CN103603358B - A kind of multi-platform building enclosure and constructional method - Google Patents
A kind of multi-platform building enclosure and constructional method Download PDFInfo
- Publication number
- CN103603358B CN103603358B CN201310473798.7A CN201310473798A CN103603358B CN 103603358 B CN103603358 B CN 103603358B CN 201310473798 A CN201310473798 A CN 201310473798A CN 103603358 B CN103603358 B CN 103603358B
- Authority
- CN
- China
- Prior art keywords
- drawknot
- enclosure device
- stake
- guard
- internal layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A kind of multi-platform building enclosure, go along with sb. to guard him and cheat in surrounding soil at base, comprise outer enclosure device, at least one internal layer enclosure device and drawknot device between the two, wherein, internal layer enclosure device is low, is positioned at base hole inner ring, described outer enclosure device height, it is positioned at base hole outer shroud, forms the ladder shape on outer high interior ground; Described outer enclosure device is double-deck, and described interior enclosure device is individual layer. The present invention is by arranging multilayer enclosure device, outer enclosure device is formed inner support by internal layer enclosure device while to bracing of foundation pit, the support avoided in base hole is arranged, improve the security of foundation pit construction, avoid the impact that superstructure is constructed by pattern foundation pit supporting structure, achieve many things at one stroke, for the supporting of ultra-deep foundation pit provides a kind of reliable and effective supporting construction and constructional method thereof, the supporting of large deep foundation pit particularly ultra-deep foundation pit can be widely used in.
Description
Technical field
The present invention relates to the foundation pit enclosure structure in a kind of building structure geotechnical engineering and constructional method thereof, particularly a kind of foundation pit enclosure structure without inner support and constructional method thereof.
Background technology
Along with the development of building construction technology, how the application of ultra-deep foundation pit more and more extensive, rationally effectively carry out supporting to ultra-deep foundation pit, be the technological core in foundation pit construction. At present, the supporting mode of deep basal pit is generally the form that fender post adds internal support of foundation pit and adds anchor pole, this kind of support form security height, but causes place in base hole often narrower and small, due to the serious problem affecting main structure construction of existence of internal support of foundation pit, slow down construction speed; In addition, Ji Keng is more dark, the situation of its surrounding soil is more complicated, some reinforcings that cannot carry out lateral stability by beating the mode of anchor pole often occur, also have, along with the increase of foundation depth, underground water pressure is more big, waterproof in base hole, deep pit monitor, environmental influence being played decisive role, only adds the building enclosure stagnant water effect of anchor pole by fender post poor, rigidity is little, and be easy to surrounding enviroment be impacted, it is not suitable for construction environment requiring, upper zone such as periphery has the pattern foundation pit supporting structure of subway, road, buildings etc.
Summary of the invention
It is an object of the invention to provide a kind of multi-platform without inner support self waterproofing foundation pit enclosure structure and constructional method thereof, ultra-deep foundation pit supporting safety, waterproof and support form will be solved as far as possible for superstructure construction provides technical problem easily.
For achieving the above object, the present invention adopts following technical scheme:
A kind of multi-platform building enclosure, go along with sb. to guard him and cheat in surrounding soil at base, comprise outer enclosure device, at least one internal layer enclosure device and drawknot device between the two, wherein, internal layer enclosure device is low, is positioned at base hole inner ring, described outer enclosure device height, it is positioned at base hole outer shroud, forms high outside and low outside ladder shape;
Described outer enclosure device comprise be arranged on front-seat continuous print height fender member, be arranged on after arrange interrupted anti-side height stake and the coupling beam being arranged between both tops, described high fender member is provided with the cap beam vertical with coupling beam with anti-side height stake top;
Described internal layer enclosure device is the low wall of underground diaphragm wall or goes along with sb. to guard him low stake and water-seal pile wall that the occlusion of water-seal pile B interval is formed, described in go along with sb. to guard him low stake and water-seal pile B end face by cap beam drawknot;
Described drawknot device is by the built-in fitting that is embedded in high fender member and internal layer enclosure device and above-mentioned forms rigid connection node between the two.
Also comprise and cheat the anchor pole A of the oblique setting of surrounding soil or/and from the anchor pole B of the oblique setting of the platform soil body between internal layer enclosure device outer layers enclosure device and internal layer enclosure device from outer enclosure device to base respectively.
Described high fender member is underground diaphragm wall high-wall or by the water-seal pile wall gone along with sb. to guard him high stake and interlock be engaged with water-seal pile A.
