CN206174148U - It subsides post -cast strip structure system to transfinite on ground - Google Patents
It subsides post -cast strip structure system to transfinite on ground Download PDFInfo
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- CN206174148U CN206174148U CN201621088258.2U CN201621088258U CN206174148U CN 206174148 U CN206174148 U CN 206174148U CN 201621088258 U CN201621088258 U CN 201621088258U CN 206174148 U CN206174148 U CN 206174148U
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Abstract
The utility model provides an it subsides post -cast strip structure system to transfinite on ground, includes main building major structure, skirt house owner body structure and transfinites and subsides the post -cast strip structure, main building major structure side is connected with main building and expands the structure outward, skirt house owner body structure side is connected with the podium and expands the structure outward, transfiniting and subsiding post -cast strip structure both ends and connect respectively to expand outside main building and expand outside structure and the podium structurally, the width is 13m~21m. The utility model provides a traditional subside leading to because of the differential settlement is too big that post -cast strip construction side method exists the roof beam be unable closed, the poor stability of building, roof beam is cuted the overstocked seriously technical problem of waste of material that lead to of materials such as the not good operation of connection form complicacy between the good and template frame body of normally arch camber, structure the stress, template and steel pipe.
Description
Technical field
This utility model is related to a kind of pouring after settlement structural system that transfinites on the ground.
Background technology
Post-cast strip is commonly used to prevent and evade safety problem, can conscientiously lift construction quality, if post-cast strip arranges improper,
Serious quality problems can be brought, and the stability of whole building can be reduced.In the design of building construction at present, major part building is high
Degree is higher, and attached multilamellar podium, and vestibule form is generally between main building and podium.In traditional construction ground pouring after settlement with
Arrange with basement post-pouring zone, post-cast strip width is 800mm, per layer is arranged until podium roofing.Because pouring after settlement is by main building
Beam disconnects between podium, and the beam span reaches 15m~23m, if the indwelling 800mm width pouring after settlement in this beam, in large span
There is following 4 shortcomings in position：One is because between main building and podium that big beam span, main building and podium differential settlement are big, cause beam without
Method closure, building are uneven, and reduce the stability of whole building；Two is 800mm width pouring after settlement by beam between main building podium
Two large divisions is truncated into, causes the beam cannot normally arch camber, it is possible to caused the later stage beam in " recessed " form, be unfavorable for that structure is received
Power；Type of attachment is complicated between post-cast strip both sides beam-slab template support body and post-cast strip support body, bad operation, while this three parts frame
Body material need to overstock always to main building bind, post-cast strip closing just dismountable, serious waste material；Four is that building is uneven
Problem, and there is certain risk in construction.
Utility model content
The utility model proposes a kind of pouring after settlement structural system that transfinites on the ground, will solve traditional pouring after settlement
Construction method exist the stability for causing beam to close because differential settlement is excessive, building is poor, beam be truncated cannot normally arch camber,
Structure entirety stress is bad and template support body between the overstocking of materials such as the complicated bad operation of type of attachment, template and steel pipe cause
The technical problem of material serious waste.
Technical solutions of the utility model are as follows.
One kind transfinites after pouring after settlement structural system, including main building agent structure, podium agent structure and sedimentation of transfiniting
Band structure is poured, the main building agent structure side is connected with main building and extends out structure；The podium agent structure side is connected with skirt
Room extends out structure；The pouring after settlement structure that transfinites is connected to that main building extends out structure and podium is extended out between structure, and width is
13m~21m.
Preferably, the width that the main building extends out structure is 1000 mm~1500mm；The podium extends out the width of structure
For 1000 mm~1500mm.
Preferably, it is with podium agent structure while the vestibule section for pouring that the podium extends out structure；The main building is extended out
Structure is with main building agent structure while the vestibule section for pouring；The pouring after settlement structure that transfinites is connected to skirt for two ends
Room extends out the after-pouring vestibule section that structure is extended out in structure with main building.
