CN109811898A - A kind of connection structure and its construction method of reinforced concrete member - Google Patents
A kind of connection structure and its construction method of reinforced concrete member Download PDFInfo
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- CN109811898A CN109811898A CN201910190108.4A CN201910190108A CN109811898A CN 109811898 A CN109811898 A CN 109811898A CN 201910190108 A CN201910190108 A CN 201910190108A CN 109811898 A CN109811898 A CN 109811898A
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 140
- 238000010276 construction Methods 0.000 title claims abstract description 19
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 81
- 238000004873 anchoring Methods 0.000 claims abstract description 50
- 238000009434 installation Methods 0.000 claims abstract description 8
- 230000002787 reinforcement Effects 0.000 claims abstract description 7
- 239000000463 material Substances 0.000 claims description 28
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 239000004567 concrete Substances 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 10
- 210000003205 muscle Anatomy 0.000 claims description 6
- 238000010586 diagram Methods 0.000 description 7
- 238000005452 bending Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The present invention discloses the connection structure and its construction method of a kind of reinforced concrete member, is related to construction engineering technical field.For poured before solving the problem of cause after embedded sleeve barrel or embedded bar misplace in reinforced concrete member after to pour reinforcement installation in reinforced concrete member difficult and do not adapt to due to Deepen Design and adjust the demand of bar gauge.A kind of connection structure of reinforced concrete member of the present invention, including anchoring piece, the first connector and the second connector, the anchoring piece is connect with the reinforcing bar in the first reinforced concrete member, first connector is fixed on outer wall one end on the anchoring piece close to first reinforced concrete member, and it can be located at the absolute altitude of the second reinforced concrete member, second connector is fixed on one end of reinforcing bar in second reinforced concrete member, first connector is equipped with the mounting groove of strip, and second connector can be slidably connected with the mounting groove.
Description
Technical field
The present invention relates to the connection structure of construction engineering technical field more particularly to a kind of reinforced concrete member and its apply
Work method.
Background technique
In construction projects, due to engine request, usually have first pour reinforced concrete member and after pour armored concrete structure
Part, wherein it is a problem that the reinforcing bar of rear pouring concrete component is connect with the member anchoring of first pouring concrete.
For example, when way of the basement diaphragm wall using the unification of two walls or in Super High, shear wall uses climbing formwork for construction
When, wall is required to construct in advance, and horizontal member beam, plate etc. are constructed after needing.Beam, slab muscle are poured for after and first pour wall
Anchor connection, existing construction method is: muscle is indulged for beam, is relatively large in diameter, using formerly pour it is pre-buried threaded in wall
The reinforcing bar of sleeve, the method that beam is then indulged into muscle and sleeve connection；For reinforcing bar in plate, diameter is smaller, using reinforcing bar is pre-
It first bends to be embedded in afterwards and formerly pour in the intracorporal concrete of wall, subsequent dig out breaks the directly side with the binding of slab muscle or welded lap
Method.
Before the sleeved reinforcing bar of pre-buried band or the reinforcing bar of bending, bar diameter, radical, spacing etc. be must determine, right
In after having poured basement diaphragm wall, there can be the case where bar gauge is adjusted due to Deepen Design, cause original pre-buried
The demand for not being able to satisfy the adjustment of subsequent reinforcing bar with sleeve reinforcing bar or bending reinforcing steel bar, cause the problems such as being transformed of largely doing over again；Or it needs
Wait all Design of Main Structure to complete, after determining bar gauge, then build basement diaphragm wall, cause human and material resources and
The waste of time cost.
Summary of the invention
The present invention provides the connection structure and its construction method of a kind of reinforced concrete member, mixed for pouring reinforcing bar before solving
After embedded sleeve barrel or embedded bar misplace in solidifying soil component, poured after causing reinforcement installation difficulty in reinforced concrete member,
And do not adapt to the problem of demand of bar gauge is adjusted due to Deepen Design.
In order to achieve the above objectives, the present invention adopts the following technical scheme:
In a first aspect, the present invention provides a kind of connection structure of reinforced concrete member, including anchoring piece, the first connection
Part and the second connector, the anchoring piece are connect with the reinforcing bar in the first reinforced concrete member, and first connector is fixed
Close to outer wall one end of first reinforced concrete member on the anchoring piece, and the second reinforced concrete member can be located at
Absolute altitude at, second connector is fixed on one end of reinforcing bar in second reinforced concrete member, first connection
Part is equipped with the mounting groove of strip, and second connector can be slidably connected with the mounting groove.
