CN103835522A - Short wall bracing energy-dissipation and seismic-mitigation reinforcing structure and construction technology - Google Patents
Short wall bracing energy-dissipation and seismic-mitigation reinforcing structure and construction technology Download PDFInfo
- Publication number
- CN103835522A CN103835522A CN201410072375.9A CN201410072375A CN103835522A CN 103835522 A CN103835522 A CN 103835522A CN 201410072375 A CN201410072375 A CN 201410072375A CN 103835522 A CN103835522 A CN 103835522A
- Authority
- CN
- China
- Prior art keywords
- damper
- short wall
- steel
- concrete
- construction
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 52
- 238000005516 engineering process Methods 0.000 title claims abstract description 22
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 22
- 230000021715 photosynthesis, light harvesting Effects 0.000 title abstract 7
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 50
- 239000010959 steel Substances 0.000 claims abstract description 50
- 239000004567 concrete Substances 0.000 claims abstract description 42
- 238000000034 method Methods 0.000 claims abstract description 19
- 239000011440 grout Substances 0.000 claims abstract description 5
- 229910001209 Low-carbon steel Inorganic materials 0.000 claims description 29
- 238000013016 damping Methods 0.000 claims description 18
- 238000003466 welding Methods 0.000 claims description 16
- 238000005265 energy consumption Methods 0.000 claims description 15
- 230000002787 reinforcement Effects 0.000 claims description 13
- 238000012423 maintenance Methods 0.000 claims description 7
- 239000003292 glue Substances 0.000 claims description 6
- 230000000694 effects Effects 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 4
- 229910052799 carbon Inorganic materials 0.000 claims description 4
- 238000005520 cutting process Methods 0.000 claims description 4
- 239000004744 fabric Substances 0.000 claims description 4
- 239000002002 slurry Substances 0.000 claims description 4
- 239000002344 surface layer Substances 0.000 claims description 4
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 3
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 3
- 244000025254 Cannabis sativa Species 0.000 claims description 3
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 claims description 3
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 claims description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 239000011425 bamboo Substances 0.000 claims description 3
- 235000009120 camo Nutrition 0.000 claims description 3
- 235000005607 chanvre indien Nutrition 0.000 claims description 3
- 238000005429 filling process Methods 0.000 claims description 3
- 238000009408 flooring Methods 0.000 claims description 3
- 230000004927 fusion Effects 0.000 claims description 3
- 239000011487 hemp Substances 0.000 claims description 3
- 230000001771 impaired effect Effects 0.000 claims description 3
- 239000007943 implant Substances 0.000 claims description 3
- 230000002262 irrigation Effects 0.000 claims description 3
- 238000003973 irrigation Methods 0.000 claims description 3
- 210000003127 knee Anatomy 0.000 claims description 3
- 125000003003 spiro group Chemical group 0.000 claims description 3
- 239000000725 suspension Substances 0.000 claims description 3
- 244000082204 Phyllostachys viridis Species 0.000 claims 1
- 230000008901 benefit Effects 0.000 abstract description 5
- 230000008569 process Effects 0.000 abstract description 4
- 239000000203 mixture Substances 0.000 abstract description 3
- 238000004873 anchoring Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 239000000463 material Substances 0.000 description 7
- 239000003795 chemical substances by application Substances 0.000 description 6
- 238000013461 design Methods 0.000 description 5
- 238000007689 inspection Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000002156 mixing Methods 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 3
- 241001330002 Bambuseae Species 0.000 description 2
- 239000004918 carbon fiber reinforced polymer Substances 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000001514 detection method Methods 0.000 description 2
- 238000012407 engineering method Methods 0.000 description 2
- 239000011268 mixed slurry Substances 0.000 description 2
- 230000004044 response Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000013019 agitation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000009970 fire resistant effect Effects 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000002932 luster Substances 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 229920006255 plastic film Polymers 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000010902 straw Substances 0.000 description 1
Images
Landscapes
- Working Measures On Existing Buildindgs (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a short wall bracing energy-dissipation and seismic-mitigation reinforcing structure. The short wall bracing energy-dissipation and seismic-mitigation reinforcing structure comprises a soft steel damper, wherein the soft steel damper is arranged between a structural beam and a steel concrete short wall; the soft steel damper and the structural beam are fixed by using high-strength oppositely perforated bolts in a steel bar embedded type anchoring mode, so that a side plate of the damper is fixed; and a bottom plate of the soft steel damper is connected with a steel concrete short wall embedded bolt. The invention also discloses a construction method for the short wall bracing energy-dissipation and seismic-mitigation reinforcing structure. By using the short wall bracing energy-dissipation and seismic-mitigation reinforcing structure, the total manufacturing cost can be reduced. The short wall bracing energy-dissipation and seismic-mitigation reinforcing structure has the advantages that the construction period is flexible, the project amount is small, the technology is reasonable, the safety and the reliability are high, and the using space of a building is not affected. The construction method for the short wall bracing energy-dissipation and seismic-mitigation reinforcing structure has a simple process and is easy to operate; the characteristics that the grout mixture of fine aggregate concrete is quickly solidified, has high early strength and is high in mobility are sufficiently utilized; the construction period can be shortened; and the economic benefit is improved.