Preferably, the main building extends out structure and transfinites between pouring after settlement structure by the connection of pre-buried dowel one；
The podium extends out structure and transfinites between pouring after settlement structure by the connection of pre-buried dowel two.
Preferably, the pre-buried dowel one includes the pre-buried dowel one of beam and the pre-buried dowel one of plate；The beam is pre-buried
One end of dowel one is located in main building agent structure, and curves hook solid, and the other end of the pre-buried dowel one of beam is beyond master
Building is extended out outside structure end and the beam steel of the pouring after settlement structure that transfinites connects；One end position of the pre-buried dowel one of the plate
In main building agent structure, and with the plate bar connecting of main building agent structure, the other end of the pre-buried dowel one of plate exceeds main building
Extend out that structure end is outer and plate bar connecting of the pouring after settlement structure that transfinites.
Preferably, the pre-buried dowel one of the beam is not less than 1000mm beyond the length that main building extends out structure end；It is described
The pre-buried dowel one of plate is not less than 500mm beyond the length that main building extends out structure end.
Preferably, the pre-buried dowel two includes the pre-buried dowel two of beam and the pre-buried dowel two of plate；The beam is pre-buried
One end of dowel two is located in podium agent structure, and curves hook solid, and the other end of the pre-buried dowel two of beam exceeds skirt
Room extends out structure end and the connection of the beam steel of the pouring after settlement structure that transfinites；One end of the pre-buried dowel two of the plate is located at
In podium agent structure, and with the plate bar connecting of podium agent structure, the other end of the pre-buried dowel two of plate is outside podium
Expand the plate bar connecting of structure end and the pouring after settlement structure that transfinites.
Preferably, the pre-buried dowel two of the beam is not less than 1000mm beyond the length that podium extends out structure end；It is described
The pre-buried dowel two of plate is not less than 500mm beyond the length that podium extends out structure end.
Compared with prior art this utility model has the characteristics that and beneficial effect.
1st, vestibule beam, plate block position in the less position of stress；Because span is big, main building agent structure is constructed after binding
When with the space for being available for adjusting, just not there is a problem of that differential settlement is excessive yet and cause vestibule beam slab to close；Connect simultaneously
Can normally arch camber in the beam construction in later period of corridor region.
2nd, the method in this utility model extends out main building, podium agent structure side beyond 1000mm, after whole indwellings are
Pour band, it is almost an entirety that this will make between main building podium beam, and vestibule beam is no longer separated, can smoothly arch camber, also beneficial to the later stage
Beam slab closure；The pouring after settlement structure that transfinites simultaneously beam slab between integrally closed main building podium again after main building binds so that material
Material no longer overstocks, and so as to avoid the waste of material, has saved cost.
3rd, the pouring after settlement structure that transfinites in this utility model will be overall as pouring after settlement between main building podium, it is to avoid
Because main building podium differential settlement is larger beam slab is closed, the risk that building height is uneven, make the stability in the large of building
It is protected.
4th, the pouring after settlement structure that transfinites in this utility model will be overall as pouring after settlement between main building podium, makes master
Beam between building podium is not truncated, the long-span beams can smoothly arch camber as requested, be conducive to the more preferable stress of structure.
5th, pouring after settlement structure is transfinited while convenient construction, successfully prevent and evaded not in this utility model
Necessary security risk, improves construction quality.
6th, in this utility model construction method step three, by the two ends of the support body of the pouring after settlement structure that transfinites respectively with master
Building extends out the mould bases connection that the mould bases of structure, podium extend out structure, no matter any part in three part support bodys, between them
Support body stability in the large is all improved mutually.
7th, main building agent structure, the beam of podium agent structure, plate intensity i.e. dismountable bottom after reaching in this utility model
Support body, the support body of the pouring after settlement structure that transfinites needs just to start to set up after main building binds, it is to avoid overstocking for material, improves
All transfer efficients of material, conventional construction method is vestibule bottom（In the range of 15~23m of span）Support body must retain always to
Main building binds, and post empiricism is complete, at least overstocks 10 months, therefore this utility model, compares the saving of traditional method high degree
Project cost.
Description of the drawings
Fig. 1 is the pouring after settlement structural system floor map that transfinites on the ground in this utility model.
Fig. 2 is to transfinite the support body of pouring after settlement structure in this utility model and main building extends out the mould bases attachment structure of structure
Schematic diagram.
Fig. 3 is late poured band structure system floor map traditional in this utility model.
Structural representation when Fig. 4 is the post-cast strip closure construction in this utility model on basement roof.
Fig. 5 is the floor map of steel bar arrangement in this utility model.
Fig. 6 is main building agent structure central sill, plate steel bar arrangement schematic diagram in this utility model.
Fig. 7 is podium agent structure central sill, plate steel bar arrangement schematic diagram in this utility model.
Reference：1-podium agent structure, 2-main building agent structure, 3-transfinite pouring after settlement structure, 4-skirt
Room extend out structure, 5-main building extend out the full hall frame of structure, 6-main building agent structure, 7-main building extend out the mould bases of structure, 8-it is super
Limit pouring after settlement structure support body, 9-traditionally go up late poured band structure, 10-supporting table, 11-basement roof post-cast strip
Protecting formwork, 12-flitch, 13-inclined plane, 14-basement roof, the pre-buried connection of 15-pre-buried dowel one, 151-beam
The pre-buried connection of the pre-buried dowel two, 162-plate of the pre-buried dowel one, 16-pre-buried dowel two, 161-beam of muscle one, 152-plate
Muscle two.
Specific embodiment
Basement post-pouring zone is followed to arrange as shown in figure 3, traditionally going up late poured band structure 9, the width of traditional late poured band structure 9
Spend for 800mm, per layer is arranged until podium roofing, the beam span reaches 15m~23m, 800mm width traditionally go up post-cast strip and is tied
Beam between main building agent structure 2 and podium agent structure 1 is truncated into two large divisions by structure 9, cause beam cannot normally arch camber, have
The later stage beam is likely to result in " recessed " form, be unfavorable for structure stress etc. defect.
This utility model transfinites pouring after settlement structural system from main building agent structure 2, the side of podium agent structure 1 on the ground
Extend out 1000mm respectively, whole indwellings are the pouring after settlement that transfinites, 3~7 layers of whole indwellings are transfinited post-cast strip, that is, after sedimentation of transfiniting
Pour bandwidth and reach 13m~21m, vestibule region is substantially all for post-cast strip, after main building agent structure 2 binds, using than setting
Meter intensity carries higher leveled filling expansive concrete and pours pouring after settlement region of transfiniting.
As shown in Figure 1 and Figure 2, this pouring after settlement structural system that transfinites, including main building agent structure 2, podium body junction
Structure 1 and the pouring after settlement structure 3 that transfinites, the side of main building agent structure 2 is connected with main building and extends out structure 5；The podium master
The side of body structure 1 is connected with podium and extends out structure 4；The pouring after settlement structure 3 that transfinites is connected to main building and extends out structure 5 and skirt
Room is extended out between structure 4, and width is 13m~21m.
In the present embodiment, it is 1000 mm~1500mm that the main building extends out the width of structure 5；The podium extends out structure 4
Width be 1000 mm~1500mm.
In the present embodiment, it is with podium agent structure 1 while the vestibule section for pouring that the podium extends out structure 4；The master
It is with main building agent structure 2 while the vestibule section for pouring that building extends out structure 5；The one end of pouring after settlement structure 3 connection of transfiniting
Extend out in structure 4 in podium, the other end is connected to the after-pouring vestibule section that main building is extended out in structure 5.
In the present embodiment, the main building extends out structure 5 and the pre-buried dowel one that pass through between pouring after settlement structure 3 that transfinites
15 connections；The podium extends out structure 4 and to be transfinited connected by pre-buried dowel 2 16 between pouring after settlement structure 3.
In the present embodiment, the pre-buried dowel 1 includes the pre-buried dowel 1 of beam and the pre-buried dowel one of plate
152；One end of the pre-buried dowel 1 of the beam is located in main building agent structure 2, and curves hook solid, meets beam main tendon
Anchoring requires that the other end of the pre-buried dowel 1 of beam extends out the end of structure 5 and the pouring after settlement structure 3 that transfinites beyond main building
Beam steel connects；One end of the pre-buried dowel 1 of the plate is located in main building agent structure 2, with main building agent structure slab
Muscle colligation is overlapped, and the other end of the pre-buried dowel 1 of plate is extended out outside the end of structure 5 and the pouring after settlement that transfinites beyond main building
The plate bar connecting of structure 3.
In the present embodiment, the pre-buried dowel 1 of the beam is not less than beyond the length that main building extends out the end of structure 5
1000mm；The pre-buried dowel 1 of the plate is not less than 500mm beyond the length that main building extends out the end of structure 5.
In the present embodiment, the pre-buried dowel 2 16 includes the pre-buried dowel 2 161 of beam and the pre-buried dowel two of plate
162；One end of the pre-buried dowel 2 161 of the beam is located in podium agent structure 1, and curves hook solid, meets beam main tendon
Anchoring requires that the other end of the pre-buried dowel 2 161 of beam extends out the end of structure 4 and the pouring after settlement structure 3 that transfinites beyond podium
Beam steel connects；One end of the pre-buried dowel 2 162 of the plate is located in podium agent structure 1, with podium agent structure slab
Muscle colligation is overlapped, and the other end of the pre-buried dowel 2 162 of plate extends out the end of structure 4 and the pouring after settlement knot that transfinites beyond podium
The plate bar connecting of structure 3.
In the present embodiment, the pre-buried dowel 2 161 of the beam is not less than beyond the length that podium extends out the end of structure 4
1000mm；The pre-buried dowel 2 162 of the plate is not less than 500mm beyond the length that podium extends out the end of structure 4.
Transfinite the construction method of pouring after settlement structural system for this ground, including step is as follows.
Step one：Post-cast strip on basement roof 14 carries out protection closing.
Step 2：Main building agent structure 2, podium agent structure 1, main building extend out structure 5 and podium extends out applying for structure 4
Work.
Step 3：The support body 8 and beam of the pouring after settlement structure that transfinites, template die plate are set up.
Step 4：The beam of the pouring after settlement structure 3 that transfinites, the construction of slab muscle.
Step 5：Pour the concrete of pouring after settlement structure 3 that transfinites.
Step 6：Maintenance.
In the present embodiment, because ground vestibule part-structure whole indwelling is the pouring after settlement structure that transfinites, it is impossible to effectively
Masking rainwater, rubbish etc., so needing to close the post-cast strip on basement roof 14 before constructing on the ground, are protected.
The protection closing of the post-cast strip in step one on basement roof 14 is specially：In basement roof post-cast strip both sides
Basement roof 14 on, along basement roof post-cast strip length direction a bar shaped supporting table 10 is respectively built by laying bricks or stones, in supporting table 10
Lateral surface cement mortar smears into inclined plane 13, equal jointing between inclined plane 13 and brick, between inclined plane 13 and top board；Then exist
Ceiling board post poured band protecting formwork 11 under full floor file in two supporting tables 10, under basement roof post-cast strip protecting formwork 11
Surface is provided with flitch 12；After main building binds, pour before the pouring after settlement that transfinites construction and poured after basement and basement roof
Band.
In the present embodiment, the supporting table 10 is formed for brick masonry, is close to brick outside and is used 1:2 cement mortar are smeared at 45 ° oblique
Angle, the lid plank sheathing above brick, boat nail wood a tree, used in making timber for boats under plank sheathing.Rubbish, rainwater etc. enter post-cast strip and ground when preventing construction on the ground
Lower room.
In the present embodiment, when main building agent structure 2, podium agent structure 1 are constructed, need to the pouring after settlement structure that transfinites
3 beam, slab muscle get rid of muscle process, and all plate muscle need to brush element slurry and be protected, and all beam steels need to package nut, and brush plain slurry
Protection.
In the present embodiment, it is the vestibule constructed simultaneously with main building agent structure 2 that main building described in step 2 extends out structure 5
Section, the length of the vestibule section is 1000mm~1500mm；It is while applying with podium agent structure 1 that the podium extends out structure 4
The vestibule section of work, the length of the vestibule section is 1000mm~1500mm.
Construction main building agent structure 2, podium agent structure 1, main building extends out structure 5 and podium extends out the concrete of structure 4
Step is.
Step a：Main building agent structure 2, podium agent structure 1, main building extend out structure 5 and podium extends out the mould of structure 4
Plate, support are set up；
Wherein, main building extends out the mould bases 7 of structure and is independently arranged, and with the full interim drawknot of hall frame 6 of main building agent structure；
Podium extends out the mould bases of structure and is independently arranged, and expires hall frame interim drawknot with annex agent structure.
Step b：Main building agent structure 2, podium agent structure 1, main building extend out structure 5 and podium extends out the steel of structure 4
Muscle construct, and do the pouring after settlement structure 3 that transfinites get rid of muscle process.
Step c：Main building agent structure 2, podium agent structure 1, main building extend out structure 5 and podium extends out the mixed of structure 4
Solidifying soil is poured.
Step d：Maintenance.
In the present embodiment, it is to extend out knot in main building agent structure 2 and main building muscle to be got rid of described in step b and processes concrete grammar
Pre- anchoring beam embedded ribs and plate embedded ribs in structure 5, and pre- anchoring beam is pre- in podium agent structure 1 and podium extend out structure 4
Bury muscle and plate embedded ribs；The plate embedded ribs extend out length that the end of structure 5 or podium extend out the end of structure 4 not beyond main building
Less than 500mm；The beam embedded ribs extend out the end of structure 5 beyond main building or podium extends out the length of the end of structure 4 and is not less than
1000mm。
In the present embodiment, the beam embedded ribs are connected with the beam steel at the two ends of pouring after settlement structure 3 of transfiniting；The plate is pre-
Bury the plate bar connecting of muscle and the two ends of pouring after settlement structure 3 of transfiniting.
In the present embodiment, after step 2 has been constructed, the full hall frame 6 of main building agent structure is removed with the full hall of annex agent structure
During frame, main building extends out the mould bases that the mould bases 7 of structure extends out structure with annex and does not remove.
In the present embodiment, in step 3 when support body 8 and beam, the template die plate of the pouring after settlement structure that transfinites is set up, transfinite
The two ends of the support body 8 of pouring after settlement structure extend out respectively the mould bases that the end of the mould bases 7 of structure, annex extend out structure with main building
End connection；Meet beam arch camber and the requirement that the ratio of beam span is 3/1000.
In the present embodiment, in step 4, when beam, plate reinforcement construction, the length that staggers of two neighboring plate splice is not little
In a jointing length, its jointing length is 1.3l（L is the longitudinal tensile reinforcing bar colligation lap of splice）；It is two neighboring
Not less than a jointing length, its jointing length is 35d to the length that staggers of beam steel joint（D is that beam steel is straight
Footpath）；In same jointing length, splice rate cannot be greater than 50%；Transfinite the slab at the two ends of pouring after settlement structure 3
Can overlap for colligation for colligation overlap joint between muscle and plate embedded ribs, or welded lap, wherein colligation overlap bonding pad
Segment length is 1.3l（L is the longitudinal tensile reinforcing bar colligation lap of splice）；The beam steel and beam at the pouring after settlement structure 3 that transfinites two ends
It is the connection of Ι levels screw shell between embedded ribs, its jointing length is 35d（D is beam steel diameter）, refer to 11G101-1.
Ι level screw shells have dividing for positive and negative silk, so adjacent two are got rid of muscle termination and must not be all positive silk or anti-silk, joist steel
Muscle termination need to first cover upper cap nut, and element slurry protection is then brushed again.Muscle is got rid of in the both sides of same slab muscle or beam steel, answers a length one
It is short, the anti-silk of a positive silk one.
In traditional construction, beam steel gets rid of muscle requirement and is：Beam upper reinforcement gets rid of muscle to beam span 1/3, and beam lower rebar is got rid of
Muscle is to beam span 1/4, and in the present embodiment, beam span reaches 15~23m, then beam top get rid of muscle length be at least 5~
7.6m, lower rebar is got rid of muscle length and is at least 3.75~5.75m, throws away so long reinforcing bar, and reinforcing bar can be under Gravitative Loads freely
End is sagging, and in the time of 10 months, reinforcing bar has become extremely difficult to adjustment because creep effects, and job site is long
It is abnormally dangerous that phase throws away such long reinforcing bar.
In the present embodiment, reinforcing bar both sides are all connected using Ι levels screw shell, and a positive and a negative, and this way is in theory
Can be attached in any position, and beam steel is thrown away no less than 1000mm, and adjacent two cage bars stagger a company
Section length is connect, it is because that the position is the less position of beam stress, the effective defect for solving traditional construction of this way.
In the present embodiment, in step 5 before the concrete of pouring after settlement structure 3 that transfinites is poured, cut main building and extend out knot
Structure 5, podium extends out the laitance of structure 4 and the joint part of pouring after settlement structure 3 that transfinites, and is rinsed well with water；Pouring coagulation
During soil, vibrating head is inserted pull out slowly soon, and vibrating head operating radius is 300mm, and each displacement is less than or equal to 1.5R（R is referred to
The operating radius of vibrating head, i.e. 300mm）, i.e., less than or equal to 450mm.
Content described in this specification embodiment is only enumerating for the way of realization to utility model design, and this practicality is new
The protection domain of type is not construed as being only limitted to the concrete form that embodiment is stated, protection domain of the present utility model is covered
Those skilled in the art according to this utility model design it is conceivable that equivalent technologies mean.
Claims (8)
1. a kind of pouring after settlement structural system, including main building agent structure of transfiniting on the ground（2）, podium agent structure（1）With it is super
Limit pouring after settlement structure（3）, it is characterised in that：The main building agent structure（2）Side is connected with main building and extends out structure（5）；
The podium agent structure（1）Side is connected with podium and extends out structure（4）；
The pouring after settlement structure that transfinites（3）It is connected to main building and extends out structure（5）Structure is extended out with podium（4）Between, width
For 13m~21m.
2. transfinite pouring after settlement structural system for ground according to claim 1, it is characterised in that：The main building extends out knot
Structure（5）Width be 1000 mm~1500mm；The podium extends out structure（4）Width be 1000 mm~1500mm.
3. transfinite pouring after settlement structural system for ground according to claim 1, it is characterised in that：The podium extends out knot
Structure（4）It is and podium agent structure（1）The vestibule section for pouring simultaneously；The main building extends out structure（5）It is and main building agent structure
（2）The vestibule section for pouring simultaneously；The pouring after settlement structure that transfinites（3）Podium is connected to for two ends extend out structure（4）
Structure is extended out with main building（5）On after-pouring vestibule section.
4. transfinite pouring after settlement structural system for ground according to claim 1, it is characterised in that：The main building extends out knot
Structure（5）With the pouring after settlement structure that transfinites（3）Between pass through pre-buried dowel one（15）Connection；The podium extends out structure（4）
With the pouring after settlement structure that transfinites（3）Between pass through pre-buried dowel two（16）Connection.
5. transfinite pouring after settlement structural system for ground according to claim 4, it is characterised in that：The pre-buried dowel
One（15）Including the pre-buried dowel one of beam（151）With the pre-buried dowel one of plate（152）；The pre-buried dowel one of the beam（151）'s
One end is located at main building agent structure（2）In, and hook solid is curved, the pre-buried dowel one of beam（151）The other end exceed main building
Extend out structure（5）Outside end and the pouring after settlement structure that transfinites（3）Beam steel connection；The pre-buried dowel one of the plate（152）
One end be located at main building agent structure（2）In, and with main building agent structure（2）Plate bar connecting, the pre-buried dowel one of plate
（152）The other end extend out structure beyond main building（5）Outside end and the pouring after settlement structure that transfinites（3）Plate bar connecting.
6. transfinite pouring after settlement structural system for ground according to claim 5, it is characterised in that：The pre-buried connection of the beam
Muscle one（151）Structure is extended out beyond main building（5）The length of end is not less than 1000mm；The pre-buried dowel one of the plate（152）It is super
Go out main building and extend out structure（5）The length of end is not less than 500mm.
7. transfinite pouring after settlement structural system for ground according to claim 4, it is characterised in that：The pre-buried dowel
Two（16）Including the pre-buried dowel two of beam（161）With the pre-buried dowel two of plate（162）；The pre-buried dowel two of the beam（161）'s
One end is located at podium agent structure（1）In, and hook solid is curved, the pre-buried dowel two of beam（161）The other end exceed podium
Extend out structure（4）End and the pouring after settlement structure that transfinites（3）Beam steel connection；The pre-buried dowel two of the plate（162）'s
One end is located at podium agent structure（1）In, and with podium agent structure（1）Plate bar connecting, the pre-buried dowel two of plate（162）
The other end extend out structure beyond podium（4）End and the pouring after settlement structure that transfinites（3）Plate bar connecting.
8. transfinite pouring after settlement structural system for ground according to claim 7, it is characterised in that：The pre-buried connection of the beam
Muscle two（161）Structure is extended out beyond podium（4）The length of end is not less than 1000mm；The pre-buried dowel two of the plate（162）It is super
Go out podium and extend out structure（4）The length of end is not less than 500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621088258.2U CN206174148U (en) | 2016-09-29 | 2016-09-29 | It subsides post -cast strip structure system to transfinite on ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621088258.2U CN206174148U (en) | 2016-09-29 | 2016-09-29 | It subsides post -cast strip structure system to transfinite on ground |
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| Publication Number | Publication Date |
|---|---|
| CN206174148U true CN206174148U (en) | 2017-05-17 |
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ID=58678140
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621088258.2U Expired - Fee Related CN206174148U (en) | 2016-09-29 | 2016-09-29 | It subsides post -cast strip structure system to transfinite on ground |
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| CN (1) | CN206174148U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113137062A (en) * | 2021-05-10 | 2021-07-20 | 山西四建集团有限公司 | High-rise residential expansion type reinforcing belt construction method for replacing post-cast strip |
| CN115012537A (en) * | 2022-06-30 | 2022-09-06 | 中国建筑一局(集团)有限公司 | Construction method of settlement-spanning post-cast strip of stiffened steel transfer beam |
-
2016
- 2016-09-29 CN CN201621088258.2U patent/CN206174148U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113137062A (en) * | 2021-05-10 | 2021-07-20 | 山西四建集团有限公司 | High-rise residential expansion type reinforcing belt construction method for replacing post-cast strip |
| CN115012537A (en) * | 2022-06-30 | 2022-09-06 | 中国建筑一局(集团)有限公司 | Construction method of settlement-spanning post-cast strip of stiffened steel transfer beam |
| CN115012537B (en) * | 2022-06-30 | 2023-02-03 | 中国建筑一局(集团)有限公司 | Construction method of settlement-spanning post-cast strip of stiffened steel transfer beam |
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Granted publication date: 20170517 |