CN109937282A - Reinforced concrete frame antidetonation is reinforced using PC wallboard, reinforced concrete frame antidetonation reinforcement structure and its construction method using PC wallboard - Google Patents
Reinforced concrete frame antidetonation is reinforced using PC wallboard, reinforced concrete frame antidetonation reinforcement structure and its construction method using PC wallboard Download PDFInfo
- Publication number
- CN109937282A CN109937282A CN201780062733.XA CN201780062733A CN109937282A CN 109937282 A CN109937282 A CN 109937282A CN 201780062733 A CN201780062733 A CN 201780062733A CN 109937282 A CN109937282 A CN 109937282A
- Authority
- CN
- China
- Prior art keywords
- wallboard
- reinforced concrete
- mentioned
- concrete frame
- hole
- 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.)
- Pending
Links
Classifications
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/027—Preventive constructional measures against earthquake damage in existing buildings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The present invention relates to following reinforced concrete frame antidetonations to reinforce PC wallboard, utilizes the reinforced concrete frame antidetonation reinforcement structure and its construction method of PC wallboard: being formed naturally the opening portion for window etc., ensure open area to the maximum extent, it is easy to combine with existing reinforced concrete frame, maximizes anti-seismic performance by effectively transmitting stress.
Description
Technical field
The present invention relates to following reinforced concrete frame antidetonations to reinforce with PC wallboard, utilizes the armored concrete of PC wallboard
Frame antidetonation reinforcement structure and its construction method: being formed naturally the opening portion for window etc., ensures to open to the maximum extent
Area is easy to combine with existing reinforced concrete frame, maximizes anti-seismic performance by effectively transmitting stress.
Background technique
The fabrication built before introducing 1988 of Aseismic Design is not applicable in as defined in Aseismic Design in the past low
Layer building needs to reinforce antidetonation.
In particular, recently, with the frequency of earthquake and the increase of earthquake degree, more public of the personnel of School Buildings etc. is built
Object is built to be badly in need of reinforcing antidetonation.
As a result, as shown in Figure 1, having developed the reinforcement work for being much supported reinforcement to column-beam frame using steel plate etc.
Skill.But in such a process, the joint portion between reinforcement material and column-beam frame is fragile, and anti-seismic performance reduces, due to adding
Interference is generated between strong material and window, leads to open sense decline, to have the problem of usability reduces (publication the
No. 10-2012-0042237).
Therefore, the applicant has also applied for following technology and has been authorized to, that is, ensures to fill using PC component 1 shown in Fig. 2
The open area of foot, the aging reinforced beam-rod structure object outstanding for column-beam frame reinforcement ability utilize the portion PC
The reconstruction antidetonation of part reinforces connected structure and reconstructs construction method (granted patent the 10-1346814th) using its building.
The side of PC component 1 shown in Fig. 2 combines to combine column or beam with PC component 1 with steel sheet component 9.
Combine above-mentioned steel sheet component 9 with column or beam using anchor part to make PC component 1 and column-beam frame as a result,
It combines.
But in above-mentioned authorization technique, as reinforcement material PC component 1 by steel sheet component 9 come with column-beam frame
It combines, rather than is bound directly with column-beam frame indirectly.
Therefore, when steel sheet component 9 deforms or is impaired, there is the problem of anti-seismic performance reduction.Meanwhile 9 court of steel sheet component
Prominent to the outside of PC component 1, therefore, the efficiency in terms of the carrying of PC component 1 and efficiency of loading is not so good, due to as steel
The steel sheet component 9 of material exposes to outside, needs to carry out the additional processing in terms of fire resisting and anticorrosion.
Summary of the invention
Technical problem
As described above in order to solve the problems, such as, the present invention provides following reinforced concrete frame antidetonation and reinforces with PC wall
Plate, reinforced concrete frame antidetonation reinforcement structure and its construction method using PC wallboard: opening portion, maximum limit are formed naturally
Degree ground ensures open area, is easy to combine with existing reinforced concrete frame.
The present invention provides following reinforced concrete frame antidetonation and reinforces with PC wallboard, utilizes the armored concrete of PC wallboard
Frame antidetonation reinforcement structure and its construction method: it since there is no towards the protruding portion on the outside of PC wallboard, therefore, carries and loads
Efficiency is outstanding.
The present invention provides following reinforced concrete frame antidetonation and reinforces with PC wallboard, utilizes the armored concrete of PC wallboard
Frame antidetonation reinforcement structure and its construction method: since there is no the steel parts exposed towards the outside of PC wallboard, therefore, nothing
It need to carry out the additional processing in terms of fire resisting and anticorrosion.
Solution to problem
The present invention of preferred embodiment provides a kind of reinforced concrete frame antidetonation reinforcement PC wallboard, and above-mentioned PC wallboard is set
The inside for the reinforced concrete frame being made of reinforced column and beam is placed in reinforce antidetonation characterized by comprising water
Flat portion combines in snugly manner with the inner bottom surface top of above-mentioned reinforced concrete frame；And vertical component effect, to above-mentioned level
One end top in portion extends to form, and the medial surface of the lateral column inside reinforced concrete frame combines in snugly manner, on
State reinforced concrete frame antidetonation reinforce it is L-shaped on the whole with PC wallboard, in order to be inserted into anchor part, in above-mentioned horizontal part and
Vertical component effect is respectively formed with along multiple vertical combined holes and horizontal integration hole made of vertical direction and horizontal direction perforation.
The present invention of further embodiment provides following reinforced concrete frame antidetonation and reinforces with PC wallboard, feature
It is, has been provided projectingly multiple connecting components in the upper end of above-mentioned vertical component effect and the other end of horizontal part.
The present invention of another preferred embodiment provides following reinforced concrete frame antidetonation and reinforces with PC wallboard, feature
It is, the lower part of above-mentioned vertical combined hole and the outboard end in horizontal integration hole is provided with blocking material.
The following reinforced concrete frame antidetonation using PC wallboard is provided there are also the present invention of a preferred embodiment to reinforce
Structure characterized by comprising reinforced concrete frame is made of reinforced column and beam；Above-mentioned PC wallboard is so that level
The bottom surfaces in portion are tightly attached to the bottom surface of reinforced concrete frame and the outboard end of vertical component effect are made to be tightly attached to the medial surface of a lateral column
Mode is set to the inside of above-mentioned reinforced concrete frame；Anchor part, by above-mentioned vertical combined hole and horizontal integration hole come
The side of bottom surface and column to reinforced concrete frame is inserted into and is anchored；Grouting material is filled in above-mentioned vertical combined hole and water
In flat combined hole；And finished concrete, it is cast between the other end of above-mentioned horizontal part and another lateral column and above-mentioned vertical component effect
Upper end and beam lower part between space.
The present invention of another preferred embodiment provides the following reinforced concrete frame antidetonation using PC wallboard and reinforces knot
Structure, which is characterized in that under the upper end of above-mentioned vertical component effect, the other end of horizontal part, the lower inside surface of another lateral column and beam
Portion side is provided projectingly the multiple connecting components being embedded in above-mentioned finished concrete.
