CN214785990U - Reinforcing structure is worn to establish by interior pipeline of frame roof beam - Google Patents

Reinforcing structure is worn to establish by interior pipeline of frame roof beam Download PDF

Info

Publication number
CN214785990U
CN214785990U CN202120984153.XU CN202120984153U CN214785990U CN 214785990 U CN214785990 U CN 214785990U CN 202120984153 U CN202120984153 U CN 202120984153U CN 214785990 U CN214785990 U CN 214785990U
Authority
CN
China
Prior art keywords
shaped steel
beam body
roof beam
reinforcing bar
establish
Prior art date
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.)
Active
Application number
CN202120984153.XU
Other languages
Chinese (zh)
Inventor
王思佳
欧阳航
邓国静
张力群
张嘉斌
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction First Group Corp Ltd
China Construction First Bureau Group South China Construction Co Ltd
Original Assignee
China Construction First Group Corp Ltd
China Construction First Bureau Group South China Construction Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction First Group Corp Ltd, China Construction First Bureau Group South China Construction Co Ltd filed Critical China Construction First Group Corp Ltd
Priority to CN202120984153.XU priority Critical patent/CN214785990U/en
Application granted granted Critical
Publication of CN214785990U publication Critical patent/CN214785990U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model discloses a reinforced structure is worn to establish by frame roof beam inner line, need be at roof beam body installation crane span structure to present pipeline installation, occupy the building net height, the suitability is little to install comparatively complicated technical problem, it includes: selecting a proper H-shaped steel mounting position on the beam body, and meeting the stress requirement of the beam body; firstly, mounting a beam bottom die and bottom layer steel bars, positioning the position of H-shaped steel, mounting a steel bar stirrup on the bottom layer steel bars at the position corresponding to the H-shaped steel, and placing the H-shaped steel on the steel bar stirrup; then lateral reinforcing steel bars and gluten of the beam body are installed, when concrete of the beam body is poured, holes penetrating through the beam body and the H-shaped steel are reserved, and pipelines penetrate through the beam body from the holes. The bridge is installed at the bottom of the later-stage beam, the pipeline installation efficiency and the precision are improved, the building use net height is greatly increased, and the bridge has the advantages of being simple in structure, convenient to construct, low in construction difficulty and low in cost.

Description

Reinforcing structure is worn to establish by interior pipeline of frame roof beam
Technical Field
The utility model relates to a technical field of building pipeline construction especially relates to a reinforced structure is worn to establish by frame roof beam inner tube line.
Background
For modern building engineering, the core tube and outer frame structure is widely used in commercial office and high-rise residence, and the system can simultaneously meet the requirements of span, clear height and earthquake resistance. However, for buildings with more complex functions, the electromechanical piping system is relatively large and complex, and occupies a major portion of the installation space of the whole building.
At present, when a pipeline is installed, a bridge frame is usually installed at the bottom of a beam, and the pipeline passes through the bridge frame and passes through the bottom of the beam; and the pipelines pass through the beam bottom, the pipelines and the building structure are easy to conflict, the pipeline bending and the elbow are additionally added, and the installation is complicated.
SUMMERY OF THE UTILITY MODEL
The utility model provides a reinforced structure is worn to establish by frame roof beam inner tube line, has avoided later stage beam bottom installation crane span structure, has improved pipeline installation efficiency and precision, has increased substantially that the building uses clean height, has simple structure, construction convenience, the construction degree of difficulty is low, advantage with low costs.
The technical problem to be solved is that: at present, the bridge frame needs to be installed on the beam body in pipeline installation, the occupied building clear height is high, the applicability is small, and the installation is complex.
In order to solve the technical problem, the utility model adopts the following technical scheme:
the utility model relates to a reinforced structure is worn to establish by frame roof beam inner line, including the roof beam body, the internal H shaped steel that is equipped with of roof beam, it has the hole that runs through the roof beam body and H shaped steel and be used for wearing to establish the pipeline to reserve on the roof beam body.
The utility model relates to a reinforced structure is worn to establish by frame roof beam inner line, it is further, H shaped steel is installed in roof beam body 1/3 position department.
The utility model relates to a reinforced structure is worn to establish by frame roof beam inner line, it is further, be equipped with reinforcing bar stirrup on the bottom reinforcing bar of the roof beam body, H shaped steel is arranged in on the reinforcing bar stirrup.
The utility model relates to a reinforced structure is worn to establish by frame roof beam inner line, it is further, the internal X type reinforcing bar of installing multichannel along H shaped steel length direction and arranging of corresponding H shaped steel length region in the roof beam, the space that forms between the adjacent X type reinforcing bar is passed to the hole.
The utility model relates to a reinforced structure is worn to establish by frame roof beam inner line, and is further, sets up multirow X type reinforcing bar along the width direction of the roof beam body.
The utility model relates to a reinforced structure is worn to establish by frame roof beam inner tube line, it is further, be equipped with square pipe or the pipe that is used for wearing to establish the pipeline in the hole.
The utility model relates to a reinforced structure is worn to establish by frame roof beam inner line, and is further, offers a plurality of preformed holes along the length direction of H shaped steel (2) on its web, and the H shaped steel both ends apart from the at least 500mm in preformed hole in the outside.
Compared with the prior art, the utility model, following beneficial effect has:
1. according to the method, the H-shaped steel is arranged in the beam body, and the electric and water supply and drainage pipelines pass through holes reserved by the H-shaped steel according to requirements, so that the method that the traditional pipeline runs at the bottom of the beam is replaced, the utilization rate of the building space is improved, the cost and labor for installing the pipeline in the later period of the traditional process are avoided, and the construction period is shortened;
2. the installation node is analyzed and calculated in the early stage of construction, the targeted H-shaped steel is arranged to form shear keys according to the structural form of the beam body, the problem that the stress of the main structure is weakened due to the fact that the frame beam penetrates through a large-section pipeline is fully solved, construction safety and quality are guaranteed, cost is reduced, and efficient installation is achieved.
The present invention will be further explained with reference to the accompanying drawings.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the present invention with square holes;
FIG. 3 is a schematic cross-sectional view of section 1-1 of FIG. 1;
fig. 4 is a schematic cross-sectional view of 2-2 of fig. 1.
Reference numerals:
1. a beam body; 2. h-shaped steel; 3. x-shaped steel bars; 4. and (4) holes.
Detailed Description
With reference to fig. 1 and 4, the utility model relates to a reinforcing structure is worn to establish by frame beam inner line, including following steps:
step 1: h-shaped steel open pore
The preformed hole is correspondingly formed in the web plate of the H-shaped steel 2 according to the pipe penetrating requirement, the preformed hole is distributed side by side along the length direction of the web plate, the two ends of the H-shaped steel 2 are reserved with the length of laying aside at least 500mm from the preformed hole on the outermost side, and the H-shaped steel 2 is convenient to install.
And after the completion, transporting the H-shaped steel 2 to a construction site.
Step 2: h-shaped steel installation
The appropriate installation position of the H-shaped steel 2 is selected on the beam body 1, the integral frame structure of the floor is analyzed by adopting the encyclopedia software, and the stress and shearing resistance of the integral floor weakened by opening the hole are verified to meet the requirements.
Firstly, mounting a bottom die and bottom reinforcing steel bars of a beam body 1, and then positioning the position of H-shaped steel 2, wherein the mounting position of the H-shaped steel 2 needs to meet the shearing resistance and the stress of the beam body 1, and preferably, the H-shaped steel 2 is arranged at 1/3 beam body 1, the shearing force and the bending moment of the beam body 1 are minimum, and the stability of the beam body 1 is ensured; the position that corresponds H shaped steel 2 on the bottom reinforcing bar installs reinforcing bar stirrup, places H shaped steel 2 on reinforcing bar stirrup. According to the type of the electromechanical pipeline, a square pipe and a round pipe are installed in the preformed hole, wherein the round pipe is a galvanized sleeve, and the square pipe is a field template.
Carry out 1 side direction reinforcing bar of the roof beam body, the installation of gluten and X type reinforcing bar 3, correspond X type reinforcing bar 3 that 2 length direction of H shaped steel of installation multichannel arranged along 2 length direction of H shaped steel in 1 internal corresponding beam, X type reinforcing bar 3 sets up the multirow along the width direction of the roof beam body 1, X type reinforcing bar 3 and 1 steel reinforcement or welded fastening of the roof beam body, the space that forms is passed between 3 from adjacent X type reinforcing bar respectively to pipe and side pipe, X type reinforcing bar 3 strengthens reservation hole 4, guarantee 1 structure later stage porous hole 4 position concrete of the roof beam body and do not split.
After the reinforcing bar installation is accomplished, adopt interim electric block to rectify H shaped steel 2, guarantee H shaped steel 2's installation accuracy. And after the correction is finished, supporting the side die and pouring concrete. When concrete is poured, holes 4 penetrating through the beam body 1 are formed in the square pipes and the round pipes, and then pipelines are arranged side by side and penetrate through the beam body 1 from the holes 4.
According to the method, the H-shaped steel 2 is arranged in the beam body 1, and the electric and water supply and drainage pipelines pass through the hole reserved by the H-shaped steel 2 according to the requirement, so that the traditional method that the pipeline runs at the beam bottom is replaced, the utilization rate of the building space is improved, the cost and labor for installing the pipeline in the later period of the traditional process are avoided, and the construction period is shortened; and the installation node is analyzed and calculated in the early stage of construction, and the targeted H-shaped steel 2 is arranged to form a shear key according to the structural form of the beam body 1, so that the problem that the stress of the main structure is weakened due to the fact that the frame beam penetrates through a large-section pipeline is fully solved, the construction safety and quality are guaranteed, the cost is reduced, and the installation is efficient.
The above-mentioned embodiments are only for describing the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention, and various modifications and improvements made by those skilled in the art without departing from the design spirit of the present invention should fall into the protection scope defined by the claims of the present invention.

Claims (7)

1. The utility model provides a reinforced structure is worn to establish by frame roof beam inner line which characterized in that: including the roof beam body (1), be equipped with H shaped steel (2) in the roof beam body (1), it has hole (4) that runs through the roof beam body (1) and H shaped steel (2) and be used for wearing to establish the pipeline to reserve on the roof beam body (1), hole (4) are square or circular.
2. The frame beam inner pipeline threading reinforcement structure of claim 1, wherein: the H-shaped steel (2) is arranged at the position 1/3 of the beam body (1).
3. The frame beam inner pipeline threading reinforcement structure of claim 1, wherein: be equipped with the reinforcing bar stirrup on the bottom reinforcing bar of roof beam body (1), H shaped steel (2) are arranged in on the reinforcing bar stirrup.
4. The frame beam inner pipeline threading reinforcement structure of claim 3, wherein: correspond X type reinforcing bar (3) that H shaped steel (2) length region interior installation multichannel arranged along H shaped steel (2) length direction in roof beam body (1), space that forms between adjacent X type reinforcing bar (3) is passed in hole (4).
5. The frame beam inner pipeline threading reinforcement structure of claim 4, wherein: and a plurality of rows of X-shaped reinforcing steel bars (3) are arranged along the width direction of the beam body (1).
6. The frame beam inner pipeline threading reinforcement structure of claim 1, wherein: and a square pipe or a round pipe for penetrating a pipeline is arranged in the hole (4).
7. The frame beam inner pipeline threading reinforcement structure of claim 1, wherein: a plurality of preformed holes are formed in a web plate of the H-shaped steel (2) along the length direction of the H-shaped steel, and the distance between two ends of the H-shaped steel (2) and the preformed holes on the outermost side is at least 500 mm.
CN202120984153.XU 2021-05-10 2021-05-10 Reinforcing structure is worn to establish by interior pipeline of frame roof beam Active CN214785990U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120984153.XU CN214785990U (en) 2021-05-10 2021-05-10 Reinforcing structure is worn to establish by interior pipeline of frame roof beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120984153.XU CN214785990U (en) 2021-05-10 2021-05-10 Reinforcing structure is worn to establish by interior pipeline of frame roof beam

Publications (1)

Publication Number Publication Date
CN214785990U true CN214785990U (en) 2021-11-19

Family

ID=78692791

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120984153.XU Active CN214785990U (en) 2021-05-10 2021-05-10 Reinforcing structure is worn to establish by interior pipeline of frame roof beam

Country Status (1)

Country Link
CN (1) CN214785990U (en)

Similar Documents

Publication Publication Date Title
CN109707104B (en) Concrete-filled steel tube casting body with tie bars and construction method
CN207582764U (en) A kind of close spelling laminated floor slab connecting joint structure of end fluting
CN214696113U (en) Connection structure of assembled prefabricated floor and composite beam
CN109914644A (en) A kind of assembled heat insulation masonry wall and preparation method thereof
CN105971631B (en) The fixture type end head formwork and installation method of a kind of tunnel arch wall containing reinforcing bar
CN214785990U (en) Reinforcing structure is worn to establish by interior pipeline of frame roof beam
CN206769200U (en) First wear formula post stretching vertical prestressing cast-in-place concrete rod structure
CN209760439U (en) Reinforced concrete beam and steel core concrete column connected node
CN113216509A (en) Pipeline opening shear key construction structure and method based on net height requirement
RU123042U1 (en) ELEMENT OF MONOLITHIC CONCRETE COVERING
CN206667756U (en) Vertical crane span structure built-in fitting
CN109137984A (en) Assembled integral mixes prefabricated pipe gallery
CN211447283U (en) Connecting beam of main building and skirt house
CN211286164U (en) Self-compaction regeneration block concrete superimposed shear wall
CN212271248U (en) Assembled PEC beam column connected node
CN204703191U (en) A kind of double preformed pile and top board node connecting structure doing structure outer
CN203795708U (en) Prefabricated reinforced concrete element
CN201771083U (en) Positioning and anti-floating device of cast-in-situ reinforced concrete floor system inner mould
CN219196199U (en) Combined well for connecting rainwater pipeline and box culvert
CN218091450U (en) Large-span steel concrete steel plate wall
CN219773327U (en) Assembled hollow superstructure seam connecting device
CN216787148U (en) Deep foundation pit composite type supporting structure
CN215670408U (en) Node connection structure of rib-outlet composite floor slab and cast-in-situ beam
CN212896980U (en) Bolt-pipe concrete anti-seismic wall with reserved functional port
CN218911932U (en) Prefabricated superimposed sheet of indent of no string reinforcing bar of assembled building

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant