CN115110738A - Construction method for scaffold capable of preventing settlement - Google Patents
Construction method for scaffold capable of preventing settlement Download PDFInfo
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- CN115110738A CN115110738A CN202210765306.0A CN202210765306A CN115110738A CN 115110738 A CN115110738 A CN 115110738A CN 202210765306 A CN202210765306 A CN 202210765306A CN 115110738 A CN115110738 A CN 115110738A
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- scaffold
- main body
- construction method
- adjusting
- inclined strut
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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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/24—Scaffolds primarily resting on the ground comprising essentially special base constructions; comprising essentially special ground-engaging parts, e.g. inclined struts, wheels
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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
- E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
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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
- E04G5/02—Scaffold feet, e.g. with arrangements for adjustment
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
- G01F23/00—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm
- G01F23/04—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by dip members, e.g. dip-sticks
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- General Physics & Mathematics (AREA)
- Foundations (AREA)
Abstract
The invention discloses a construction method for a scaffold for preventing settlement, and relates to the technical field of scaffolds. In order to improve safety, the scaffold comprises: the scaffold comprises a scaffold main body, wherein a plurality of scaffold cross bars are arranged on the scaffold main body; the main supporting mechanism is arranged right below the scaffold main body and plays a main supporting role for the scaffold main body; the inclined supporting mechanisms are arranged on two sides of the scaffold main body and play an auxiliary supporting role for the scaffold main body. Wherein, main supporting mechanism includes: the positioning supporting plate is rotatably arranged at the bottom of the scaffold main body; and the adjusting bolt is adjustably connected to the inner wall of the positioning supporting plate through threads. The method can effectively solve the problem that the scaffold collapses due to backfill settlement, and eliminate potential safety hazards; the purpose of reinforcing the scaffold can be achieved by adjusting and additionally arranging the inclined strut; and the problems of scaffold emptying and waterlogging non-early warning can be solved.
Description
Technical Field
The invention relates to the technical field of scaffolds, in particular to a construction method for preventing and treating settlement scaffolds.
Background
Scaffolds are used as necessary equipment for turnover materials in the field of building construction, and are widely used in recent years. Most of external walls of the storehouses and basements of single-family houses without the storehouses need backfill soil, the backfill soil is mostly backfilled by twenty-eight lime soils according to the standard requirement, the lime soil backfilling has a problem, namely if heavy rainfall occurs within a period of time after backfilling, the compactness of the backfill soil is seriously influenced, the backfill soil at the position becomes softened due to the infiltration of a large amount of water, and the backfill soil at the position descends, so that scaffolds erected on the backfill soil settle, further dangerous factors are generated, great risks exist in the construction operation of people, and serious scaffolds collapse directly.
The prior art sets up the cantilever frame and solves this problem usually, though can satisfy certain construction demand, but still has following not enoughly:
i-steel needs to be laid on the cantilever frame, the strength of concrete is waited for, the construction cycle is long, and the cantilever frame danger coefficient is high moreover, belongs to the big engineering of danger, and construction cost is high, all is worse than conventional console mode scaffold in the aspect of time limit for a project, cost, security. And adopt conventional scaffold, unable early warning ponding, the phenomenon of coming to nothing, unable adjustment scaffold height leads to scaffold to need repeatedly to set up, stability is not enough etc..
Disclosure of Invention
The invention aims to solve the defects in the prior art, and provides a construction method for a scaffold for preventing settlement.
In order to achieve the purpose, the invention adopts the following technical scheme:
a method of constructing a settlement-preventing scaffold, the scaffold comprising:
the scaffold comprises a scaffold main body, a plurality of scaffold cross bars and a plurality of scaffold connecting rods, wherein the scaffold main body is provided with the plurality of scaffold cross bars;
the main supporting mechanism is arranged right below the scaffold main body and plays a main supporting role for the scaffold main body;
the inclined supporting mechanisms are arranged on two sides of the scaffold main body and play an auxiliary supporting role for the scaffold main body;
wherein, main supporting mechanism includes:
the positioning supporting plate is rotatably arranged at the bottom of the scaffold main body;
the adjusting bolt is adjustably connected to the inner wall of the positioning supporting plate through threads;
the bottom support flat plate is fixed on the outer wall of the bottom of the adjusting bolt;
and the bottom support flat plate is fixedly arranged on the mounting surface through the expansion bolts.