Description
Technical field
The present invention relates to short wall support energy consumption damping ruggedized construction and construction technology.
Background technology
In prior art, conventionally adopt the seismic hardening technology that adds the rigidity of macrostructure own, as Enlargement of Section, additional steel reinforcing method, reinforcement by sticking of sheets, sticky CFRP Sheet Strengthening Method, mesh reinforced cement mortar method, reinforcing bar board wall reinforcing method, its engineering quantity is large, complicated construction technique, and cost is higher.
Summary of the invention
Technical problem to be solved by this invention is just to provide a kind of short wall support energy consumption damping ruggedized construction and construction technology, and engineering quantity is little, easy construction, fall cost, safe and reliable.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: short wall support energy consumption damping ruggedized construction, mild steel damper is arranged between structural beams and the short wall of steel concrete, the fixing use of mild steel damper and structural beams is high-strength adopts bar planting formula anchorage style to carry out the fixing of damper side plate to wearing bolt, and damper base plate pre-embedded bolt is connected with the short wall of steel concrete.
Short wall support energy consumption damping ruggedized construction construction method, comprises the steps:
Step 1, measures unwrapping wire;
Step 4, the short wall reinforcing steel implant of steel concrete;
Step 5, installs mild steel damper;
Step 6, the short wall form of steel concrete is installed;
Step 7, the grouting of short wall note;
Step 8, short wall form is removed maintenance.
Preferably, the concrete technology of installation mild steel damper is:
1) on request the position that damper is installed is positioned, hole on beam according to position, damper side plate bolt hole,, adopt M12 high-strength to wearing bolt, and adopt bar planting formula anchorage style to carry out the fixing of damper side plate according to spiro keyhole position, before construction, should adopt structure glue completely to stand on side plate;
2) utilization activity door-type scaffold door-type scaffold is set up an operation platform parallel with the short wall knee wall of damper top, and operation platform is that set up both sides;
3) be fixed for hanging the otic placode of jack suspension hook with expansion bolt in floor subdrilling hole, upper strata, jack is suspended on otic placode, pull more than damper is promoted to the short wall of damper top by jack, between the operation platform of both sides, place steel bridging piece, then on damper, fasten the rope made of hemp, with artificial promotion damper, pull damper at the other end with lineup, until damper is pushed under beam, left and right and front and back are all arranged the jack of rear dismounting damper lifting use in place between two parties, with jack by damper jack-up and upper side panel close contact, then spot welding is by damper fixation, start welding,
4) when damper welds, answer two ends to carry out simultaneously, and block mild steel steel plate in damper as baffle plate with slim little steel plate, while avoiding welding, cause the mild steel steel plate of damper impaired, when welding, adopt intermittent weld layering welding, often disconnected fusion length is controlled at 100 ㎜, and does not weld at steel plate middle part indwelling 150 ㎜, top is welded and fixed with side plate, below on damper base plate by explanation specification package bolt, pre-buried enter within the walls short, being convenient to after maintenance.