The present invention of another preferred embodiment provides the following reinforced concrete frame antidetonation using PC wallboard and reinforces knot
Structure characterized by comprising reinforced concrete frame is made of reinforced column and beam；Above-mentioned PC wallboard, a pair is with phase
Mutually symmetrical mode is arranged, so that the bottom surfaces of horizontal part are tightly attached to the bottom surface of reinforced concrete frame and make the side of vertical component effect
It holds the medial surface for being tightly attached to a lateral column and another lateral column to be respectively set to the inside of above-mentioned reinforced concrete frame, is on the whole in U
Shape；Anchor part, by above-mentioned vertical combined hole and horizontal integration hole to the bottom surface of reinforced concrete frame and the inside of column
It is inserted into and is anchored；Grouting material is filled in above-mentioned vertical combined hole and horizontal integration hole；And finished concrete, it is cast in
Space between the other end of the horizontal part of above-mentioned a pair of PC wallboard and between the upper end of above-mentioned vertical component effect and the lower part of beam.
The present invention of another preferred embodiment provides the following reinforced concrete frame antidetonation using PC wallboard and reinforces knot
Structure, which is characterized in that be provided projectingly in the lower part two sides of the other end of above-mentioned horizontal part and the upper end of vertical component effect and beam embedded
In the connecting component in finished concrete.
The present invention of another preferred embodiment provides a kind of reinforced concrete frame antidetonation reinforcement structure using PC wallboard
Construction method, as the construction method of the reinforced concrete frame antidetonation reinforcement structure using above-mentioned PC wallboard, feature exists
In, comprising: step (a) removes the window being arranged in the inside for the reinforced concrete frame being made of reinforced column and beam
And masonry structure；Step (b) forms anchor hole in the side of the bottom surfaces of beam, is anchored multiple shear connections materials in anchor hole,
Anchor hole is formed in the lower part of the medial surface of another lateral column and is anchored the end of multiple hooped reinforcements；Step (c) slings above-mentioned PC
Wallboard comes so that the bottom surfaces of horizontal part are tightly attached to the bottom surface of reinforced concrete frame and the outboard end of vertical component effect is made to be tightly attached to one
Above-mentioned PC wallboard is set to the inside of above-mentioned reinforced concrete frame by the mode of the medial surface of lateral column；Step (d) utilizes drilling
Machine and by above-mentioned vertical combined hole and horizontal integration hole come respectively in the bottom surface of reinforced concrete frame and a side perforation of column
Form anchor hole；Step (e) is inserted into anchor part to anchor hole by above-mentioned vertical combined hole and horizontal integration hole to be anchored；
Step (f), Xiang Shangshu vertical junction closes hole and grouting material is filled in the inside in horizontal integration hole；And step (g), to above-mentioned level
Space between the other end in portion and another lateral column and between the upper end of above-mentioned vertical component effect and the lower part of beam is poured finished concrete.
The present invention of another preferred embodiment provides the following reinforced concrete frame antidetonation using PC wallboard and reinforces knot
The construction method of structure, as the construction method of the reinforced concrete frame antidetonation reinforcement structure using above-mentioned PC wallboard, feature
It is, comprising: step (a) removes the window being arranged in the inside for the reinforced concrete frame being made of reinforced column and beam
Family and masonry structure；Step (b) forms anchor hole in the two sides of the bottom surfaces of beam, is anchored multiple shear connections materials in anchor hole
Material；Step (c), sling above-mentioned a pair of PC wallboard come so that the bottom surfaces of horizontal part be tightly attached to the bottom surface of reinforced concrete frame and
Above-mentioned a pair of PC wallboard is arranged the mode for making the outboard end of vertical component effect be tightly attached to the medial surface of a lateral column and another lateral column respectively
In the inside of above-mentioned reinforced concrete frame；Step (d) using drilling machine and passes through above-mentioned vertical combined hole and horizontal integration hole
To form anchor hole in the bottom surface of reinforced concrete frame and the side of column and another side perforation respectively；Step (e), by above-mentioned
Vertical combined hole and horizontal integration hole are anchored to anchor hole insertion anchor part；Step (f), Xiang Shangshu vertical junction close hole and water
Fill grouting material in the inside of flat combined hole；And step (g), between the other end of the horizontal part of above-mentioned a pair of PC wallboard and
Space between the upper end of above-mentioned vertical component effect and the lower part of beam is poured finished concrete.
The present invention of another preferred embodiment provides the following reinforced concrete frame antidetonation using PC wallboard and reinforces knot
The construction method of structure, which is characterized in that in above-mentioned steps (d), before perforation forms anchor hole, using sealing material to water
It is sealed between the bottom surfaces in flat portion and the bottom surface of reinforced concrete frame and between vertical component effect and the side of column.
The effect of invention
The present invention has the effect of as follows.
First, anchor is inserted into the horizontal part combined hole vertical with vertical component effect for being respectively formed in PC wallboard and horizontal integration hole
Gu component can reinforce previous steel to make PC wallboard be directly fixed on previous reinforced concrete frame by simple method
The shock resistance of reinforced concrete frame etc., stress transfer efficiency are outstanding.
Second, the PC wallboard for the L-shaped shape being made of horizontal part and vertical component effect that can be used alone or can be so that a pair of
The mode that the PC wallboard for the L-shaped shape being made of horizontal part and vertical component effect is symmetrical is configured to U-shaped, to be reinforced,
Therefore, it can ensure to the maximum extent open area by being formed naturally opening portion.
Therefore third, carries since there is no towards the protrusion on the outside of PC wallboard and efficiency of loading is outstanding.
The steel parts exposed towards outside are not present in 4th, PC wallboard, it is therefore not necessary in terms of carrying out fire resisting and anticorrosion
Additional processing.
Detailed description of the invention
Fig. 1 is the perspective view of the previous frame reinforced by supporting.
Fig. 2 is the perspective view that previous antidetonation reinforces using PC component.
Fig. 3 is the perspective view for showing reinforced concrete frame antidetonation of the invention and reinforcing using PC wallboard.
Fig. 4 is the sectional stereogram for being shown specifically vertical combined hole or horizontal integration hole.
Fig. 5 is the solid for showing the embodiment of the reinforced concrete frame antidetonation reinforcement structure of the invention using PC wallboard
Figure.
Fig. 6 is the cross-sectional view for showing the drill bit being inserted into vertical combined hole.
Fig. 7 is the top view for showing the marriage relation of another lateral column and horizontal part.
Fig. 8 is the main view for showing the marriage relation of beam and vertical component effect.
Fig. 9 is the solid for showing the embodiment of the reinforced concrete frame antidetonation reinforcement structure after casting finished concrete
Figure.
Figure 10 is the perspective view for slinging method for showing PC wallboard of the invention.
Figure 11 is the another embodiment for showing the reinforced concrete frame antidetonation reinforcement structure of the invention using PC wallboard
Perspective view.