Preferably: the diagonal support mechanism includes:
one end of the bidirectional inclined strut is fixed on the side wall of the scaffold main body;
and the bidirectional inclined strut is fixedly arranged on the mounting surface through the inclined strut fixing piece.
Further: the bracing mounting includes:
the fixing piece main body is fixed on the mounting surface;
the fixing ring is arranged in the fixing piece main body, and one end of the bidirectional inclined strut penetrates through the fixing ring;
the wooden wedge block is arranged in the fixing part main body and is positioned below the fixing ring.
Further preferred is: a side bracket is fixed on the outer wall of one side of the scaffold main body, an electronic level bar arranged along the vertical direction of gravity is installed on one side of the side bracket, scales are arranged on the electronic level bar, and the bottom end of the electronic level bar extends to the top surface of the installation surface; the scaffold is characterized in that a water accumulation induction sheet is arranged at a position 5-6cm away from the ground of the scaffold main body, and a void induction sheet is arranged at the bottom of the scaffold main body.
As a preferable aspect of the present invention: the electronic level bar is arranged on the side bracket through a universal joint.
Further preferred as the invention: the length of the adjusting bolt is more than 50cm, and the diameter of the adjusting bolt is 40 mm; the whole bottom support flat plate is made of steel, and the size of the bottom support flat plate is 150mm multiplied by 150 mm; the bidirectional inclined strut is a 48mm steel pipe.
As a still further scheme of the invention: the construction method of the scaffold comprises the following steps:
s1: firstly, ensuring backfill and compacting at an erected position, and tamping in place;
s2: then pouring a cushion layer with the thickness of 8cm at the position to be erected, and determining the position of the scaffold by adopting a bottom support flat plate;
s3: adjusting the adjusting bolt to the exposed length of 5cm, and then horizontally adjusting;
s4: then the bottom support flat plate is used for fixing and mounting;
s5: then integrally erecting a scaffold main body, and adjusting the effective length of the adjusting bolt when the scaffold main body is subjected to a void phenomenon;
s6: erecting a bidirectional diagonal brace, and fixing the bidirectional diagonal brace through a diagonal brace fixing piece;
s7: and (4) installing an electronic level bar, observing the height of accumulated water by naked eyes, and timely giving early warning response.
On the basis of the scheme: and when the backfill soil at the bottom of the scaffold main body is seriously loosened, pouring a bottom cushion layer again, and additionally installing an expansion bolt.
On the basis of the foregoing scheme, it is preferable that: the scaffold is still collocated and is used there is interim fixing device, interim fixing device includes:
the top of the reinforcing frame is provided with a supporting plate;
the two side plates are hinged to the two sides of the supporting plate;
the positioning brackets are arranged on the outer walls of the two sides of the side plate;
the positioning pins are detachably inserted between the positioning brackets of the two side plates;
the adjusting stud is adjustably arranged on the inner wall of the reinforcing frame through threads;
and the supporting plate is fixed on the outer wall of the bottom end of the adjusting stud.
The invention has the beneficial effects that:
1. the method can effectively solve the problem that the scaffold collapses due to backfill settlement, and eliminate potential safety hazards; the purpose of reinforcing the scaffold can be achieved by adjusting and additionally arranging the inclined strut; and the problems of scaffold emptying and waterlogging non-early warning can be solved.
2. According to the invention, through arranging the adjusting bolts, the expansion bolts, the bottom support flat plate and other structures, the support surface is enlarged by using the bottom support flat plate, so that the scaffold has good firmness, the inclined collapse of the scaffold main body caused by the settlement of backfill soil is prevented to a certain extent, when the backfill soil at the bottom is removed, the supporting plate can be rotated and positioned to adjust the height of the scaffold main body, the level of the scaffold main body is integrally adjusted, and the practicability and the reliability are improved.
3. According to the invention, the bidirectional diagonal brace and the diagonal brace fixing piece are arranged, so that the scaffold main body can be reliably supported from two sides, and the firmness and stability of the scaffold main body are ensured.
4. According to the invention, the fixing part main body, the fixing ring and the wood wedge block are arranged, one end of the bidirectional inclined strut can be better limited and fixed through the fixing ring, and the wood wedge block is arranged, so that the fixing ring can be firmly supported by the wood wedge block when the fixing part main body is installed, and the installation firmness and stability are ensured.
5. By arranging the electronic level ruler and other structures, when water is accumulated, the corresponding water accumulation height can be directly observed, and the practicability is improved; through setting up the electron level bar and passing through the universal joint and install on the collateral branch frame, even if also can carry out accurate measurement under scaffold frame main part tilt state, promoted the practicality.
6. According to the invention, the bottom of the scaffold can be supported by the reinforcing frame and the supporting plate according to requirements, the height of the reinforcing frame can be adjusted by the adjusting studs, the flexibility is strong, and the two side plates can be matched with the supporting plate to form an Contraband-shaped structure by the limit of the positioning pins, so that the fixing effect is improved.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, are included to provide a further understanding of the application and to enable other features, objects, and advantages of the application to be more apparent. The drawings and the description of the exemplary embodiments of the present application are provided for explaining the present application and do not constitute an undue limitation on the present application. In the drawings:
fig. 1 is a schematic structural diagram of scaffold installation in a method for preventing settlement scaffold construction according to the present invention;
fig. 2 is a schematic view of a partial structure of a scaffold installation in the method for preventing settlement scaffold according to the present invention;
fig. 3 is a schematic structural diagram of a diagonal bracing fixing member in the construction method for the settlement prevention scaffold provided by the invention;
fig. 4 is a schematic structural diagram of temporary fixation in the construction method of the scaffold for preventing settlement provided by the invention.
In the figure: the scaffold comprises a bottom support flat plate 1, expansion bolts 2, adjusting bolts 3, a positioning supporting plate 4, a scaffold cross bar 5, an electronic level bar 6, a bidirectional inclined strut 7, an inclined strut fixing part 8, a scaffold main body 9, a fixing part 10, a fixing ring 11, a wood wedge block 12, a reinforcing frame 13, a positioning support 14, a side plate 15, a supporting plate 16, a positioning pin 17, an adjusting stud 18 and a supporting plate 19.
Detailed Description
In order to make the technical solutions better understood by those skilled in the art, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only partial embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
It should be noted that the terms "first," "second," and the like in the description and claims of this application and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It should be understood that the data so used may be interchanged under appropriate circumstances such that embodiments of the application described herein may be used. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed, but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.
In this application, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings. These terms are used primarily to better describe the present application and its embodiments, and are not used to limit the indicated devices, elements or components to a particular orientation or to be constructed and operated in a particular orientation.
Moreover, some of the above terms may be used to indicate other meanings besides the orientation or positional relationship, for example, the term "on" may also be used to indicate some kind of attachment or connection relationship in some cases. The specific meaning of these terms in this application will be understood by those of ordinary skill in the art as the case may be.
In addition, the term "plurality" shall mean two as well as more than two.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
Example 1:
a construction method of a scaffold for preventing settlement, as shown in fig. 1 to 3, the scaffold comprising:
a scaffold main body 9, wherein a plurality of scaffold cross bars 5 are arranged on the scaffold main body 9;
the main supporting mechanism is arranged under the scaffold main body 9 and plays a main supporting role for the scaffold main body 9;
the inclined supporting mechanisms are arranged on two sides of the scaffold main body 9 and play a role in assisting in supporting the scaffold main body 9;
wherein, main supporting mechanism includes:
the positioning support plate 4 is rotatably arranged at the bottom of the scaffold main body 9;
the adjusting bolt 3 is adjustably connected to the inner wall of the positioning supporting plate 4 through threads;
the bottom support flat plate 1 is fixed on the outer wall of the bottom of the adjusting bolt 3;
the expansion bolt 2 is used for installing and fixing the bottom support flat plate 1 on the installation surface through the expansion bolt 2;
through setting up adjusting bolt 3, expansion bolts 2 and the dull and stereotyped 1 isotructures of collet, utilize the dull and stereotyped 1 of collet to enlarge the holding surface, not only have good firmness, the certain back-filling soil that prevents subsides and leads to scaffold frame main part 9 slope to sink, when the back-filling soil in bottom takes off the time, but rotational positioning layer board 4 adjusts scaffold frame main part 9 height, and the level of integral adjustment scaffold frame main part 9 has promoted practicality and reliability.
In order to improve the fixing effect; as shown in fig. 1, the diagonal support mechanism includes:
one end of the bidirectional inclined strut 7 is fixed on the side wall of the scaffold main body 9;
the bidirectional inclined strut 7 is fixedly arranged on the mounting surface through the inclined strut fixing piece 8;
through setting up two-way bracing 7 and bracing mounting 8, can follow both sides and carry out reliable support to scaffold frame main part 9, ensure scaffold frame main part 9's firmness and stability.
In order to improve the fixing effect; as shown in fig. 3, the sprag fixing member 8 includes:
a mount body 10, the mount body 10 being fixed to a mounting surface;
the fixing ring 11 is arranged in the fixing piece main body 10, and one end of the bidirectional inclined strut 7 penetrates through the fixing ring 11;
the wooden wedge block 12 is arranged in the fixing piece main body 10, and the wooden wedge block 12 is positioned below the fixing ring 11;
through setting up mounting main part 10, solid fixed ring 11 and wood wedge 12, can be with 7 one ends of two-way bracing through solid fixed ring 11 better spacing fixed, owing to set up wood wedge 12, can utilize wood wedge 12 to carry out firm support to solid fixed ring 11 when mounting main part 10 to the firmness and the stability of installation have been ensured.
In order to improve the practicability; as shown in fig. 2, a side bracket is fixed on the outer wall of one side of the scaffold main body 9, an electronic level 6 arranged along the vertical direction of gravity is installed on one side of the side bracket, scales are arranged on the electronic level 6, and the bottom end of the electronic level 6 extends to the top surface of the installation surface; the position of the scaffold main body 9, 5-6cm away from the ground, is provided with a water accumulation induction sheet, and the bottom of the scaffold main body 9 is provided with an emptying induction sheet.
Through setting up 6 isotructures of electron level bar, when having ponding, can directly observe corresponding ponding height, promoted the practicality.
In order to improve the practicability; as shown in fig. 2, the electronic level 6 is mounted on the side bracket through a universal joint;
through setting up electronic level bar 6 and installing on the collateral branch frame through the universal joint, even if also can carry out accurate measurement under the 9 tilt states of scaffold frame main part, promoted the practicality.
In order to improve reliability; as shown in fig. 1-3, the length of the adjusting bolt 3 is greater than 50cm, and the diameter of the adjusting bolt 3 is 40 mm; the whole bottom support flat plate 1 is made of steel, and the size of the bottom support flat plate 1 is 150mm multiplied by 150 mm; the bidirectional inclined strut 7 is a 48mm steel pipe.
In order to improve the reliability of construction; the construction method of the scaffold comprises the following steps:
s1: firstly, ensuring backfill and compacting at an erected position, and tamping in place;
s2: then pouring a cushion layer with the thickness of 8cm at the position to be erected, and determining the position of the scaffold by adopting the bottom support flat plate 1;
s3: adjusting the adjusting bolt 3 to expose the length of 5cm, and then horizontally adjusting;
s4: then the bottom support flat plate 1 is fixedly installed;
s5: then the scaffold main body 9 is integrally erected, and the effective length of the adjusting bolt 3 is adjusted when the scaffold main body is subjected to a void phenomenon;
s6: erecting a bidirectional inclined strut 7 and fixing the bidirectional inclined strut by an inclined strut fixing piece 8;
s7: and an electronic level bar 6 is arranged, the height of accumulated water is observed by naked eyes, and early warning reflection is timely made.
When the bottom backfill soil of the scaffold main body 9 is seriously loosened, the bottom cushion layer is poured again, and the expansion bolt 2 is additionally arranged.
In conclusion, the construction method of the scaffold for preventing settlement provided by the invention fully utilizes a large amount of steel pipe frames used at the present stage by arranging the bottom supports, the adjustable adjusting bolts 3 are arranged at the lower parts of the steel pipes, and when backfill is settled, the heights of the lower adjusting bolts 3 are adjusted to cooperate with the erected bidirectional inclined struts 7 to stabilize the scaffold main body 9; meanwhile, in a severe area with a gap, concrete is poured again, and 4 expansion bolts are arranged in the diagonal area of the bottom support flat plate 1 to further fix the bottom support.
In the aspect of the prevention, because the problem that most backfill soil subsides all leads to because rainfall, ponding, set up ponding response piece at the scaffold take the altitude (about 5cm department apart from ground), set up the response piece of taking off the air in the scaffold bottom, the very first time reflects taking off the air, the ponding problem of scaffold, accomplishes in time discovery, in time rectification and reform transform, avoids the problem to take place.
Example 2:
a construction method of a scaffold for preventing settlement, as shown in fig. 4, in order to improve firmness; the present embodiment is modified from embodiment 1 in the following way: the scaffold is still collocated and is used there is interim fixing device, interim fixing device includes:
the top of the reinforcing frame 13 is integrally provided with a supporting plate 16;
the two side plates 15 are hinged to the two sides of the supporting plate 16;
the positioning brackets 14 are integrally arranged on the outer walls of the two sides of the side plate 15;
the positioning pin 17 is detachably inserted between the positioning brackets 14 of the two side plates 15;
the adjusting stud 18 is adjustably mounted on the inner wall of the reinforcing frame 13 through threads;
and the supporting plate 19 is fixed on the outer wall of the bottom end of the adjusting stud 18.
Through setting up interim fixing device, can utilize reinforcing frame 13, layer board 16 to support scaffold bottom according to the demand to can adjust reinforcing frame 13's height through adjusting stud 18, the flexibility is strong, and two curb plates 15 can utilize locating pin 17 spacing, form "Contraband" font structure with the cooperation of layer board 16, promote fixed effect.
The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims (9)
1. A construction method for a scaffold for preventing settlement is characterized in that the scaffold comprises the following steps:
the scaffold comprises a scaffold main body (9), wherein a plurality of scaffold cross rods (5) are arranged on the scaffold main body (9);
the main supporting mechanism is arranged right below the scaffold main body (9) and plays a main supporting role for the scaffold main body (9);
the oblique supporting mechanisms are arranged on two sides of the scaffold main body (9) and play an auxiliary supporting role for the scaffold main body (9);
wherein, main supporting mechanism includes:
the positioning supporting plate (4), the positioning supporting plate (4) is rotatably arranged at the bottom of the scaffold main body (9);
the adjusting bolt (3) is adjustably connected to the inner wall of the positioning supporting plate (4) through threads;
the bottom support flat plate (1), the bottom support flat plate (1) is fixed on the outer wall of the bottom of the adjusting bolt (3);
the expansion bolt (2), the collet flat plate (1) is fixed on the installation surface through the expansion bolt (2).
2. The construction method of the scaffold for preventing settlement as claimed in claim 1, wherein the diagonal support mechanism comprises:
one end of the bidirectional inclined strut (7) is fixed on the side wall of the scaffold main body (9);
the bidirectional inclined strut (7) is fixedly arranged on the mounting surface through the inclined strut fixing piece (8).
3. A method for controlling settlement scaffolds as claimed in claim 2, wherein the bracing fixture (8) comprises:
a fixture main body (10), the fixture main body (10) being fixed to the mounting surface;
the fixing ring (11), the fixing ring (11) is installed in the fixing part main body (10), and one end of the bidirectional inclined strut (7) penetrates through the fixing ring (11);
the wooden wedge block (12) is installed in the fixing part main body (10), and the wooden wedge block (12) is located below the fixing ring (11).
4. The construction method of the scaffold for preventing settlement according to claim 3, wherein a side bracket is fixed on the outer wall of one side of the scaffold main body (9), an electronic level (6) arranged along the vertical direction of gravity is installed on one side of the side bracket, scales are arranged on the electronic level (6), and the bottom end of the electronic level (6) extends to the top surface of the installation surface; the water accumulation induction sheet is arranged at a position 5-6cm away from the ground of the scaffold main body (9), and the air release induction sheet is arranged at the bottom of the scaffold main body (9).
5. The method for constructing a scaffold for preventing settlement according to claim 4, wherein the electronic level (6) is installed on the side bracket through a universal joint.
6. The construction method for preventing the settlement scaffold as claimed in claim 5, wherein the length of the adjusting bolt (3) is more than 50cm, and the diameter of the adjusting bolt (3) is 40 mm; the whole bottom support flat plate (1) is made of steel, and the size of the bottom support flat plate (1) is 150mm multiplied by 150 mm; the bidirectional inclined strut (7) adopts a 48mm steel pipe.
7. The construction method of the scaffold for preventing settlement as claimed in claim 6, wherein the construction method of the scaffold comprises the steps of:
s1: firstly, ensuring that backfill soil at an erected position is backfilled densely and tamped in place;
s2: then pouring a 8cm thick cushion layer at the position to be erected, and determining the position of the scaffold by adopting the bottom support flat plate (1);
s3: adjusting the adjusting bolt (3) to the exposed length of 5cm, and then horizontally adjusting;
s4: then the fixing installation is carried out through the bottom support flat plate (1);
s5: then integrally erecting a scaffold main body (9), and adjusting the effective length of the adjusting bolt (3) when the scaffold main body is subjected to a void phenomenon;
s6: erecting a bidirectional inclined strut (7) and fixing the bidirectional inclined strut through an inclined strut fixing piece (8);
s7: and an electronic level (6) is installed, the height of accumulated water is observed by naked eyes, and early warning reflection is timely made.
8. The construction method of the scaffold for preventing the settlement as claimed in claim 7, wherein when the backfill soil at the bottom of the scaffold body (9) is seriously removed, the bottom cushion is poured again, and the expansion bolts (2) are added.
9. The construction method of a scaffold for preventing settlement according to any one of claims 1 to 8, wherein the scaffold is further used with a temporary fixing device, the temporary fixing device comprising:
the top of the reinforcing frame (13) is provided with a supporting plate (16);
the two side plates (15) are hinged to the two sides of the supporting plate (16);
the positioning brackets (14), the positioning brackets (14) are arranged on the outer walls of the two sides of the side plate (15);
the positioning pins (17) are detachably inserted between the positioning brackets (14) of the two side plates (15);
the adjusting stud (18), the adjusting stud (18) is adjustably mounted on the inner wall of the reinforcing frame (13) through threads;
and the supporting plate (19) is fixed on the outer wall of the bottom end of the adjusting stud (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210765306.0A CN115110738A (en) | 2022-06-30 | 2022-06-30 | Construction method for scaffold capable of preventing settlement |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210765306.0A CN115110738A (en) | 2022-06-30 | 2022-06-30 | Construction method for scaffold capable of preventing settlement |
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| CN115110738A true CN115110738A (en) | 2022-09-27 |
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| CN211230155U (en) * | 2019-03-19 | 2020-08-11 | 自贡九天水利机械有限公司 | Parking area entry prevention waterlogging device |
| CN212317446U (en) * | 2020-05-15 | 2021-01-08 | 郭娇龙 | Anti-falling support for building construction aluminum alloy climbing frame |
| CN213234203U (en) * | 2020-06-29 | 2021-05-18 | 中电建十一局工程有限公司 | Disc buckle type upright column ladder cage scaffold |
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2022
- 2022-06-30 CN CN202210765306.0A patent/CN115110738A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20110297483A1 (en) * | 2010-06-04 | 2011-12-08 | Breithaupt Jr Justin B | Adjustable scaffold base |
| KR20160015772A (en) * | 2014-07-31 | 2016-02-15 | 한국철도공사 | Terrain slope safety scaffolding framework |
| CN204252512U (en) * | 2014-10-31 | 2015-04-08 | 广厦湖北第六建设工程有限责任公司 | A kind of suspension scaffold anchor device |
| CN206636178U (en) * | 2017-03-28 | 2017-11-14 | 山西省工业设备安装有限公司 | A kind of adjustable bottom support device in scaffold bottom |
| CN107192427A (en) * | 2017-07-06 | 2017-09-22 | 中北大学 | A kind of foundation soil condition monitoring device and its method |
| CN211230155U (en) * | 2019-03-19 | 2020-08-11 | 自贡九天水利机械有限公司 | Parking area entry prevention waterlogging device |
| CN212317446U (en) * | 2020-05-15 | 2021-01-08 | 郭娇龙 | Anti-falling support for building construction aluminum alloy climbing frame |
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