Preferably, the grouting of short wall note adopts " deadweight method " to pour into, Ying Congyi lateral irrigation enters or adjacent both sides multiple spot blanking, until opposite side overflows, after grouting starts, carry out continuously uninterrupted, in filling process, pull water conservancy diversion with bamboo lath etc., and adopt hammer to knock gently in template outside, and promote that slurry falls and Bas Discharged within the walls, guarantee the compactness of grout blanket.
This short wall support energy consumption damping ruggedized construction, is to utilize at the suitable position of structure mild steel damper is installed, and adopts the short wall of steel concrete as the novel system supporting.This technology is than adopting viscous damper steel bracing reinforcement system to have more unique superiority, compared with existing traditional seismic hardening technology that adds the rigidity of macrostructure own (Enlargement of Section, additional steel reinforcing method, reinforcement by sticking of sheets, sticky CFRP Sheet Strengthening Method, mesh reinforced cement mortar method, reinforcing bar board wall reinforcing method), adopt short wall support energy consumption damping ruggedized construction can reduce by 20%～30% total cost, but also possess that the duration is flexible, engineering quantity is little, technology is reasonable, safe and reliable, do not affect the advantages such as the usage space of building, this is that conventional method cannot realize.
This short wall support energy consumption damping ruggedized construction construction method is compared with existing traditional seismic hardening technology and buckling-restrained brace system, utilize the short wall of concrete as support system, need not reinforce beam, post node Baogang cover, than steel support system saving construction cost approximately 50% left and right, and the short wall support of concrete takes up room little, therefore has more economy, practicality than steel support system.
It is simple that this engineering method construction has technique, easy operating, make full use of pea gravel concreten grout mix fast hard, early strong, without shrinking, the feature of good fluidity, can shorten the construction period, promote economic benefit.
This engineering method can keep under the constant prerequisite of original building appearance, realizes improving shock resistance and improving using function, and simple structure, damping effect are reliable.If damper has damaged in earthquake, as long as earthquake is later the damper more renewing so, structure just again possessed with earthquake before suitable shock resistance, recoverability is high.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the invention will be further described:
Fig. 1 is front view of the present invention.
In figure, 1: mild steel damper; 101: damper side plate; 2: structural beams; 3: the short wall of steel concrete; 4: Reinforced Concrete Structure post.
The specific embodiment
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is elaborated.
As shown in Figure 1, short wall support energy consumption damping ruggedized construction, comprise mild steel damper, described mild steel damper is arranged between structural beams and the short wall of steel concrete, the fixing use of described mild steel damper and structural beams is high-strength adopts bar planting formula anchorage style to carry out the fixing of damper side plate to wearing bolt, and described mild steel damper base plate is connected with the short wall pre-embedded bolt of steel concrete.
Short wall support energy consumption damping ruggedized construction construction method, comprises the steps:
Step 1, measures unwrapping wire;
Step 4, the short wall reinforcing steel implant of steel concrete;
Step 5, installs mild steel damper;
Step 6, the short wall form of steel concrete is installed;
Step 7, the grouting of short wall note;
Step 8, short wall form is removed maintenance.
Wherein, step 1 concrete technology is: according to construction drawing, unwrapping wire is measured in the position of needs constructions, and carry out mark with red paint.And snap the line is carried out in short wall Construction of Supporting position.Short wall support size should be constructed according to designing requirement, is generally 0.24m wide, and 2m is long.
1), according to designing requirement, the local beam to short wall support system construction part, plate carry out steel bonding or carbon cloth reinforcing.When construction, should meet steel-bonded reinforcement or the requirement of carbon fiber reinforcement related specifications;
2) to shaking rear local damage defects of concrete structure, can adopt chemical grouting method to carry out reinforcement and strengthening.Before construction, should reject loose concrete and make it expose reinforcing bar, repairing area edge is cut into perpendicular shape, before grouting, should remove all rubbles, dust or other foreign material, and carrying out chemical grouting behind moistening substrate concrete surface.