Figure 12 is another embodiment for showing the reinforced concrete frame antidetonation reinforcement structure after casting finished concrete
Main view.
Figure 13 is the perspective view for showing the reinforced concrete frame for completing external facing.
Specific embodiment
Hereinafter, with reference to the accompanying drawings and preferred embodiment come the present invention is described in detail.
Fig. 3 is the perspective view for showing reinforced concrete frame antidetonation of the invention and reinforcing using PC wallboard.
As shown in figure 3, reinforced concrete frame antidetonation of the invention is reinforced with PC wallboard being by by armored concrete
Reinforce the PC wallboard 2 of antidetonation in the inside for the reinforced concrete frame 1 that column 11 and beam 12 are constituted characterized by comprising horizontal
Portion 21 combines in snugly manner with the inner bottom surface top of above-mentioned reinforced concrete frame 1；And vertical component effect 22, Xiang Shangshu
One end top of horizontal part 21 extends to form, with the medial surface of a lateral column 11 of the inside of reinforced concrete frame 1 with the side of abutting
Formula combines, and above-mentioned reinforced concrete frame antidetonation is reinforced using PC wallboard L-shaped on the whole, in order to be inserted into anchor part 3,
Above-mentioned horizontal part 21 and vertical component effect 22 are respectively formed with along multiple vertical combinations made of vertical direction and horizontal direction perforation
Hole 211 and horizontal integration hole 221.
In reinforced concrete frame antidetonation of the invention reinforce that PC wallboard 2 is divided for horizontal part 21 and hung down in PC wallboard
Straight portion 22 comes on the whole in L-shaped shape, when reinforcement structure object, it is easy to ensure that the opening portions such as window.
In above-mentioned PC wallboard 2, horizontal part 21 is close to combine with the bottom surface of reinforced concrete frame 1, vertical component effect 22 and one
The medial surface of lateral column 11 is close to combine.
In the case, in the bottom surface of reinforced concrete frame 1, the bottom can be basic upper side, and 2 layers or more can be
Beam 12.
It is formed through multiple vertical combined holes 211 and horizontal integration hole respectively in above-mentioned horizontal part 21 and vertical component effect 22
221。
Make to anchor in the vertical combined hole 211 of above-mentioned PC wallboard 2 and horizontal integration hole 221 by being previously formed as a result,
Component 3 is anchored to column 11 or beam 12 as existing component, so that PC wallboard 2 is fixed on reinforced concrete frame 1.
It is therefore not necessary in order to which PC wallboard 2 is fixed on previous reinforced concrete frame 1 and towards the outside of PC wallboard 2
Additional bonded block outstanding binds directly PC wallboard 2 with reinforced concrete frame 1 using anchor part 3, therefore, answers
Power transmission efficiency is outstanding.
Above-mentioned vertical combined hole 211 and horizontal integration hole 221 can be formed by various embodiments, such as an example, when factory's system
When making, polystyrene foam plastics or polyvinyl chloride (PVC) pipe etc. can be buried in advance to be formed.
Preferably, in order to enable the grouting material 4 being filled in vertical combined hole 211 and horizontal integration hole 221 later is logical
Reinforcement adhesive force is crossed to be formed as one with PC wallboard 2, removal is formed into above-mentioned vertical combined hole 211 and horizontal integration hole
221 and inbuilt material.
In particular, being easy root in the case where forming vertical combined hole 211 and horizontal integration hole 221 using polyvinyl chloride pipe
The levelness of PC wallboard 2 is adjusted according to the length of polyvinyl chloride pipe.Also, when manufacturing PC wallboard 2, if casting concrete and
Concrete extracts polyvinyl chloride pipe out before being fully cured, then is integrally formed vertical combined hole 211 and horizontal integration hole 221, together
When, it can be by removal polyvinyl chloride pipe come so that vertical combined hole 211 and the inner peripheral surface and grouting material 4 in horizontal integration hole 221
It is formed as one.
Above-mentioned PC wallboard 2 can be arranged one in the inside of reinforced concrete frame 1 and be reinforced with L-shaped shape, as be described hereinafter
Shown in Figure 11 etc., the PC wallboard 2 of 2 L-shaped shapes is symmetrical arranged with U-shaped also according to the interval of column 11, thus to structure
Object is reinforced.
As described above, using PC wallboard 2 of the invention come stiffener concrete frame 1, it can be by certainly
Form the opening portion for window etc. so to ensure open area to the maximum extent, meanwhile, it can be easy and existing reinforced concrete
Native frame 1 combines, and anti-seismic performance can be made to maximize by effectively transmitting stress.
Meanwhile the part protruded outward is not present in above-mentioned PC wallboard 2, therefore, carries and efficiency of loading is outstanding, due to
Be made of PC component, therefore, and previous difference, without carrying out fire resisting and anticorrosion in terms of additional processing.
Multiple connecting components 23,24 have been provided projectingly in the upper end of above-mentioned vertical component effect 22 and the other end of horizontal part 21.
In order to be inserted into above-mentioned PC wallboard 2 to the inside of reinforced concrete frame 1, appropriately sized remaining space is needed.
Therefore, can make PC wallboard 2 horizontal length and vertical length be less than reinforced concrete frame 1 inboard width and height
Degree can be arranged in the other end of horizontal part 21 and the upper end of vertical component effect 22 for being formed as one with existing reinforced concrete frame 1
The connecting component 23,24 of body.
Using above-mentioned connecting component 23,24 PC wallboard 2 is arranged, it is mixed not only can easily to cope with existing reinforcing bar
The all size of solidifying soil frame 1, and convenient for being formed as one with existing reinforced concrete frame 1.
Above-mentioned connecting component 23,24 can have various embodiments.In Fig. 3, the other end and hooped reinforcement of horizontal part 21
The connecting component 23 of form combines, and the upper end of vertical component effect 22 is combined with the connecting component 24 of shear connections material shape.
Fig. 4 is the sectional stereogram for being shown specifically vertical combined hole or horizontal integration hole.
It, can be in the lower part and horizontal integration hole of above-mentioned vertical combined hole 211 if (a) of Fig. 4 is partially to shown in the part (b)
Blocking material 25 is arranged in 221 outboard end.
After above-mentioned PC wallboard 2 is arranged, PC wallboard 2 separates the interval for the part being in contact with reinforced concrete frame 1,
The foreign matter generated when perforation forms aftermentioned anchor hole 121 in order to prevent is permeated between PC wallboard 2 and reinforced concrete frame 1
The phenomenon that, it can be filled using sealing material S between PC wallboard 2 and reinforced concrete frame 1.
Therefore, blocking material 25 is set in the outboard end in the lower part of vertical combined hole 211 and horizontal integration hole 221 to prevent
The phenomenon that only sealing material S is flowed into the inside in vertical combined hole 211 and horizontal integration hole 221.
Above-mentioned blocking material 25 can utilize lay-by material elastomeric material or thick dry burnt-in sand slurry etc..
In particular, sealing the lower part of vertical combined hole 211 and the outboard end in horizontal integration hole 221 using dry packaging etc.
In the case where, as shown in part (b) of Fig. 4, stage portion 212,222 can be formed with specific length, narrowly to be formed vertical
Combined hole 211 or the entrance in horizontal integration hole 221.
In the case, it is easier to seal vertical combined hole 211 and horizontal integration hole 221.
After filling and solidifying above-mentioned sealing material S, when utilization drilling machine 6 and pass through vertical combined hole 211 or level
Combined hole 221 comes when reinforced concrete frame 1 perforates and forms the anchor hole 121 for being combined with anchor part 3, above-mentioned obstruction
Material 25 is perforated to remove together.
Fig. 5 is the solid for showing the embodiment of the reinforced concrete frame antidetonation reinforcement structure of the invention using PC wallboard
Figure, Fig. 6 is the cross-sectional view for showing the drill bit being inserted into vertical combined hole.
As shown in Fig. 5, Fig. 9 etc., the feature of the reinforced concrete frame antidetonation reinforcement structure of the invention using PC wallboard
It is, comprising: reinforced concrete frame 1 is made of reinforced column 11 and beam 12；Above-mentioned PC wallboard 2, so that horizontal part 21
Bottom surfaces be tightly attached to the bottom surface of reinforced concrete frame 1 and the outboard end of vertical component effect 22 made to be tightly attached to the medial surface of a lateral column 11
Mode be set to the inside of above-mentioned reinforced concrete frame 1；Anchor part 3 passes through above-mentioned vertical combined hole 211 and horizontal junction
Hole 221 is closed to be inserted into and be anchored to the side of the bottom surface of reinforced concrete frame 1 and column 11；Grouting material 4 is filled in above-mentioned hang down
Straight combined hole 211 and horizontal integration hole 221；And finished concrete 5, it is cast in the other end and the other side of above-mentioned horizontal part 21
Space between column 11 and between the upper end of above-mentioned vertical component effect 22 and the lower part of beam 12.
This is related with using the embodiment of 2 stiffener concrete frame 1 of PC wallboard of a L shape.
In above-mentioned PC wallboard 2, in order to be combined with beam 12 and column 11, vertical component effect 22 upper end and horizontal part 21 it is another
One end protrudes multiple connecting components 23,24.
Sealing material S can be filled between above-mentioned PC wallboard 2 and reinforced concrete frame 1, it can be in vertical combined hole 211
Blocking material 25 is arranged to prevent sealing material S to vertical combined hole 211 and water in the outboard end in lower part and horizontal integration hole 221
The phenomenon that inside of flat combined hole 221 flows into.
Above-mentioned anchor part 3 can penetrate through vertical combined hole 211 and horizontal integration hole 221 to reinforced concrete frame 1
Bottom surface and the side of column 11 are inserted into and are anchored.
That is, vertical combined hole 211 and water can be passed through after being set to above-mentioned PC wallboard 2 in reinforced concrete frame 1
Flat combined hole 221 is inserted into anchor part 3 to make PC wallboard 2 be anchored (Fig. 5) in reinforced concrete frame 1.
In the case, opening portion is formed on the top of above-mentioned PC wallboard 2, therefore, operator can be by ensuring sufficiently
Working space easily to be inserted into anchor part 3 to vertical combined hole 211 or horizontal integration hole 221.
Above-mentioned grouting material 4 is filled in vertical combined hole 211 and horizontal integration hole 221.
Above-mentioned grouting material 4 can the anchoring liquid that injects of opposite anchor hole 121 be in the milk, also using non-shrink mortar
Deng PC wallboard 2 being made to be combined as a whole with reinforced concrete frame 1 according to the filling of grouting material 4.
Above-mentioned finished concrete 5 is cast between the other end of horizontal part 21 and another lateral column 11 and above-mentioned vertical component effect 22
Space (Fig. 9) between upper end and the lower part of beam 12.
On the other hand, in order to combine with anchor part 3, anchor hole 121 need to be formed in reinforced concrete frame 1.
For this purpose, as shown in fig. 6, the drill bit that can be inserted into drilling machine 6 into vertical combined hole 211 or horizontal integration hole 221 comes
Anchor hole 121 is formed in reinforced concrete frame 1.
Above-mentioned anchor part 3 is inserted into and is anchored to the anchor hole 121 that one end is formed in reinforced concrete frame 1 as a result,.
When construct above-mentioned anchor part 3 when, in advance to the inside of anchor hole 121 inject anchoring liquid it is rear to anchor hole
121 insertion anchor parts 3, so that anchor part 3 keeps PC wallboard 2 and reinforced concrete frame 1 mutually firmly fixed.
Meanwhile identical as above content, when carrying out being used to form the drilling machine operation of above-mentioned anchor hole 121, it is located at
The blocking material 25 of the end in vertical combined hole 211 and horizontal integration hole 221 is removed.
Fig. 7 is the top view for showing the marriage relation of another lateral column and horizontal part, and Fig. 8 is the combination for showing beam and vertical component effect
The main view of relationship.
It as shown in Figures 7 and 8, can be under the upper end of above-mentioned vertical component effect 22, the other end of horizontal part 21, another lateral column 11
The lower part side of portion's medial surface and beam 12 be provided projectingly the multiple connecting components 13 being embedded in above-mentioned finished concrete 5,14,
23、24。
Specifically, in Fig. 7, it can protrude respectively and set in the other end of horizontal part 21 and the lower inside surface of another lateral column 11
It is equipped with connecting component 13,23.
As shown in fig. 7, the case where the connecting component 23 combined with the horizontal part 21 of above-mentioned PC wallboard 2 is hooped reinforcement
Under, correspondingly, the connecting component 13 combined with another lateral column 11 can also be made of hooped reinforcement.
The connecting component 13,23 of these hooped reinforcement forms can be configured in the overlapped mode of required area, can be
The fractional additional of hooped reinforcement overlapping configures vertical reinforcing bar 15.
Meanwhile in fig. 8, shear connections material can be provided projectingly respectively in the upper end of vertical component effect 22 and the lower part side of beam 12
Expect the connecting component 14,24 of form.
Preferably, above-mentioned shear connections material is staggeredly cooperated in a manner of not overlapping.
The connecting component 13,14 of above-mentioned column 11 and beam 12 is set to respectively by being formed in 11 side of column and the lower part of beam 12
Anchor hole is anchored to inject anchoring liquid and be inserted into connecting component 13,14, and the connecting component 23,24 for being set to PC wallboard 2 is distinguished
It is embedded in concrete in advance when manufacturing PC wallboard 2.
Fig. 9 is the solid for showing the embodiment of the reinforced concrete frame antidetonation reinforcement structure after casting finished concrete
Figure.
Fig. 9 is following figure, that is, in the embodiment of the 2 stiffener concrete frame 1 of PC wallboard using a L shape
In, the sky between the other end and another lateral column 11 of horizontal part 21 and between the upper end of above-mentioned vertical component effect 22 and the lower part of beam 12
Between be poured finished concrete 5 after state.