Optionally, further include grouting the bed of material, the grouting bed of material between the mounting groove and second connector,
And/or the grouting bed of material is located between the reinforcing bar in the mounting groove and second reinforced concrete member.
Optionally, the width of second connector is less than the width of the mounting groove.
Optionally, first connector is C-shaped channel steel, and second connector is and the matched company of the C-shaped channel steel
Fishplate bar.
Optionally, first connector is welded on the anchoring piece.
Optionally, second connector is welded on the reinforcing bar in second reinforced concrete member.
Optionally, second connector is connect with the reinforcement bolt in second reinforced concrete member.
Optionally, the width of rebate W of first connector meets: W=D+2mm；Wherein, D is and correspondingly described the
Maximum gauge in second reinforced concrete member of a connection piece connection in multiple reinforcing bars.
Optionally, the anchoring piece and first connector are at least two, and one end of each anchoring piece is equipped with
One first connector, at least two anchoring pieces are set along the vertical direction on first reinforced concrete member
It sets.
Second aspect, the present invention provides a kind of connection structures for reinforced concrete member described in above-described embodiment
Construction method, comprising the following steps: the first connector is fixed on one end of anchoring piece, the anchoring piece and the first reinforced concrete
Reinforcing bar connection in native component, and reach the first connector in the second reinforced concrete member at the absolute altitude of reinforcing bar；Pour institute
State the first reinforced concrete member；Second connector is fixed on one end of reinforcing bar in second reinforced concrete member；Institute
After stating the first reinforced concrete member arrival age, second connector is set in the mounting groove of first connector
It is interior, and bind the reinforcing bar of second reinforced concrete member；Pour the second reinforced concrete member.
It optionally, further include the grouting bed of material, the installation that second connector is set in first connector
It is further comprising the steps of between the step of reinforcing bar of the second reinforced concrete member of step in slot and the binding: to adjust
Behind the position of second connector, setting temporary fixing structure fixes the reinforcing bar of the second reinforced concrete member；Described first
Inject grouting material in the mounting groove of connector, and to age；Remove the temporary fixing structure.
Compared to the prior art, the connection structure and its construction party of reinforced concrete member provided in an embodiment of the present invention
Method, since the first connector to be fixed on to one end of anchoring piece, and anchoring piece binds the steel in the first reinforced concrete member
On muscle, and reach the first connector in the second reinforced concrete member at the absolute altitude of reinforcing bar, the first reinforced concrete can be poured
Native component；Second connector is fixed on to one end of reinforcing bar in the second reinforced concrete member, in the first reinforced concrete member
After reaching age, the second connector can be set in the mounting groove of the first connector, and bind the second armored concrete structure
The reinforcing bar of part pours the second reinforced concrete member.After the completion of pouring the first reinforced concrete member, need to adjust second
Second connector can be moved in mounting groove, be changed by the situation of the spacing in reinforced concrete member between number of steel bars, reinforcing bar etc.
Become interval of multiple second connectors in mounting groove, to realize the purpose of the spacing of adjustment reinforcing bar；And by more
The second connector in two reinforced concrete members on reinforcing bar is set in the peace of the first connector of the first reinforced concrete member
In tankage, to solve the above problems, avoid causing greatly because the quantity, spacing of reinforcing bar in the second reinforced concrete member adjust
It measures all Design of Main Structure such as the problem of being transformed and needs of doing over again to complete, after determining number of steel bars and spacing, then build
Basement diaphragm wall, the problem of leading to the waste of human and material resources and time cost.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is the schematic cross-section of the connection structure of reinforced concrete member of the embodiment of the present invention；
Fig. 2 is the structural schematic diagram of the connection structure of reinforced concrete member of the embodiment of the present invention；
Fig. 3 is the first reinforced concrete member and the second steel in the connection structure of reinforced concrete member of the embodiment of the present invention
Reinforcing bar structural schematic diagram connected vertically in reinforced concrete component；
Fig. 4 is the first armored concrete in the connection structure of the embodiment of the present invention of embodiment of the present invention reinforced concrete member
Component is vertical with reinforcing bar part in the second reinforced concrete member, part oblique structural schematic diagram；
Fig. 5 is the knot that the first connector is connected with anchoring piece in the connection structure of reinforced concrete member of the embodiment of the present invention
Structure schematic diagram；
Fig. 6 be in the connection structure of reinforced concrete member of the embodiment of the present invention in the second reinforced concrete member reinforcing bar with
Second connector welded structure schematic diagram；
Fig. 7 be in the connection structure of reinforced concrete member of the embodiment of the present invention in the second reinforced concrete member reinforcing bar with
The bolted structural schematic diagram of second connector；
Fig. 8 is the flow diagram of the construction method of the connection structure of reinforced concrete member of the embodiment of the present invention.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection；It can be directly connected, the company inside two elements can also be can be indirectly connected through an intermediary
It is logical.For the ordinary skill in the art, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
In the description of the present invention, "and/or", only a kind of incidence relation for describing affiliated partner, expression can deposit
In three kinds of relationships, for example, A and/or B, can indicate: individualism A exists simultaneously A and B, these three situations of individualism B.
In addition, character "/" herein, typicallys represent the relationship that forward-backward correlation object is a kind of "or".
Referring to Fig.1~4, the connection structure of the reinforced concrete member of the embodiment of the present invention includes that anchoring piece 1, first connects
Part 2 and the second connector 3, wherein anchoring piece 1 is connect with the reinforcing bar in the first reinforced concrete member 100, the first connector 2
It is fixed on outer wall one end on anchoring piece 1 close to the first reinforced concrete member 100, and the second reinforced concrete member can be located at
Absolute altitude at, the second connector 3 is fixed on one end of reinforcing bar 200 in the second reinforced concrete member, and the first connector 2 is equipped with length
The mounting groove 21 of bar shaped, the second connector 3 can be slidably connected with mounting groove 21.
Compared to the prior art, the connection structure of the reinforced concrete member of the embodiment of the present invention, due to anchoring piece 1 and
Reinforcing bar connection in one reinforced concrete member 100, and the first connector 2 is fixed on close to the first reinforced concrete member 100
Outer wall one end, and be located at the absolute altitude of the second reinforced concrete member, the first reinforced concrete member 100 can be poured, the
Two connectors 3 are fixed on one end of reinforcing bar 200 in the second reinforced concrete member, reach in the first reinforced concrete member 100
After age, the second connector 3 can be set in the mounting groove 21 of the first connector 2, and bind the second armored concrete structure
The reinforcing bar 200 of part, pours the second reinforced concrete member.After the completion of pouring the first reinforced concrete member 100, need to adjust
Situations such as spacing in whole second reinforced concrete member between the quantity of reinforcing bar 200, reinforcing bar 200, the second connector 3 can pacified
It is moved in tankage 21, changes interval of multiple second connectors 3 in mounting groove 21, to realize the spacing of adjustment reinforcing bar 200
Purpose；Or the second connector 3 on reinforcing bar 200 in more second reinforced concrete members is set in the first reinforced concrete
In the mounting groove 21 of first connector 2 of native component 100, the above problem can be solved, avoid because of the second reinforced concrete member
The quantity of interior reinforcing bar 200, spacing adjustment and causing, which are largely done over again, the problem of being transformed and all Design of Main Structure such as needs complete
At after the quantity and spacing that determine reinforcing bar 200, then building basement diaphragm wall, lead to the wave of human and material resources and time cost
The problem of taking.
Behind the orientation for adjusting the second connector 3, need for the first connector 2 to be fixedly connected with the second connector 3.It can
Selection of land, in some embodiments, the second connector 3 are fixed with the first connector 2 by multiple bayonet connections.In other implementations
In example, which further includes the grouting bed of material 4, and the grouting bed of material 4 is located between mounting groove 21 and the second connector 3, or grouting
The bed of material 4 is located between the reinforcing bar 200 in mounting groove 21 and the second reinforced concrete member, or the grouting bed of material 4 is not only located at and is pacifying
Between tankage 21 and the second connector 3, and between the reinforcing bar 200 being located in mounting groove 21 and the second reinforced concrete member.
Compared to being bolted through multiple bayonet connections, because bayonet be it is limited, the angle of the second connector 3 only can be limited
Multiple ranges in adjust, and the angle of regulation range of the reinforcing bar 200 in the second reinforced concrete member of the latter is wider.Therefore,
Preferably, the embodiment of the present invention uses the technical solution of the latter.Specifically, the above-mentioned grouting bed of material is with regulation mobility, morning
By force, the layer of slurry of the performances such as microdilatancy after high-strength and hardening.
In the prior art when concreting, vibrating, the reinforcing bar 200 or the reinforcing bar 200 after bending of pre- buried strap sleeve hold
It is easily dislocated, is not easy straightening when will cause subsequent connection reinforcement installation after dislocation, influences installation quality.It is asked in view of above-mentioned
It inscribes, the width of the second connector 3 is less than the width (width direction of mounting groove as shown in the figure of mounting groove 21 in the embodiment of the present invention
It is identical as the width direction of the notch of mounting groove), i.e. the second connector 3 and 21 clearance fit of mounting groove, even if being in the milk in injection
When material, the second connector 3 misplaces, and can adjust orientation of second connector 3 in mounting groove 21, consequently facilitating straightening second
Reinforcing bar 200 in reinforced concrete member.
It should be noted that above-mentioned mounting groove 21 can be various shapes, such as arc, C-shaped, mounting groove 21 is equipped with and the second steel
The notch 211 that reinforcing bar 200 in reinforced concrete component cooperates can directly inject grouting material in mounting groove 21.The notch 211
Width is greater than 200 maximum gauge of multiple reinforcing bars in the second reinforced concrete member, the i.e. notch 211 and the second steel of mounting groove 21
200 clearance fit of reinforcing bar in reinforced concrete component is conducive to the second connector 3 and rotates relative to the first connector 2.Optionally, on
The shape for stating mounting groove 21 can be identical as the shape of the second connector 3, can also shape difference.
Optionally, above-mentioned first connector 2 can be C-shaped channel steel, and correspondingly, the second connector 3 is matched with C-shaped channel steel
Connecting plate cooperates convenient for the top and bottom sidewall of connecting plate and the wing plate of channel steel, and the first connector 2 and the second connector 3 are common
Structural member, it is easy to process；Optionally, above-mentioned second connector 3 can also be arc-shaped link block, correspondingly, the first connector 2
For square rail, offering section far from the side of mounting post in square rail is arc-shaped mounting groove 21, when the second connection
When part 3 rotates in mounting groove 21, the second connector 3 is not easy stuck.It should be noted that steel can also be used in the second connector 3
The Steel material that material production, the first connector 2 and the second connector 3 use can be identical, can also be different, as long as having enough strong
Degree and rigidity, it is ensured that when the stress of reinforcing bar 200 in the second reinforced concrete member reaches design strength, the first connector 2,
The junction of second connector 3 and each component is not destroyed.
There are many first connectors 2 and 1 connection type of anchoring piece, for example, in some embodiments, the weldering of the first connector 2
It connects on anchoring piece 1；In further embodiments, the first connector 2 is bolted with anchoring piece 1.Because be bolted need by
Fixture nut is mounted in the mounting groove 21 of the first connector 2, so that the volume of the first connector 2 is larger, therefore, the present invention is real
It applies the first connector 2 in example to be welded on anchoring piece 1, as shown in Figure 5.
Correspondingly, the connection type of above-mentioned second connector 3 and the reinforcing bar 200 in the second reinforced concrete member has more
Kind.For example, in some embodiments, the second connector 3 is welded on the reinforcing bar 200 in the second reinforced concrete member, such as Fig. 6
Shown, bonding strength is high, and switching performance is good；In further embodiments, the second connector 3 and the second reinforced concrete member
Interior reinforcing bar 200 is bolted, as shown in fig. 7, installation is more convenient, and bonding strength is higher.
Referring to Fig.1 and Fig. 5 if the 211 width W of notch of the first connector 2 is too small is unfavorable for the orientation of the second connector 3
Adjustment and movement；If the 211 width W of notch of the first connector 2 is excessive, the structural strength and rigidity of the first connector 2 are lower, hold
Easily deformation occurs.Therefore, the 211 width W of notch of the first connector 2 meets in the embodiment of the present invention: W=D+2mm；Wherein, D is
With the maximum of reinforcing bars 200 (i.e. same placing of reinforcement) multiple in the second reinforced concrete member that correspondingly the first connector 2 is connect
Diameter.
Optionally, anchoring piece 1 can be J-shaped dowel, can also be straight dowel.
For there is the case where placing of reinforcement 200 in the second reinforced concrete member, anchoring piece 1 and in the embodiment of the present invention
A connection piece 2 is one, which connect with the second connector 3 on entire row reinforcing bar 200.In order to adapt to second
There is the case where multiple rows of reinforcing bar 200 in reinforced concrete member, further, anchoring piece 1 and the first connection in the embodiment of the present invention
Part 2 be it is two or more, one end of each anchoring piece 1 is equipped with first connector 2, and two or more anchoring pieces 1 exist
It is arranged along the vertical direction on first reinforced concrete member 100.
The embodiment of the invention also includes a kind of connection structures for reinforced concrete member described in above-described embodiment
Construction method, comprising the following steps: the first connector 2 is fixed on one end of anchoring piece 1, anchoring piece 1 and the first armored concrete
Reinforcing bar connection in component 100, and reach the first connector 2 in second reinforced concrete member at the absolute altitude of reinforcing bar 200；It pours
Build the first reinforced concrete member 100；Second connector 3 is fixed on one end of reinforcing bar 200 in the second reinforced concrete member；?
After first reinforced concrete member 100 reaches age, the second connector 3 is set in the mounting groove 21 of the first connector 2, and
Bind the reinforcing bar of the second reinforced concrete member；Pour the second reinforced concrete member.Wherein, above-mentioned second connector 3 is fixed
The step of one end of reinforcing bar 200 and the first connector 2 are fixed on one end of anchoring piece 1 in the second reinforced concrete member,
It can be completed in factory, factory's volume production is easy to process, cost is relatively low；And other the step of, then it completes at the construction field (site), improves construction
Efficiency and construction quality.
It further, further include the grouting bed of material 4 in the connection structure of reinforced concrete member, referring to Fig. 8, above-mentioned construction
The the second armored concrete structure of step and binding being set in the second connector 3 in method in the mounting groove 21 of the first connector 2
Further comprising the steps of between the step of reinforcing bar 200 of part: behind the position for adjusting the second connector 3, setting is fixed temporarily
Structure fixes the reinforcing bar 200 of the second reinforced concrete member；Grouting material is injected in the mounting groove 21 of the first connector 2, and extremely
Age；Remove temporary fixing structure.According to the above method, grouting material can be full of to the mounting groove 21 of the first connector 2, thus real
Existing second connector 3 is reliably connected with the orientation adjusted with the first connector 2.
In addition, in order to avoid concreting, vibrate when, cement slurry enter the first connector 2 mounting groove 21 in,
Before pouring the first reinforced concrete member 100, further includes: fill in temporary plugging part in the first connector 2；And
One reinforced concrete member 100 reach age after with the second connector 3 is set in the mounting groove 21 of the first connector 2 between
It is further comprising the steps of: temporary plugging part is taken out from the first connector 2.Specifically, above-mentioned temporary plugging part is plug.
It should be understood that, if 200 tension of reinforcing bar of the second reinforced concrete member, being drawn after grouting material injects 28 days
Power can pass to the first connector 2 by the second connector 3, then (such as by the connection structure of the first connector 2 and anchoring piece 1
Weld seam) anchoring piece 1 is passed to, pulling force is passed to the first reinforced concrete member 100 again by anchoring piece 1；If the second reinforced concrete
The reinforcing bar 200 of native component is pressurized, and pressure can pass to the first connector by the grouting bed of material 4 after the second connector 3 and hardening
2, then anchoring piece 1 is passed to by the connection structure of the first connector 2 and anchoring piece 1, pressure is passed to first again by anchoring piece 1
Reinforced concrete member 100；If the reinforcing bar 200 of the second reinforced concrete member is sheared, shearing can be by close to reinforcing bar 200 1
The notch 211 of side passes to the first connector 2, then passes to anchoring piece by the connection structure of the first connector 2 and anchoring piece 1
1, anchoring piece 1 gives Shear transfer to the first reinforced concrete member 100 again, to make the first reinforced concrete member 100 and the
After two reinforced concrete members are connected by above-mentioned connection structure, it can satisfy various force requests.
In the description of this specification, particular features, structures, materials, or characteristics can be real in any one or more
Applying can be combined in any suitable manner in example or example.
The above description is merely a specific embodiment, but scope of protection of the present invention is not limited thereto, any
In the technical scope disclosed by the present invention, any changes or substitutions that can be easily thought of by those familiar with the art, all answers
It is included within the scope of the present invention.Therefore, protection scope of the present invention should be with the scope of protection of the claims
It is quasi-.
Claims (11)
1. a kind of connection structure of reinforced concrete member, which is characterized in that including anchoring piece, the first connector and the second connection
Part, the anchoring piece are connect with the reinforcing bar in the first reinforced concrete member, and first connector is fixed on the anchoring piece
Upper outer wall one end close to first reinforced concrete member, and can be located at the absolute altitude of the second reinforced concrete member, institute
One end that the second connector is fixed on reinforcing bar in second reinforced concrete member is stated, first connector is equipped with strip
Mounting groove, second connector can be slidably connected with the mounting groove.
2. the connection structure of reinforced concrete member according to claim 1, which is characterized in that it further include the grouting bed of material,
The grouting bed of material is between the mounting groove and second connector, and/or the grouting bed of material is located at the installation
Between reinforcing bar in slot and second reinforced concrete member.
3. the connection structure of reinforced concrete member according to claim 2, which is characterized in that second connector
Width is less than the width of the mounting groove.
4. the connection structure of reinforced concrete member according to claim 1, which is characterized in that first connector is
C-shaped channel steel, second connector are and the matched connecting plate of the C-shaped channel steel.
5. the connection structure of reinforced concrete member according to claim 1, which is characterized in that the first connector weldering
It connects on the anchoring piece.
6. the connection structure of reinforced concrete member according to claim 1, which is characterized in that the second connector weldering
It connects on the reinforcing bar in second reinforced concrete member.
7. the connection structure of reinforced concrete member according to claim 1, which is characterized in that second connector with
Reinforcement bolt connection in second reinforced concrete member.
8. the connection structure of reinforced concrete member according to claim 3 or 4, which is characterized in that first connection
The width of rebate W of part meets: W=D+2mm；Wherein, D is and the second armored concrete that correspondingly first connector is connect
Maximum gauge in component in multiple reinforcing bars.
9. the connection structure of reinforced concrete member according to claim 1, which is characterized in that the anchoring piece and described
First connector is at least two, and one end of each anchoring piece is equipped with first connector, described at least two
Anchoring piece is arranged along the vertical direction on first reinforced concrete member.
10. a kind of construction party of the connection structure for reinforced concrete member described in any one of the claims 1~9
Method, which comprises the following steps:
First connector is fixed on one end of anchoring piece, and the anchoring piece is connect with the reinforcing bar in the first reinforced concrete member,
And reach the first connector in the second reinforced concrete member at the absolute altitude of reinforcing bar；
Pour first reinforced concrete member；
Second connector is fixed on one end of reinforcing bar in second reinforced concrete member；
After first reinforced concrete member reaches age, second connector is set in first connector
In mounting groove, and bind the reinforcing bar of second reinforced concrete member；
Pour the second reinforced concrete member.
11. the construction method of the connection structure according to claim 10 for reinforced concrete member, which is characterized in that
Further include the grouting bed of material, the step in the mounting groove that second connector is set in first connector with it is described
It is further comprising the steps of between the step of binding the reinforcing bar of the second reinforced concrete member:
Behind the position for adjusting second connector, setting temporary fixing structure fixes the steel of the second reinforced concrete member
Muscle；
Inject grouting material in the mounting groove of first connector, and to age；
Remove the temporary fixing structure.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112554347A (en) * | 2020-11-05 | 2021-03-26 | 上海建工四建集团有限公司 | Embedded part device |
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| JPH09279848A (en) * | 1996-04-16 | 1997-10-28 | Nippon Biniron Kk | Device for dividing interval for reinforcing bar arrangement |
| CN203441094U (en) * | 2013-09-11 | 2014-02-19 | 中建中东有限责任公司 | Embedded part of hydraulic climbing formwork |
| CN103821230A (en) * | 2014-02-27 | 2014-05-28 | 王睿敏 | Reinforced concrete structure connection component, manufacturing method and construction method thereof |
| CN207959495U (en) * | 2018-01-18 | 2018-10-12 | 华东建筑设计研究院有限公司 | A kind of beam column node connection device suitable for prefabricated concrete structure |
| CN208072620U (en) * | 2018-01-26 | 2018-11-09 | 广东坚朗五金制品股份有限公司 | Pre-buried channel flow |
| CN209799021U (en) * | 2019-03-13 | 2019-12-17 | 悉地国际设计顾问（深圳）有限公司 | Connecting structure of reinforced concrete member |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112554347A (en) * | 2020-11-05 | 2021-03-26 | 上海建工四建集团有限公司 | Embedded part device |
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