1) according to measuring unwrapping wire result, to building () the short wall Construction of Supporting of face place carries out cutting of concrete surface layer, bottom need be cut a hole to grade beam stirrup face, floor need be cut a hole to Vierendeel girder stirrup face;
2) Nodes of installing mild steel damper side plate is installed, cuts floated coat, and polishes with portable sanding machine.
Step 4 concrete technology is:
1) according to the requirement of short wall design reinforcement, on bar planting face, delimit and need effective reinforcement position, and according to the selected drill bit of the requirement of bar diameter, anchorage depth and plant equipment;
2) reach after drilling depth by sequence of construction electric hammer pore-forming, adopt blower fan to add conduit mode and stretch into and in hole, carry out hole clearly, and please aperture, hole depth be carried out an acceptance inspection management, qualified hole is blocked with stopper etc. afterwards, makes temporary enclosed, prevents that foreign matter from falling in hole;
3) Length of Reinforcement Before Being Incised should or be received a way reasonable computation according to damper height He Qiang, the physical dimension of beam and the type of attachment of steel bar end.Should process corrosion of steel bar part, with sand papering rust cleaning, till exposing metallic luster.Anchoring adhesive adopts according to design model, and strict by specification ratio joins glue, stirs, and finishes using within the 45min time;
4) bar planting glue is injected in the hole of having bored, once complete, and the reinforcing bar of handling well is inserted in the hole.While putting into, slowly rotate reinforcing bar, make hole and reinforcing bar comprehensively bonding, and with hole excessive go out glue be advisable;
5) carry out at normal temperatures natural curing, between curing time, should not be disturbed.
The concrete technology that step 5 is installed mild steel damper is:
1) on request the position that damper is installed is positioned, hole on beam according to position, damper side plate bolt hole,, adopt M12 high-strength to wearing bolt, and adopt bar planting formula anchorage style to carry out the fixing of damper side plate according to spiro keyhole position, before construction, should adopt structure glue completely to stand on side plate;
2) utilization activity door-type scaffold door-type scaffold is set up an operation platform parallel with the short wall knee wall of damper top, and operation platform is that set up both sides;
3) be fixed for hanging the otic placode of jack suspension hook with expansion bolt in floor subdrilling hole, upper strata, jack is suspended on otic placode, pull more than damper is promoted to the short wall of damper top by jack, between the operation platform of both sides, place steel bridging piece, then on damper, fasten the rope made of hemp, with artificial promotion damper, pull damper at the other end with lineup, until damper is pushed under beam, left and right and front and back are all arranged the jack of rear dismounting damper lifting use in place between two parties, with jack by damper jack-up and upper side panel close contact, then spot welding is by damper fixation, start welding,
4) when damper welds, answer two ends to carry out simultaneously, and block mild steel steel plate in damper as baffle plate with slim little steel plate, while avoiding welding, cause the mild steel steel plate of damper impaired, when welding, adopt intermittent weld layering welding, often disconnected fusion length is controlled at 100 ㎜, and does not weld at steel plate middle part indwelling 150 ㎜, top is welded and fixed with side plate, below on damper base plate by explanation specification package bolt, pre-buried enter within the walls short, being convenient to after maintenance.
Damper, after welding, adopts colorize method to carry out weld seam detection, after weld seam detection is qualified, carries out fire resistant coating construction according to the requirement of design fire-protection rating and relevant fire protection requirement.
Step 6 concrete technology is:
Short wall reinforcing bar carries out colligation according to design specifications, spacing.After colligation completes, after self check, mutual inspection, report management to check and accept, carry out template installation after acceptance(check), template installation quality should meet related specifications.
Step 7 concrete technology is:
1), before grouting, short wall absolute altitude, axis meet by inspection after design specifications requires and can construct, and remove foreign material in short wall base plate.The 24h abundant moistening substrate concrete surface of watering before grouting, adopts stock bundle sponge that ponding is blotted if any ponding 1h before perfusion;
2) grouting material should adopt mechanical agitation mode, strictly according to grouting agent parameter control match ratio and mixing time.After grouting material stirs, then mix 30% pea gravel concreten formation pea gravel concreten mixed slurry, but pea gravel concreten maximum size of coarse aggregate must not be greater than 12.5mm;
3) utilize the feature of mixed slurry good fluidity, adopt " deadweight method " to pour into, should enter or adjacent both sides multiple spot blanking from a lateral irrigation, until opposite side overflows.After grouting starts, must carry out continuously, can not be interrupted, and should shorten as far as possible grouting time.In filling process, should not vibrate, available bamboo lath etc. pull water conservancy diversion, and adopt hammer to knock gently in template outside, promote that slurry falls and Bas Discharged within the walls, guarantee the compactness of grout blanket;
4) grouting in as there is running pulp phenomenon, should process in time;
5) slurry of mixing after initial set, do not allow continue use, do not allow secondary to add water yet after again continue use;
6) after grouting, exposed part should spray curing agent or covered with plastic film in time, adds a cover wet straw bag and keeps moistening.While adopting plastic sheeting to cover, exposed surface should cover tightly, keeps there is condensate water in plastic sheeting.
Step 8 concrete technology is:
It is dismountable that short wall form reaches prescribed strength rear at grouting material, should keep short wall in moisture state after dismounting, and curing time must not be less than 7d, or carry out maintenance at short wall external coating curing agent, and prevent that shrinkage crack from appearring in grouting material.
The principle of short wall support energy consumption damping reinforcement system is that thinking is reinforced in the damping of a kind of " soft middle band steel ".At the bottom of structural beams, suitable position is arranged mild steel damper, damper is installed with high-strength and is carried out damper side plate and fix wearing bolt employing bar planting formula anchorage style, utilize activity gate-type scaffold building operation platform, coordinate to install after mild steel damper puts in place in conjunction with jack and weld, and be connected with the short wall of steel concrete at damper base plate pre-embedded bolt, be convenient to damper and in earthquake, damage rear Replacement and Repair.The short wall of anti-buckling steel bar concrete support take full advantage of pea gravel concreten mixings grouting material fast hard, early strong, without the feature of contraction, good fluidity, accelerating construction progress.When earthquake occurs, this system provides additional damping to dissipate or to absorb the energy in earthquake input structure by local distortion, reduces agent structure earthquake response.When geological process, be embodied in: in the time of little shake, mild steel damper, in elastic stage, provides rigidity to structure, structural system has enough anti-lateral rigidities; In, when action of strong earthquake, along with the increase of structure lateral displacement, first mild steel damper and short wall support system enter nonelastic deformation state, produce larger resistance, the seismic energy of the input structure that dissipates in a large number rapidly attenuating structure earthquake response; The major part of extremely strong seismic energy is dissipated by damper and short wall support system but not dissipates by the plastic strain of agent structure, thereby makes agent structure avoid entering obvious inelastic state and go to pot.
Claims (4)
1. short wall support energy consumption damping ruggedized construction, it is characterized in that: comprise mild steel damper, described mild steel damper is arranged between structural beams and the short wall of steel concrete, the fixing use of described mild steel damper and structural beams is high-strength adopts bar planting formula anchorage style to carry out the fixing of damper side plate to wearing bolt, and described mild steel damper base plate is connected with the short wall pre-embedded bolt of steel concrete.
2. short wall support energy consumption damping ruggedized construction construction method, is characterized in that comprising the steps:
Step 1, measures unwrapping wire;
Step 2, local reinforcement is reinforced, and the construction part of structural beams is carried out to steel bonding or carbon cloth reinforcing;
Step 3, floor concrete cuts, and to the short wall Construction of Supporting of flooring, place carries out cutting of concrete surface layer;
Step 4, the short wall reinforcing steel implant of steel concrete;
Step 5, installs mild steel damper;
Step 6, the short wall form of steel concrete is installed;
Step 7, the grouting of short wall note;
Step 8, short wall form is removed maintenance.
3. short wall support energy consumption damping ruggedized construction construction method according to claim 2, is characterized in that: the concrete technology that mild steel damper is installed is:
1) on request the position that damper is installed is positioned, hole on beam according to position, damper side plate bolt hole,, adopt M12 high-strength to wearing bolt, and adopt bar planting formula anchorage style to carry out the fixing of damper side plate according to spiro keyhole position, before construction, should adopt structure glue completely to stand on side plate;
2) utilization activity door-type scaffold door-type scaffold is set up an operation platform parallel with the short wall knee wall of damper top, and operation platform is that set up both sides;
3) be fixed for hanging the otic placode of jack suspension hook with expansion bolt in floor subdrilling hole, upper strata, jack is suspended on otic placode, pull more than damper is promoted to the short wall of damper top by jack, between the operation platform of both sides, place steel bridging piece, then on damper, fasten the rope made of hemp, with artificial promotion damper, pull damper at the other end with lineup, until damper is pushed under beam, left and right and front and back are all arranged the jack of rear dismounting damper lifting use in place between two parties, with jack by damper jack-up and upper side panel close contact, then spot welding is by damper fixation, start welding,
4) when damper welds, answer two ends to carry out simultaneously, and block mild steel steel plate in damper as baffle plate with slim little steel plate, while avoiding welding, cause the mild steel steel plate of damper impaired, when welding, adopt intermittent weld layering welding, often disconnected fusion length is controlled at 100 ㎜, and does not weld at steel plate middle part indwelling 150 ㎜, top is welded and fixed with side plate, below on damper base plate by explanation specification package bolt, pre-buried enter within the walls short, being convenient to after maintenance.
4. short wall support energy consumption damping ruggedized construction construction method according to claim 3, it is characterized in that: the grouting of short wall note adopts " deadweight method " to pour into, Ying Congyi lateral irrigation enters or adjacent both sides multiple spot blanking, until opposite side overflows, after grouting starts, carry out continuously uninterrupted, in filling process, pull water conservancy diversion with bamboo lath etc., and adopt hammer to knock gently in template outside, and promote that slurry falls and Bas Discharged within the walls, guarantee the compactness of grout blanket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410072375.9A CN103835522B (en) | 2014-02-28 | 2014-02-28 | Short wall support energy consumption damping reinforcement structure and construction technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410072375.9A CN103835522B (en) | 2014-02-28 | 2014-02-28 | Short wall support energy consumption damping reinforcement structure and construction technology |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103835522A true CN103835522A (en) | 2014-06-04 |
| CN103835522B CN103835522B (en) | 2015-12-09 |
Family
ID=50799382
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410072375.9A Active CN103835522B (en) | 2014-02-28 | 2014-02-28 | Short wall support energy consumption damping reinforcement structure and construction technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103835522B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760014A (en) * | 2016-12-22 | 2017-05-31 | 浙江建科减震科技有限公司 | A kind of board-like adjustable damper embedded part of full assembled and installation method |
| CN114562128A (en) * | 2022-03-31 | 2022-05-31 | 中铁城建集团第一工程有限公司 | Steel structure plant maintenance plate reinforcing structure and using method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004019157A (en) * | 2002-06-13 | 2004-01-22 | Fujita Corp | Seismic response control construction of reinforced concrete construction structure |
| CN1594908A (en) * | 2004-06-30 | 2005-03-16 | 大连理工大学 | Double-X type flexible steel damper |
| JP2005090125A (en) * | 2003-09-18 | 2005-04-07 | Toda Constr Co Ltd | Construction method of damping column |
| JP2006132150A (en) * | 2004-11-04 | 2006-05-25 | Taisei Corp | Seismic response control column and its construction method |
| CN101131005A (en) * | 2007-07-17 | 2008-02-27 | 大连理工大学 | Metal yield and friction damper associated shock-absorbing control method |
| CN102635176A (en) * | 2012-05-10 | 2012-08-15 | 南京工业大学 | Shearing and bending combined type staged yield mild steel damper |
-
2014
- 2014-02-28 CN CN201410072375.9A patent/CN103835522B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004019157A (en) * | 2002-06-13 | 2004-01-22 | Fujita Corp | Seismic response control construction of reinforced concrete construction structure |
| JP2005090125A (en) * | 2003-09-18 | 2005-04-07 | Toda Constr Co Ltd | Construction method of damping column |
| CN1594908A (en) * | 2004-06-30 | 2005-03-16 | 大连理工大学 | Double-X type flexible steel damper |
| JP2006132150A (en) * | 2004-11-04 | 2006-05-25 | Taisei Corp | Seismic response control column and its construction method |
| CN101131005A (en) * | 2007-07-17 | 2008-02-27 | 大连理工大学 | Metal yield and friction damper associated shock-absorbing control method |
| CN102635176A (en) * | 2012-05-10 | 2012-08-15 | 南京工业大学 | Shearing and bending combined type staged yield mild steel damper |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760014A (en) * | 2016-12-22 | 2017-05-31 | 浙江建科减震科技有限公司 | A kind of board-like adjustable damper embedded part of full assembled and installation method |
| CN114562128A (en) * | 2022-03-31 | 2022-05-31 | 中铁城建集团第一工程有限公司 | Steel structure plant maintenance plate reinforcing structure and using method thereof |
| CN114562128B (en) * | 2022-03-31 | 2024-03-26 | 中铁城建集团第一工程有限公司 | steel structure factory building maintenance plate reinforcing structure and use method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103835522B (en) | 2015-12-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101122132B (en) | Demountable composite material face plate brad supporting system and its construction method | |
| CN109611102B (en) | Construction method for cold excavation underpass overpass | |
| CN110617084B (en) | Method for reinforcing tunnel by spraying steel fiber concrete on tunnel net | |
| CN106801517B (en) | External reinforcing and reinforcing method for school shed with prefabricated porous plate brick mixed structure | |
| CN103498425B (en) | One completely knocks down multifunctional assembled bearing bracket structure and construction method thereof | |
| CN104594387A (en) | Improved post-pouring strip advanced water-stopping construction method | |
| CN106401069A (en) | Damage repairing assembly type combined column with self-reset function | |
| CN204983662U (en) | To drawing screw rod and steel pipe framed bent combination unilateral formwork device | |
| CN109648696B (en) | Steel bar connected side slope prefabricated lattice beam and manufacturing method and construction method thereof | |
| CN105442629B (en) | A kind of large scale equipment T stage vibration isolation mounts construction | |
| CN209585294U (en) | A kind of tower crane attachment pre-embedded device based on aluminum dipping form construction | |
| CN101368447B (en) | Old wall renovation and construction method | |
| CN106930550A (en) | A kind of carbon fiber mesh reinforcement means | |
| CN111997066A (en) | Manufacturing and construction method of assembled prestressed anchor cable frame beam for slope reinforcement | |
| CN107524158B (en) | Vibration isolation foundation structure for precision equipment and construction process | |
| CN106639196A (en) | Construction method for cast-in-place slab staircase with the lower end provided with steel plate sliding support | |
| CN107905609A (en) | Underground people's air defense construction method | |
| CN103835522B (en) | Short wall support energy consumption damping reinforcement structure and construction technology | |
| CN214245757U (en) | Side slope supporting construction based on cement blanket | |
| CN205822823U (en) | A kind of Hollow Block Masonry Structure Anti-seismic ruggedized construction | |
| CN210828439U (en) | Concrete overhead layer reinforced structure before expiration of building | |
| CN104675138B (en) | A kind of slab balcony reinforcement means for sound insulation and noise reducing transformation | |
| CN107237330A (en) | A kind of reinforced concrete inner support beam construction method without bed die | |
| CN209053119U (en) | A kind of combined earthquake-resistant cantilever retaining wall | |
| CN205742125U (en) | A kind of work platform for boring |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: No. 55, Wu Ning Xi Road, Dongyang City, Jinhua, Zhejiang Patentee after: HAITIAN CONSTRUCTION GROUP Co.,Ltd. Address before: No. 55, Wu Ning Xi Road, Dongyang City, Jinhua, Zhejiang Patentee before: ZHEJIANG HAITIAN CONSTRUCTION GROUP Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Short wall support energy dissipation and seismic reduction reinforcement structure and construction technology Granted publication date: 20151209 Pledgee: Dongyang Branch of China Construction Bank Co.,Ltd. Pledgor: HAITIAN CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2024980019617 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |