CN109610635B - Method and device for fixing large-diameter sleeve of frame beam - Google Patents
Method and device for fixing large-diameter sleeve of frame beam Download PDFInfo
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- CN109610635B CN109610635B CN201811438184.4A CN201811438184A CN109610635B CN 109610635 B CN109610635 B CN 109610635B CN 201811438184 A CN201811438184 A CN 201811438184A CN 109610635 B CN109610635 B CN 109610635B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
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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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention provides a method for fixing a large-caliber sleeve of a frame beam, which comprises the following steps: s1, pre-burying two first pre-buried sleeves, and arranging first fixing strips along a first direction on the two first pre-buried sleeves; s2, determining the positions of two second embedded sleeves along the first direction, and arranging second fixing strips along a second direction perpendicular to the first direction on the second embedded sleeves; s3, determining the positions of a third embedded sleeve and a fourth embedded sleeve, enabling the two third embedded sleeves to be opposite, arranging a third fixing strip in a direction parallel to the first direction along the third embedded sleeve and the fourth embedded sleeve, and arranging a fourth fixing strip in a direction parallel to the second direction along the first embedded sleeve and the third embedded sleeve; and S4, welding and fixing the fixing strips to form a first # -shaped fixing frame. The method replaces the positioning and installation method in the prior art, can greatly shorten the construction period of the embedded sleeve, can ensure that the position of the embedded pipe is more accurate, and ensures that the embedded pipe is more stably installed.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a method and a device for fixing a large-caliber sleeve of a frame beam.
Background
At present, the construction of building construction products is complicated, diversified and functional due to the aim of fully playing the product value and constructing value engineering. In the prior art, the building structure is usually a single concrete structure, and compared with the structure made of other materials, the building structure has better integrity, can be poured into a whole, has better mouldability, can be poured into structures with various shapes and sizes according to different requirements of construction, and has durability and fire resistance as well as lower manufacturing cost and maintenance cost. However, in construction and practice, the disadvantages of complex construction process and long construction period are also exposed.
Under the prior art, the reinforced concrete large-section frame beam is also used as a construction mode of a basic beam of the lifting equipment, and is widely accepted and applied due to the characteristics of short construction period, economy, durability, safety, reliability and the like. The job site needs more large-scale construction equipment usually, under prior art, large-scale equipment's transportation and installation all need consume a large amount of manpowers, and in the construction of high-rise building, construction equipment's promotion and location also become comparatively numerous and diverse problem, generally, under prior art, large-scale equipment can only install at the earth's surface, and must support single equipment foundation, in high-rise building, adopt manpower or the lifting means who establishes in addition to the equipment that can carry usually to transport, and can only carry out the construction back on the earth's surface basis to the equipment that can't transport, promote the transport again, such construction mode space limitation is great, and waste time and energy, in addition factor of safety in the high altitude transportation also is difficult to obtain the guarantee. And the reinforced concrete large-section frame beam also serves as a construction mode of a basic beam of the lifting equipment, and can be installed on the frame beam with any designed height through hoisting, so that the limitation to the space in the traditional construction mode is effectively overcome. In the existing mode, a large-diameter sleeve is pre-buried in a reinforced concrete frame beam, then large equipment can be arranged and mounted on the pre-buried large-diameter sleeve after being hoisted, and the large equipment can also be mounted and lifted at any height, so that the construction mode that the frame beam replaces a single earth surface foundation is realized, the construction flow is greatly simplified, and the internal consumption phenomenon in subsequent engineering is effectively relieved.
However, in the construction method based on the reinforced concrete large-section frame beam serving as the foundation of the lifting device, before hoisting large-scale equipment, the large-diameter casing pipe embedded in the frame beam needs to be quickly and accurately positioned. Aiming at the problem, in the prior art, the positioning process of pre-embedding the large-diameter sleeve is slow, and the later hoisting position is only estimated, so the positioning accuracy in the positioning process is difficult to be ensured, the fixing effect of the large-diameter sleeve is not good, and secondary adjustment cannot be performed when the position is deviated or wrong. In order to solve the problem, a lift hall is arranged on the top layer of the building and used for installing lifting equipment and other auxiliary lifting systems, so that the construction cost and the maintenance cost are greatly increased.
In view of the above, the prior art should be improved to solve the above technical problems in the prior art.
Disclosure of Invention
The invention is made to solve the technical problems, and aims to provide a method and a device for fixing a large-diameter sleeve of a frame beam, which can solve the problems that the large-diameter sleeve of the frame beam is complex to position and install, the construction period is slow, the large-diameter sleeve is not easy to adjust, the fixing effect is difficult to ensure and the like in the prior art.
In order to achieve the aim, the invention provides a method for fixing a large-caliber sleeve of a frame beam, which comprises the following steps: s1, measuring the positions of the lower openings of two first embedded sleeves on two sides of a frame beam, embedding the two first embedded sleeves, and arranging first fixing strips along a first direction on the two first embedded sleeves; s2, respectively determining the positions of two second embedded sleeves in the direction of each first embedded sleeve far away from the other first embedded sleeve along a second direction perpendicular to the first direction, and arranging second fixing strips on the second embedded sleeves along the second direction perpendicular to the first direction; s3, determining the positions of a third embedded sleeve and a fourth embedded sleeve according to the positions of the two first embedded sleeves and the two second embedded sleeves, enabling the two third embedded sleeves to be opposite, arranging a third fixing strip in a direction parallel to the first direction along the second embedded sleeve and the fourth embedded sleeve, and arranging a fourth fixing strip in a direction parallel to the second direction along the fourth embedded sleeve and the third embedded sleeve; s4, welding and fixing the first fixing strip, the second fixing strip, the third fixing strip and the fourth fixing strip to form a first # -shaped fixing frame.
Preferably, when the first embedded sleeve, the second embedded sleeve, the third embedded sleeve and the fourth embedded sleeve are provided with an extending portion vertically higher than the frame beam, the first fixing strip, the second fixing strip, the third fixing strip and the fourth fixing strip may be respectively located on the wall of the sleeve below the extending portion.
Still further preferably, the method may further include step S5, forming the second # -shaped fixing frame above or below the first # -shaped fixing frame according to the same steps as steps S1-S4.
Preferably, the first, second, third and fourth fixing bars are made of deformed steel having a diameter length that may be in a range of 14mm to 20 mm.
Preferably, the first fixing strip, the second fixing strip, the third fixing strip, and the fourth fixing strip may extend outward to be close to a frame beam.
Preferably, in step S1, a cross control line may be used to measure the position of both of the first fastener sleeves.
Correspondingly, the invention also provides a frame beam large-caliber sleeve fixing device based on the description, which is manufactured by adopting the frame beam large-caliber sleeve fixing method.
According to the above description and practice, in the method for fixing the large-aperture sleeve of the frame beam, after the position of the first embedded sleeve is measured and aligned by adopting the cross control line, the positions of the other three sleeves are respectively determined according to the position of the first embedded sleeve, and after each embedded sleeve is determined, the fixing strip is arranged on the embedded sleeve, and finally the fixing strips on the embedded sleeves are welded and fixed, so that the position finding process of the first embedded sleeve is quicker compared with the prior art, and the positions of the other sleeves are determined according to the positions of the first embedded sleeves on two sides, so that the positioning of the embedded sleeves is more accurate, the embedded sleeves are fixed by using the fixing strips, the mode of fixing the embedded sleeves by using the fixing strips is more stable, and when construction needs exist, the embedded sleeves can be secondarily adjusted by removing the fixing strips; in addition, when the extension part exists above the embedded sleeve, the upper fixing frame is firstly arranged on the wall of the sleeve below the extension part, after the upper fixing frame is welded and formed, the fixing frame is arranged on the wall of the bottom of the embedded sleeve, the bottom # -shaped fixing frame is welded and formed, and the embedded sleeve is further reinforced by the upper # -shaped fixing frame and the bottom # -shaped fixing frame. In conclusion, the method for fixing the large-diameter sleeve of the frame beam replaces a positioning and installing method in the prior art, can greatly shorten the construction period of the embedded sleeve, can ensure that the embedded pipe is more accurately located, and enables the embedded pipe to be more stably installed.
Drawings
Fig. 1 is a flow chart showing a flow of a method for fixing a large-diameter casing of a frame beam according to an embodiment of the present invention;
fig. 2 is a schematic view illustrating a structure of a pre-buried sleeve and a # -shaped fixing frame in the method for fixing a large-diameter sleeve of a frame beam according to an embodiment of the present invention;
fig. 3 is a schematic view illustrating a structure of a second # -shaped fixing frame in the frame beam large-caliber casing fixing method according to an embodiment of the present invention;
fig. 4 is a side view showing the structure of the first and second cross mounts according to an embodiment of the present invention.
Detailed Description
Embodiments of a method and a device for fixing a large-caliber casing of a frame beam according to the present invention will be described below with reference to the accompanying drawings. Those of ordinary skill in the art will recognize that the described embodiments can be modified in various different ways, without departing from the spirit and scope of the present invention. Accordingly, the drawings and description are illustrative in nature and not intended to limit the scope of the claims. Furthermore, in the present description, the drawings are not to scale and like reference numerals refer to like parts.
Fig. 1 is a flowchart illustrating a process of a method for fixing a large-diameter casing of a frame beam according to an embodiment of the present invention. Fig. 2 is a schematic view illustrating structures of embedded sleeves and a # -shaped fixing frame in the method for fixing a large-diameter sleeve of a frame beam according to an embodiment of the present invention. Fig. 3 is a schematic view illustrating a structure of an upper cross-shaped fixing frame in a frame beam large-caliber casing fixing method according to an embodiment of the present invention. As shown in fig. 1 to 2, the method for fixing the large-caliber casing of the frame beam according to the embodiment of the present invention includes the following steps: s1, measuring the positions of the lower openings of two first embedded sleeves 1 on two sides of the frame beam, embedding the two first embedded sleeves 1, and arranging first fixing strips 11 along a first direction on the two first embedded sleeves 1; s2, respectively determining the positions of two second embedded sleeves 2 in the direction of each first embedded sleeve 1 far away from the other first embedded sleeve 1 along the second direction vertical to the first direction, and arranging second fixing strips 12 in the second direction vertical to the first direction on the second embedded sleeves 2; s3, determining the positions of a third embedded sleeve 3 and a fourth embedded sleeve 4 according to the positions of the two first embedded sleeves 1 and the two second embedded sleeves 2, enabling the two third embedded sleeves 3 to be opposite, arranging a third fixing strip 13 in a direction parallel to the first direction along the second embedded sleeve and the fourth embedded sleeve, and arranging a fourth fixing strip 14 in a direction parallel to the second direction along the fourth embedded sleeve and the third embedded sleeve; and S4, welding and fixing the first fixing strip 11, the second fixing strip 12, the third fixing strip 13 and the fourth fixing strip 1410 to form the first # -shaped fixing frame 10.
Specifically, during construction on the construction site, the deformed steel bar is selected on site to form the fixing bar. The diameter of the selected deformed steel bar is in the range of 14mm to 20mm, in the embodiment of the invention, the diameter of the deformed steel bar is 18mm, in the embodiment of the invention, the deformed steel bars with different diameters can be selected on site to manufacture fixing strips with different sizes according to different sizes of the frame beams and the actual construction requirements, so as to adapt to the requirements of embedded sleeves of different frame beams. The outer edges of the fixing strips extend outwardly to be adjacent to the frame beams so as to be able to contact the main or stirrup of the frame beam.
In step S1, after the large-section frame beam bottom formwork is installed, the cross control line is used to measure the positions of the lower openings of the two first embedded sleeves 1 on the two sides of the frame beam, and the two first embedded sleeves 1 are embedded. And then according to the position of the first embedded sleeve 1, determining the positions of a second embedded sleeve 2, a third embedded sleeve 3 and a fourth embedded sleeve 4, respectively arranging fixing strips on the pipe walls of the second embedded sleeve 2, the third embedded sleeve 3 and the fourth embedded sleeve 4, and finally welding the plurality of fixing strips to form a first # -shaped fixing frame 10.
FIG. 4 is a side view showing the structure of the upper and lower well mounts according to one embodiment of the invention. As shown in fig. 4, in another embodiment of the present invention, an extension 30 vertically higher than the frame beam is disposed above the embedded sleeves, and then in step S1, after the first embedded sleeve 1 is positioned, a first fixing strip 11 is disposed on the sleeve wall below the extension 30, then the second embedded sleeve 2, the third embedded sleeve 3 and the fourth embedded sleeve 4 are determined, and a second fixing strip 12, a third fixing strip 13 and a fourth fixing strip 14 are disposed on the second, third and fourth embedded sleeves and the wall of the extension 30 with the same height in the vertical direction, and then the first fixing strip 11, the second fixing strip 12, the third fixing strip 13 and the fourth fixing strip 14 are welded and fixed, and the two opposite second fixing strips 12 and fourth fixing strips 14 are connected to form a second cross-shaped fixing frame 20, and then the fixing strips 10 are welded again to the bottom of each embedded sleeve, finally, the fixing strips 10 are welded to form the first # -shaped fixing frame 10.
Correspondingly, the invention also provides a frame beam large-caliber sleeve fixing device based on the description, which is manufactured by adopting the frame beam large-caliber sleeve fixing method. Comprises a first # -shaped frame fixing frame 10 and a second # -shaped frame fixing frame 20.
According to the above description and practice, in the method for fixing the large-aperture sleeve of the frame beam, after the position of the first embedded sleeve is measured and aligned by adopting the cross control line, the positions of the other three sleeves are respectively determined according to the position of the first embedded sleeve, and after each embedded sleeve is determined, the fixing strip is arranged on the embedded sleeve, and finally the fixing strips on the embedded sleeves are welded and fixed, so that the position finding process of the first embedded sleeve is quicker compared with the prior art, and the positions of the other sleeves are determined according to the positions of the first embedded sleeves on two sides, so that the positioning of the embedded sleeves is more accurate, the embedded sleeves are fixed by using the fixing strips, the mode of fixing the embedded sleeves by using the fixing strips is more stable, and when construction needs exist, the embedded sleeves can be secondarily adjusted by removing the fixing strips; in addition, when the extension part exists above the embedded sleeve, the upper fixing frame is firstly arranged on the wall of the sleeve below the extension part, after the upper fixing frame is welded and formed, the fixing frame is arranged on the wall of the bottom of the embedded sleeve, the bottom # -shaped fixing frame is welded and formed, and the embedded sleeve is further reinforced by the upper # -shaped fixing frame and the bottom # -shaped fixing frame. In conclusion, the method for fixing the large-diameter sleeve of the frame beam replaces a positioning and installing method in the prior art, can greatly shorten the construction period of the embedded sleeve, can ensure that the embedded pipe is more accurately located, and enables the embedded pipe to be more stably installed.
A method and apparatus for securing a large-diameter casing for a frame beam according to the present invention are described above by way of example with reference to the accompanying drawings. However, it should be understood by those skilled in the art that various modifications can be made to the method and the device for fixing the large-caliber sleeve of the frame beam provided by the present invention without departing from the scope of the present invention. Therefore, the scope of the present invention should be determined by the contents of the appended claims.
Claims (6)
1. A method for fixing a large-caliber sleeve of a frame beam is characterized by comprising the following steps:
s1, measuring the positions of the lower openings of two first embedded sleeves on two sides of a frame beam, embedding the two first embedded sleeves, and arranging first fixing strips along a first direction on the two first embedded sleeves;
s2, respectively determining the positions of two second embedded sleeves in the direction of each first embedded sleeve far away from the other first embedded sleeve along a second direction perpendicular to the first direction, and arranging second fixing strips on the second embedded sleeves along the second direction perpendicular to the first direction;
s3, determining the positions of a third embedded sleeve and a fourth embedded sleeve according to the positions of the two first embedded sleeves and the two second embedded sleeves, enabling the two third embedded sleeves to be opposite, arranging a third fixing strip in a direction parallel to the first direction along the second embedded sleeve and the fourth embedded sleeve, and arranging a fourth fixing strip in a direction parallel to the second direction along the fourth embedded sleeve and the third embedded sleeve;
s4, welding and fixing the first fixing strip, the second fixing strip, the third fixing strip and the fourth fixing strip to form a first # -shaped fixing frame; wherein the content of the first and second substances,
when the extending parts which are higher than the frame beam in the vertical direction are arranged above the first embedded sleeve, the second embedded sleeve, the third embedded sleeve and the fourth embedded sleeve, the first fixing strip, the second fixing strip, the third fixing strip and the fourth fixing strip are respectively positioned on the pipe walls of the sleeves below the extending parts.
2. The method for fixing a large-caliber casing pipe of a frame beam as claimed in claim 1, further comprising a step S5 of forming a second cross mount above or below the first cross mount in the same steps as the steps S1-S4.
3. The method of claim 1, wherein the first fixing bar, the second fixing bar, the third fixing bar and the fourth fixing bar are made of screw steel having a diameter length in a range of 14mm to 20 mm.
4. The method of claim 1, wherein the first, second, third and fourth straps extend outwardly to a position adjacent to the frame beam.
5. The method for fixing a large-caliber casing pipe of a frame beam as claimed in claim 1, wherein in the step S1, a cross control line is used to measure the positions of the two first embedded casings.
6. A frame beam heavy caliber casing fixing device, which is manufactured by the frame beam heavy caliber casing fixing method according to any one of claims 1-5.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2018204239852 | 2018-03-27 | ||
| CN201820423985 | 2018-03-27 |
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| Publication Number | Publication Date |
|---|---|
| CN109610635A CN109610635A (en) | 2019-04-12 |
| CN109610635B true CN109610635B (en) | 2021-06-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201811438184.4A Active CN109610635B (en) | 2018-03-27 | 2018-11-27 | Method and device for fixing large-diameter sleeve of frame beam |
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| CN (1) | CN109610635B (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204825945U (en) * | 2015-07-30 | 2015-12-02 | 华北冶建工程建设有限公司 | A fixture for fixing buried bolt in advance |
| CN206467682U (en) * | 2017-01-23 | 2017-09-05 | 中国华冶科工集团有限公司 | A kind of installation foundation bolt fixing device |
| CN107267165A (en) * | 2017-07-28 | 2017-10-20 | 马鞍山钢铁建设集团有限公司 | A kind of dry coke quenching body of heater is circular layout pre-embedded bolt fixed structure and installation method |
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2018
- 2018-11-27 CN CN201811438184.4A patent/CN109610635B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204825945U (en) * | 2015-07-30 | 2015-12-02 | 华北冶建工程建设有限公司 | A fixture for fixing buried bolt in advance |
| CN206467682U (en) * | 2017-01-23 | 2017-09-05 | 中国华冶科工集团有限公司 | A kind of installation foundation bolt fixing device |
| CN107267165A (en) * | 2017-07-28 | 2017-10-20 | 马鞍山钢铁建设集团有限公司 | A kind of dry coke quenching body of heater is circular layout pre-embedded bolt fixed structure and installation method |
Non-Patent Citations (1)
| Title |
|---|
| 《新型大直径螺栓（套筒）群预埋方法实践与应用》;周志军 等;《施工技术》;20150210;第120页 * |
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| CN109610635A (en) | 2019-04-12 |
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