Carry out the construction method to the above-mentioned reinforced concrete frame antidetonation reinforcement structure using PC wallboard referring to Fig. 5, Fig. 9 etc.
It is illustrated.
In the construction method of the invention using the reinforced concrete frame antidetonation reinforcement structure of PC wallboard, firstly,
In step (a), remove the reinforced concrete frame 1 being made of reinforced column 11 and beam 12 inside be arranged window and
Masonry structure.
Also, in step (b), anchor hole is formed in the side of the bottom surfaces of beam 12, is anchored multiple shearing resistances in anchor hole
Connecting material forms anchor hole in the lower part of the medial surface of another lateral column 11 and is anchored the end of multiple hooped reinforcements.
Above-mentioned shear connections material is for being formed as one reinforced concrete frame 1 and PC wallboard 2 with hooped reinforcement
Connecting component 13,14.
In above-mentioned shear connections material and hooped reinforcement, makes one end respectively in the anchoring of the inside of beam 12 and column 11 and make another
One end is prominent towards the outside of beam 12 and column 11, and as the shearing resistance towards the outside of PC wallboard 2 connecting component 23,24 outstanding
Connecting material and hooped reinforcement are together formed as one reinforced concrete frame 1 and PC wallboard 2.
Then, it in step (c), slings above-mentioned PC wallboard 2 and comes so that the bottom surfaces of horizontal part 21 are tightly attached to reinforced concrete
The mode of the bottom surface of native frame 1 and the medial surface for making the outboard end of vertical component effect 22 be tightly attached to a lateral column 11 sets above-mentioned PC wallboard 2
It is placed in the inside of above-mentioned reinforced concrete frame 1.
Sealing material S can be filled between reinforced concrete frame 1 to above-mentioned PC wallboard 2, it can be in vertical combined hole 211
Blocking material 25 is arranged in the outboard end in lower part and horizontal integration hole 221.
Also, in step (d), divide using drilling machine and by above-mentioned vertical combined hole 211 and horizontal integration hole 221
Anchor hole 121 is not formed in a side perforation of the bottom surface of reinforced concrete frame 1 and column 11 in step (e), to pass through later
Above-mentioned vertical combined hole 211 and horizontal integration hole 221 are anchored to the insertion anchor part 3 of anchor hole 121.
In above-mentioned steps (d), before forming anchor hole 121, using the lower part in sealing material S sealed horizontal portion 21
Separate PC wallboard 2 between face and the bottom surface of reinforced concrete frame 1 and between vertical component effect 22 and the side of column 11 and reinforcing bar is mixed
Space between solidifying soil frame 1.
Later, in step (f), Xiang Shangshu vertical junction closes hole 211 and grouting material is filled in the inside in horizontal integration hole 221
4。
Finally, in step (g), between the other end of Xiang Shangshu horizontal part 21 and another lateral column 11 and above-mentioned vertical component effect 22
Upper end and beam 12 lower part between space casting finished concrete 5 and solidify to complete to construct.
Figure 10 is the perspective view for slinging method for showing PC wallboard of the invention.
In above-mentioned steps (c), PC wall is set in the inside of above-mentioned reinforced concrete frame 1 by slinging PC wallboard 2
Plate 2.
In the case, as shown in Figure 10, in above-mentioned PC wallboard 2, if in the horizontal part 21 of one side and another side
Vertical component effect 22 connection sling metal wire to sling, the vertical and horizontal state of PC wallboard 2 can be maintained and constructed, thus easily
In setting.
In order to connect it is above-mentioned sling metal wire, can be in the horizontal part 21 of one side and another side in above-mentioned PC wallboard 2
Vertical component effect 22 formed and metal wire combined hole or combined with slinging ring.
Figure 11 is the another embodiment for showing the reinforced concrete frame antidetonation reinforcement structure of the invention using PC wallboard
Perspective view, Figure 12 be show casting finished concrete after reinforced concrete frame antidetonation reinforcement structure another embodiment
Main view.
As shown in FIG. 11 and 12, the feature of the reinforced concrete frame antidetonation reinforcement structure of the invention using PC wallboard
It is, comprising: reinforced concrete frame 1 is made of reinforced column 11 and beam 12；Above-mentioned PC wallboard 2,2', a pair is with phase
Mutually symmetrical mode is arranged, so that the bottom surfaces of horizontal part 21,21' are tightly attached to the bottom surface of reinforced concrete frame 1 and are made vertical
Portion 22,22' the mode of the side medial surface of being tightly attached to a lateral column 11 and another lateral column 11 respectively to be set to above-mentioned reinforcing bar mixed
The inside of solidifying soil frame 1, be in U-shape shape on the whole；Anchor part 3 passes through above-mentioned vertical combined hole 211,211' and horizontal integration
Hole 221,221' are inserted into and are anchored to the bottom surface of reinforced concrete frame 1 and the inside of column 11；Grouting material 4 is filled in above-mentioned
In vertical combined hole 211,211' and horizontal integration hole 221,221'；And finished concrete 5, it is cast in above-mentioned a pair of PC wallboard
2, the space between the horizontal part 21 of 2', the other end of 21' and between above-mentioned vertical component effect 22, the upper end of 22' and the lower part of beam 12.
This comes with the PC wallboard 2, the 2' that configure a pair of L-shaped shape in symmetrical mode with U-shape stiffener concrete
The embodiment of frame 1 is related.
In above-mentioned PC wallboard 2,2', in order to be combined with beam 12 and column 11, in vertical component effect 22, the upper end of 22' and level
Portion 21,21' the other end protrude multiple connecting components 23,24,24'.
In the case of the above embodiments, the structure of anchor part 3, grouting material 4 etc. is said with referring to Fig. 5, Fig. 9 etc.
Bright is above-mentioned identical using the reinforced concrete frame antidetonation reinforcement structure of PC wallboard.
But at following aspect, there are differences, that is, a pair of of PC wallboard 2,2' and tight is arranged in symmetrical mode
It is sticked and is placed in bottom surface and the two side columns 11 of reinforced concrete frame 1, be in U-shape shape on the whole.
Even if the size of reinforced concrete frame 1 is big as a result, can also fully stiffener concrete frame 1, meanwhile,
Opening portion can be formed in the central upper portion of PC wallboard 2,2'.Therefore, operator ensure sufficient working space come easily into
Row is inserted into the operation of anchor part 3 to vertical combined hole 211,211' or horizontal integration hole 221,221', meanwhile, it can be mixed in reinforcing bar
PC wallboard 2,2' are anchored in solidifying soil frame 1.
Meanwhile one lateral column 11 and another lateral column 11 medial surface and a pair of PC wallboard 2, the vertical component effect 22 of 2', 22' outside
Face is close to, and the space between the horizontal part 21 of Xiang Xianglin, 21' is poured finished concrete 5.
Adjacent level can be absorbed by the finished concrete 5 in the space being cast between adjacent horizontal part 21,21'
Construction error between portion 21,21'.
Certainly, above-mentioned finished concrete 5 is also cast between above-mentioned vertical component effect 22, the upper end of 22' and the lower part of beam 12
Space makes PC wallboard 2,2' and the reinforced concrete frame 1 be formed as one (Figure 12).
It can be set in the lower part two sides of above-mentioned horizontal part 21, the other end of 21', vertical component effect 22, the upper end of 22' and beam 12 protrusion
It is equipped with the connecting component 14 being embedded in finished concrete 5,23,24,24'.
It specifically, as shown in figure 11, can be mutual with required area in order to be formed as one adjacent PC wallboard 2,2'
The mode of overlapping is provided projectingly the hooped reinforcement as connecting component 23 in the end of horizontal part 21,21'.In above-mentioned hooped reinforcement
The fractional additional of overlapping configures vertical reinforcing bar 15.
Meanwhile front end connecting material shape can be provided projectingly respectively in the lower part two sides of vertical component effect 22, the upper end of 22' and beam 12
The connecting component 14 of state, 24,24'.
1 and Figure 12 carrys out the construction party to the above-mentioned reinforced concrete frame antidetonation reinforcement structure using PC wallboard referring to Fig.1
Method is illustrated.
In the construction method of the invention using the reinforced concrete frame antidetonation reinforcement structure of PC wallboard, firstly,
In step (a), remove the inside for the reinforced concrete frame 1 being made of reinforced column 11 and beam 12 be set to window and
Masonry structure.
Also, in step (b), anchor hole is formed in the two sides of the bottom surfaces of beam 12, is anchored multiple shearing resistances in anchor hole
Connecting material.
Above-mentioned shear connections material is the interconnecting piece for being formed as one reinforced concrete frame 1 and PC wallboard 2,2'
Part 14.
In above-mentioned shear connections material, one end beam 12 be anchored and the other end towards beam 12 lower part is outstanding and conduct
Towards the shear connections material of the outside of PC wallboard 2,2' connecting component 24 outstanding, 24' make together reinforced concrete frame 1 with
PC wallboard 2,2' are formed as one.
Then, in step (c), above-mentioned a pair of PC wallboard 2 is sling, 2' comes so that the bottom surfaces of horizontal part 21,21' are close to
In reinforced concrete frame 1 bottom surface and make vertical component effect 22, the outboard end of 22' is tightly attached to a lateral column 11 and another lateral column 11 respectively
The mode of medial surface above-mentioned a pair of PC wallboard 2,2' are set to the inside of above-mentioned reinforced concrete frame 1.
Can be to sealing material S be filled between above-mentioned PC wallboard 2,2' and reinforced concrete frame 1, it can be in horizontal part 21,21'
Vertical combined hole 211,211' lower part and vertical component effect 22, the horizontal integration hole 221 of 22', 221' outboard end be arranged resistance
Fill in material 25.
Also, in step (d), using drilling machine and pass through above-mentioned vertical combined hole 211,211' and horizontal integration hole
221,221' to form anchor hole 121 in the bottom surface of reinforced concrete frame 1 and the side of column 11 and another side perforation respectively, it
Afterwards, it in step (e), can be inserted by above-mentioned vertical combined hole 211,211' and horizontal integration hole 221,221' to anchor hole 121
Enter anchor part 3 to be anchored.
Identically as the construction method of antidetonation reinforcement structure of above-mentioned Fig. 5, Fig. 9, it in above-mentioned steps (d), is being formed
Before anchor hole 121, using sealing material S sealed horizontal portion 21, the bottom surface of the bottom surfaces of 21' and reinforced concrete frame 1
Between and vertical component effect 22,22' and the side of column 11 between separate the sky between PC wallboard 2,2' and reinforced concrete frame 1
Between.
Later, in step (f), the inside that Xiang Shangshu vertical junction closes hole 211,211' and horizontal integration hole 221,221' is filled out
Charge pulp material 4.
Finally, in step (g), to above-mentioned a pair of PC wallboard 2, the horizontal part 21 of 2', 21' the other end between and it is above-mentioned
Space casting finished concrete 5 and solidification between vertical component effect 22, the upper end of 22' and the lower part of beam 12 is to complete to construct.
Figure 13 is the perspective view for showing the reinforced concrete frame for completing external facing.
As shown in Fig. 9, Figure 12, to finished concrete 5 is poured between PC wallboard 2 and reinforced concrete frame 1, later as schemed
Shown in 13, make through PC wallboard 2 with being combined in the opening portion that reinforced concrete frame 1 is formed with window 8.
Also, adhere to walltile 7 in the outside of PC wallboard 2 and finished concrete 5 to complete Decorative Construction.
The explanation of appended drawing reference
1: reinforced concrete frame 11: column
12: beam 121: anchor hole
13,14: connecting component 15: vertical reinforcing bar
2,2':PC wallboard 21,21': horizontal part
211,211': vertical combined hole 212: stage portion
22,22': vertical component effect 221,221': horizontal integration hole
222: stage portion 23,24,24': connecting component
25: blocking material 3: anchor part
4: grouting material 5: finished concrete
6: drilling machine 7: walltile
8: window S: sealing material
Claims (10)
1. a kind of reinforced concrete frame antidetonation is reinforced using PC wallboard, above-mentioned PC wallboard (2) is set to by reinforced column
(11) and the inside of reinforced concrete frame (1) that constitutes of beam (12) is used to reinforce antidetonation, which is characterized in that
Include:
Horizontal part (21) combines in snugly manner with the inner bottom surface top of above-mentioned reinforced concrete frame (1)；And
One end top of vertical component effect (22), Xiang Shangshu horizontal part (21) extends to form, with the inside of reinforced concrete frame (1)
The medial surface of one lateral column (11) combines in snugly manner,
Above-mentioned reinforced concrete frame antidetonation is reinforced using PC wallboard L-shaped on the whole,
In order to be inserted into anchor part (3), be respectively formed with along vertical direction in above-mentioned horizontal part (21) and vertical component effect (22) and
Multiple vertical combined holes (211) and horizontal integration hole (221) made of horizontal direction perforation.
2. reinforced concrete frame antidetonation according to claim 1 is reinforced using PC wallboard, which is characterized in that above-mentioned vertical
The upper end in portion (22) and the other end of horizontal part (21) have been provided projectingly multiple connecting components (23,24).
3. reinforced concrete frame antidetonation according to claim 1 is reinforced using PC wallboard, which is characterized in that above-mentioned vertical
The lower part of combined hole (211) and the outboard end of horizontal integration hole (221) are provided with blocking material (25).
4. a kind of reinforced concrete frame antidetonation reinforcement structure using PC wallboard characterized by comprising
Reinforced concrete frame (1) is made of reinforced column (11) and beam (12)；
PC wallboard (2) as claimed in claim 2, so that the bottom surfaces of horizontal part (21) are tightly attached to reinforced concrete frame (1)
The mode of bottom surface and the medial surface for making the outboard end of vertical component effect (22) be tightly attached to a lateral column (11) is set to above-mentioned armored concrete
The inside of frame (1)；
Anchor part (3), by above-mentioned vertical combined hole (211) and horizontal integration hole (221) come to reinforced concrete frame (1)
Bottom surface and the side of column (11) be inserted into and be anchored；
Grouting material (4) is filled in above-mentioned vertical combined hole (211) and horizontal integration hole (221)；And
Finished concrete (5), is cast between the other end of above-mentioned horizontal part (21) and another lateral column (11) and above-mentioned vertical component effect
(22) space between the lower part of upper end and beam (12).
5. the reinforced concrete frame antidetonation reinforcement structure according to claim 4 using PC wallboard, which is characterized in that
Under the upper end of above-mentioned vertical component effect (22), the other end of horizontal part (21), the lower inside surface of another lateral column (11) and beam (12)
Portion side is provided projectingly the multiple connecting components (13,14,23,24) being embedded in above-mentioned finished concrete (5).
6. a kind of reinforced concrete frame antidetonation reinforcement structure using PC wallboard characterized by comprising
Reinforced concrete frame (1) is made of reinforced column (11) and beam (12)；
PC wallboard (2,2') as claimed in claim 2, a pair are arranged in symmetrical mode, so that horizontal part (21,21')
Bottom surfaces are tightly attached to the bottom surface of reinforced concrete frame (1) and a side of vertical component effect (22,22') are made to be tightly attached to a lateral column respectively
(11) and the mode of the medial surface of another lateral column (11) is set to the inside of above-mentioned reinforced concrete frame (1), is in U-shape on the whole
Shape；
Anchor part (3), by above-mentioned vertical combined hole (211,211') and horizontal integration hole (221,221') to reinforced concrete
The bottom surface of native frame (1) and the inside of column (11) are inserted into and are anchored；
Grouting material (4) is filled in above-mentioned vertical combined hole (211,211') and horizontal integration hole (221,221')；And
Finished concrete (5) is cast between the other end of the horizontal part (21,21') of a pair of of PC wallboard (2,2') and above-mentioned vertical
Space between the straight upper end in portion (22,22') and the lower part of beam (12).
7. the reinforced concrete frame antidetonation reinforcement structure according to claim 6 using PC wallboard, which is characterized in that
The other end of above-mentioned horizontal part (21,21') and the upper end of vertical component effect (22,22') and the lower part two sides of beam (12) have been provided projectingly
The connecting component (14,23,24) being embedded in finished concrete (5).
8. a kind of construction method of the reinforced concrete frame antidetonation reinforcement structure using PC wallboard, above-mentioned PC wallboard is exploitation right
Benefit require 4 described in PC wallboard (2) characterized by comprising
Step (a) is removed and is arranged in the inside for the reinforced concrete frame (1) being made of reinforced column (11) and beam (12)
Window and masonry structure；
Step (b) forms anchor hole in the side of the bottom surfaces of beam (12), is anchored multiple shear connections materials in anchor hole,
The lower part of the medial surface of another lateral column (11) forms anchor hole and is anchored the end of multiple hooped reinforcements；
Step (c) is sling above-mentioned PC wallboard (2) and is come so that the bottom surfaces of horizontal part (21) are tightly attached to reinforced concrete frame (1)
Bottom surface and the mode of the medial surface that makes the outboard end of vertical component effect (22) be tightly attached to a lateral column (11) above-mentioned PC wallboard (2) is arranged
In the inside of above-mentioned reinforced concrete frame (1)；
Step (d), using drilling machine and by above-mentioned vertical combined hole (211) and horizontal integration hole (221) come respectively in reinforcing bar
The bottom surface of concrete frame (1) and a side perforation of column (11) form anchor hole (121)；
Step (e) is inserted into anchor part to anchor hole (121) by above-mentioned vertical combined hole (211) and horizontal integration hole (221)
(3) it is anchored；
Grouting material (4) are filled in step (f), the inside that Xiang Shangshu vertical junction closes hole (211) and horizontal integration hole (221)；And
Step (g), between the other end and another lateral column (11) of Xiang Shangshu horizontal part (21) and the upper end of above-mentioned vertical component effect (22)
Space between the lower part of beam (12) is poured finished concrete (5).
9. a kind of construction method of the reinforced concrete frame antidetonation reinforcement structure using PC wallboard, above-mentioned PC wallboard is exploitation right
Benefit require 6 described in PC wallboard (2,2') characterized by comprising
Step (a) is removed and is arranged in the inside for the reinforced concrete frame (1) being made of reinforced column (11) and beam (12)
Window and masonry structure；
Step (b) forms anchor hole in the two sides of the bottom surfaces of beam (12), is anchored multiple shear connections materials in anchor hole；
Step (c) is sling above-mentioned a pair of PC wallboard (2,2') and is come so that the bottom surfaces of horizontal part (21,21') are tightly attached to reinforcing bar and are mixed
It coagulates the bottom surface of soil frame (1) and the outboard end of vertical component effect (22,22') is made to be tightly attached to a lateral column (11) and another lateral column (11) respectively
The mode of medial surface above-mentioned a pair of PC wallboard (2,2') is set to the inside of above-mentioned reinforced concrete frame (1)；
Step (d), using drilling machine and by above-mentioned vertical combined hole (211,211') and horizontal integration hole (221,221') come
Anchor hole (121) are formed in the bottom surface of reinforced concrete frame (1) and the side of column (11) and another side perforation respectively；
Step (e) is inserted by above-mentioned vertical combined hole (211,211') and horizontal integration hole (221,221') to anchor hole (121)
Enter anchor part (3) to be anchored；
Injection material is filled in step (f), the inside that Xiang Shangshu vertical junction closes hole (211,211') and horizontal integration hole (221,221')
Expect (4)；And
Step (g), between the other end of the horizontal part (21,21') of above-mentioned a pair of PC wallboard (2,2') and above-mentioned vertical component effect
Space between the upper end of (22,22') and the lower part of beam (12) is poured finished concrete (5).
10. the construction party of the reinforced concrete frame antidetonation reinforcement structure using PC wallboard according to claim 8 or claim 9
Method, which is characterized in that in above-mentioned steps (d), before perforation forms anchor hole (121), using sealing material (S) to level
It is carried out between the bottom surfaces in portion (21) and the bottom surface of reinforced concrete frame (1) and between vertical component effect (22) and the side of column (11)
Sealing.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020160130701A KR101713284B1 (en) | 2016-10-10 | 2016-10-10 | Seismic retrofit PC wall panel for RC frame, Seismic retrofit structure of RC frame using PC wall panel and construction method thereof |
| KR10-2016-0130701 | 2016-10-10 | ||
| PCT/KR2017/006181 WO2018070634A1 (en) | 2016-10-10 | 2017-06-14 | Pc wall panel for reinforcing earthquake resistance of reinforced concrete frame, structure for reinforcing earthquake resistance of reinforced concrete frame by using pc wall panel, and method for constructing same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109937282A true CN109937282A (en) | 2019-06-25 |
Family
ID=58411463
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201780062733.XA Pending CN109937282A (en) | 2016-10-10 | 2017-06-14 | Reinforced concrete frame antidetonation is reinforced using PC wallboard, reinforced concrete frame antidetonation reinforcement structure and its construction method using PC wallboard |
Country Status (3)
| Country | Link |
|---|---|
| KR (1) | KR101713284B1 (en) |
| CN (1) | CN109937282A (en) |
| WO (1) | WO2018070634A1 (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101903286B1 (en) | 2017-01-19 | 2018-10-02 | 동국대학교 산학협력단 | Seismic retrofit PC wall panel for RC frame, Manufacturing method thereof, and Construction method of Seismic retrofit structure of RC frame using PC wall panel |
| CN108442574B (en) * | 2018-05-17 | 2023-11-28 | 华北水利水电大学 | Flexible connection structure of shock-absorbing controllable frame type heat-insulating filling wall and construction method |
| KR102093322B1 (en) * | 2019-07-15 | 2020-03-26 | 단국대학교 산학협력단 | Buttress assembly for seismic reinforcing of building having non-bearing walls |
| KR102143566B1 (en) * | 2019-09-16 | 2020-08-11 | (주)아리수엔지니어링 | Seismic retrofit structure using fixing device for reinforcing panel zone and construction method thereof |
| CN111749371B (en) * | 2020-07-15 | 2024-04-05 | 湖南大学 | Energy dissipation and shock absorption assembled filling wallboard structure |
| KR102397000B1 (en) | 2022-02-03 | 2022-05-16 | 김건우 | Reinforced pc shear wall |
| KR102522487B1 (en) | 2023-02-06 | 2023-04-17 | 엘림 주식회사 | Prefabricated steel frame seismic reinforcement structure by slab joint H-beam bracing |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101173530A (en) * | 2006-11-02 | 2008-05-07 | 上海市第七建筑有限公司 | Construction method of concrete wall panel |
| CN101806095A (en) * | 2010-03-15 | 2010-08-18 | 中山市快而居房屋预制件有限公司 | Full-fabricated assembly overall reinforced concrete house and building method thereof |
| KR20100106259A (en) * | 2010-08-19 | 2010-10-01 | 동국대학교 산학협력단 | The remodeling earthquake resistant connection details by using precast concrete member for old reinforced beam-column building structures and the remodeling construction method using the same |
| KR20110003019A (en) * | 2009-07-03 | 2011-01-11 | 동국대학교 산학협력단 | Remodeling structure and construction method thereof |
| CN103758257A (en) * | 2013-12-25 | 2014-04-30 | 北京建筑大学 | Novel connection mode between prefabricated concrete wall and main structure |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4969152B2 (en) * | 2006-05-23 | 2012-07-04 | 太平洋セメント株式会社 | Reinforcement structure and reinforcement method for concrete building |
| JP4445007B2 (en) * | 2007-07-23 | 2010-04-07 | 名工建設株式会社 | Seismic reinforcement method and reinforcement piece |
| KR101136914B1 (en) * | 2009-08-12 | 2012-04-20 | 동국대학교 산학협력단 | Reinforcing structure for inner pillar and construction method thereof |
-
2016
- 2016-10-10 KR KR1020160130701A patent/KR101713284B1/en active IP Right Grant
-
2017
- 2017-06-14 CN CN201780062733.XA patent/CN109937282A/en active Pending
- 2017-06-14 WO PCT/KR2017/006181 patent/WO2018070634A1/en active Application Filing
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101173530A (en) * | 2006-11-02 | 2008-05-07 | 上海市第七建筑有限公司 | Construction method of concrete wall panel |
| KR20110003019A (en) * | 2009-07-03 | 2011-01-11 | 동국대학교 산학협력단 | Remodeling structure and construction method thereof |
| CN101806095A (en) * | 2010-03-15 | 2010-08-18 | 中山市快而居房屋预制件有限公司 | Full-fabricated assembly overall reinforced concrete house and building method thereof |
| KR20100106259A (en) * | 2010-08-19 | 2010-10-01 | 동국대학교 산학협력단 | The remodeling earthquake resistant connection details by using precast concrete member for old reinforced beam-column building structures and the remodeling construction method using the same |
| CN103758257A (en) * | 2013-12-25 | 2014-04-30 | 北京建筑大学 | Novel connection mode between prefabricated concrete wall and main structure |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2018070634A1 (en) | 2018-04-19 |
| KR101713284B1 (en) | 2017-03-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109937282A (en) | Reinforced concrete frame antidetonation is reinforced using PC wallboard, reinforced concrete frame antidetonation reinforcement structure and its construction method using PC wallboard | |
| CN209145035U (en) | The node structure blocked when for being in the milk at assembled architecture shear wall installation seam | |
| KR102015564B1 (en) | Panel-type retaining wall structure with h-pile and joint device and construction method thereof | |
| JP2004027813A5 (en) | ||
| CN105649094B (en) | A kind of deep water foundation bearing platform construction three wall steel cofferdams and its construction method | |
| KR101524303B1 (en) | The wall members and underground wall, underground wall construction method using the same | |
| JP4347846B2 (en) | Bridge pier reinforcement method | |
| JP3481508B2 (en) | Stone masonry retaining wall reinforcement method | |
| JP4440497B2 (en) | Construction method of underground continuous wall and construction method of underground structure | |
| KR101975654B1 (en) | Seismic retrofit PC wall panel for RC frame, Seismic retrofit structure of RC frame using PC wall panel and construction method thereof | |
| CN108019077A (en) | A kind of construction method with flexible connecting structure masonry filler wall | |
| JPH09158174A (en) | Water stopping mechanism and method between case bodies of underground continuous wall | |
| JP4349708B2 (en) | Structural underground wall and its construction method | |
| KR20180080392A (en) | Seismic retrofit PC wall panel for RC frame and Construction method thereof | |
| TWI363120B (en) | ||
| KR20090035951A (en) | Retaining wall for easy drainage and it's construction work method thereof | |
| CN110453723A (en) | A kind of barricade and construction method being built in soft substrate | |
| CN110387982A (en) | The flexible connecting structure and method of inwall and main structure | |
| LT5800B (en) | Building method | |
| KR101527703B1 (en) | Revetment Block and Installation Method Thereof | |
| JPH0533355A (en) | Constructing method for retaining wall and retaining wall block used therefor | |
| JP2004263490A (en) | Underground composite wall | |
| JP2008266935A (en) | Existing foundation reinforcing structure and reinforcing method | |
| JP3098458B2 (en) | Construction method of multi-functional underground diaphragm wall | |
| KR20090129137A (en) | Rock construction structure of using anchor and method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190625 |
|
| WD01 | Invention patent application deemed withdrawn after publication |