lock the first threaded screw rod 3, the
The position of two threaded screw rods 5 and inner thread sleeve 7.
As shown in Figures 2 and 3, it is preferred that the fastener 4 is o-ring or anchor plate.O-ring or anchor plate facilitate
One threaded screw rod 3 and the second threaded screw rod 5 are separately connected embedded steel tube 2 and scaffold 6, and easy disassembly, repeat recycling benefit
With saving construction cost.
The construction that this method is adjusted for scaffold verticality is made that technological improvement, easy to operate practical, saves people
Work cost and construction time, while only having embedded steel tube that cannot be secondary use in work progress, remaining each component is repeatable to follow
Ring uses, and the alternative wall-connecting piece of embedded steel tube.This method has saved plenty of time and cost of labor, it is ensured that the peace of scaffold
Full performance, has prevented security risk.
Claims (5)
1. a kind of construction method adjusted convenient for building scaffold verticality, it is characterised in that this method includes the following steps：
Step 1: determining the position of embedded steel tube after structure beam die plate reinforcing and displacement structure beam steel；
Step 2: embedded steel tube is placed into determining position and is anchored on structure beam steel using tied silk binding；
Step 3: the position and lashed state to embedded steel tube check, coagulation is poured to structure beam forms after passed examination
Soil simultaneously conserves；
Step 4: the first threaded screw rod is connected embedded steel tube by fastener, the second threaded screw rod is passed through into fastener connecting pin hand
Frame is connected between the first threaded screw rod and the second threaded screw rod using inner thread sleeve, forward or backwards rotating female screw sleeve
The spacing of the first threaded screw rod and the second threaded screw rod is adjusted, to adjust scaffold and structure case bay, reaches and adjusts foot hand
The purpose of frame verticality.
2. the construction method according to claim 1 adjusted convenient for building scaffold verticality, it is characterised in that：It is described pre-
It buries pre-buried length >=300mm of steel pipe, stretch out length >=200mm of structural beams.
3. the construction method according to claim 1 or 2 adjusted convenient for building scaffold verticality, it is characterised in that：Institute
It states and radially opens up through-hole in the middle part of inner thread sleeve, the rotation which is convenient for inner thread sleeve is inserted into using inserted link.
4. the construction method according to claim 3 adjusted convenient for building scaffold verticality, it is characterised in that：Described
It is screwed into locking nut respectively on one threaded screw rod and the second threaded screw rod, after being adjusted to scaffold verticality, locking nut
Screw shell is tightened respectively inwards, to lock the position of the first threaded screw rod, the second threaded screw rod and inner thread sleeve.
5. the construction method according to claim 4 adjusted convenient for building scaffold verticality, it is characterised in that：The button
Part is o-ring or anchor plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710333448.9A CN108868105A (en) | 2017-05-12 | 2017-05-12 | The construction method adjusted convenient for building scaffold verticality |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710333448.9A CN108868105A (en) | 2017-05-12 | 2017-05-12 | The construction method adjusted convenient for building scaffold verticality |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108868105A true CN108868105A (en) | 2018-11-23 |
Family
ID=64319820
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710333448.9A Pending CN108868105A (en) | 2017-05-12 | 2017-05-12 | The construction method adjusted convenient for building scaffold verticality |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108868105A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111608354A (en) * | 2019-07-26 | 2020-09-01 | 北新集团建材股份有限公司 | Keel fixing assembly and keel fixing system |
| CN111764634A (en) * | 2020-06-29 | 2020-10-13 | 中天华南建设投资集团有限公司 | Novel scaffold wall connecting piece and using method |
| CN112160606A (en) * | 2020-09-04 | 2021-01-01 | 马传钊 | Section bar lead screw combination reinforcing bar engineering construction equipment |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201176705Y (en) * | 2008-04-14 | 2009-01-07 | 江苏广宇建设集团有限公司 | Adjusting device of scaffoldings in vertical direction |
| CN204174911U (en) * | 2014-08-11 | 2015-02-25 | 金华市东山机械厂 | A kind of scaffold connecting device |
| CN204174910U (en) * | 2014-08-11 | 2015-02-25 | 金华市东山机械厂 | A kind of wall-connecting device of scaffold |
| CN104675101A (en) * | 2015-02-11 | 2015-06-03 | 浙江省二建建设集团有限公司 | Wall-linking element of scaffold and construction method of wall-linking element |
| CN205955173U (en) * | 2016-08-27 | 2017-02-15 | 上海宝冶集团有限公司 | Modular link wall spare subassembly |
-
2017
- 2017-05-12 CN CN201710333448.9A patent/CN108868105A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201176705Y (en) * | 2008-04-14 | 2009-01-07 | 江苏广宇建设集团有限公司 | Adjusting device of scaffoldings in vertical direction |
| CN204174911U (en) * | 2014-08-11 | 2015-02-25 | 金华市东山机械厂 | A kind of scaffold connecting device |
| CN204174910U (en) * | 2014-08-11 | 2015-02-25 | 金华市东山机械厂 | A kind of wall-connecting device of scaffold |
| CN104675101A (en) * | 2015-02-11 | 2015-06-03 | 浙江省二建建设集团有限公司 | Wall-linking element of scaffold and construction method of wall-linking element |
| CN205955173U (en) * | 2016-08-27 | 2017-02-15 | 上海宝冶集团有限公司 | Modular link wall spare subassembly |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111608354A (en) * | 2019-07-26 | 2020-09-01 | 北新集团建材股份有限公司 | Keel fixing assembly and keel fixing system |
| CN111764634A (en) * | 2020-06-29 | 2020-10-13 | 中天华南建设投资集团有限公司 | Novel scaffold wall connecting piece and using method |
| CN112160606A (en) * | 2020-09-04 | 2021-01-01 | 马传钊 | Section bar lead screw combination reinforcing bar engineering construction equipment |
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Application publication date: 20181123 |