Described to go along with sb. to guard him high stake and go along with sb. to guard him low stake be piling bar or reinforced concrete pile, and described water-seal pile is plain concrete pile.
Described go along with sb. to guard him between high stake with anti-side height stake before and after corresponding setting, drawn as entirety by coupling beam between both tops.
The described diameter gone along with sb. to guard him high stake and go along with sb. to guard him low stake is 300mm��2500mm, both etc. footpath or the footpath such as not; The thickness of described underground diaphragm wall high-wall and the low wall of underground diaphragm wall is 200mm��2500mm, both uniform thickness or not uniform thickness; The height of described cap beam is going along with sb. to guard him high stake and going along with sb. to guard him 0.1��5 times of low stake diameter of its drawknot.
Described drawknot device is the beam plate drawknot device of drawknot beam or drawknot beam and the base plate composition being disposed on platform soil body end face; Described base plate is continuous or interval setting between drawknot beam, and described drawknot beam is girder steel, beams of concrete, reinforced beam or reinforced concrete truss, Steel Truss.
Described built-in fitting is L-type protruding bar, L-shaped bending reinforcing steel bar, bar planting or grooved bending reinforcing steel bar, and the main muscle of described grooved bending reinforcing steel bar and drawknot beam is by solder design, and the main muscle of described L-shaped bending reinforcing steel bar and drawknot beam is by telescopic joint.
The constructional method of described multi-platform building enclosure, step is as follows:
Step one, cheats in surrounding soil at base and constructs high fender member and arrange position of platform in plan and bury built-in fitting in advance, constructs cap beam at high fender member end face;
Step 2, deviating from interval, the direction construction anti-side height stake intending excavation pit, at anti-side height stake end face construction cap beam;
Step 3, coupling beam that the soil body between high fender member and anti-side height stake is constructed;
Step 4, excavation pit is constructed short fender member on the platform soil body formed to certain depth, at the reinforcing bar of short fender member end face colligation cap beam;
Step 5, the reinforcing bar of colligation drawknot device, and be reliably connected with the reinforcing bar of cap beam and the built-in fitting of high fender member;
Step 6, builds the concrete of drawknot device and the concrete of cap beam;
Step 7, repeating step four to six, until last platform soil body position in base hole.
The constructional method of described multi-platform building enclosure, between described step 3 and step 4, is cheating the anchor pole A of the oblique setting of surrounding soil from outer enclosure device to base; Or/and from internal layer enclosure device to the anchor pole B of oblique setting in the platform soil body; Or above-mentioned steps implements simultaneously.
Compared with prior art the present invention has following feature and useful effect:
First, by arranging outer enclosure device, at least one internal layer enclosure device and drawknot device between the two, form high outside and low outside multiple inner platforms, by ultra-deep foundation pit by the change of supporting construction, reduce its degree of depth, reduce the requirement to internal layer enclosure device strength and stiffness, described internal layer enclosure device is arranged in outer enclosure device simultaneously, be equivalent to provide an inner support to outer enclosure device, and then strengthen the degree of safety of outer enclosure device, simultaneously by drawknot device drawknot between outer enclosure device and internal layer enclosure device, enhance the globality of whole building enclosure, avoid arranging support in base is cheated simultaneously, the construction of superstructure is had no effect, accelerate the integral construction speed of building.
Moreover, outer enclosure device and internal layer enclosure device are the double enclosure device that fender post or underground diaphragm wall and anti-side stake are formed, and the front row of double-row pile is set to fender post and the form of water-seal pile occlusion, it is ensured that the rigidity of building enclosure and sealing.
Further, internal layer enclosure device is arranged on relatively position, deep, inside, base hole, reduces the peripheral difficulty of construction that the soil body is improper compared with position, deep soil property when beating anchor pole in base hole, accelerates the construction speed of foundation pit enclosure structure.
In addition, structure of the present invention and method, versatile and flexible, the stake wall that building enclosure can become for underground diaphragm wall or fender post and water-seal pile occlusion, can select flexibly according to field condition and arrange in actual engineering, and structure is simple, easy construction, being easy to implement, security height, the support form cancelling inner support for deep basal pit or ultra-deep foundation pit provides a kind of brand-new thinking.
The present invention can be widely used in going along with sb. to guard him and the construction of building enclosure of deep basal pit and ultra-deep foundation pit.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention will be further described in detail.
Fig. 1 is the embodiment of the present invention two structural representation.
Fig. 2 is the orthographic plan of Fig. 1.
Fig. 3 is the structural representation of the embodiment of the present invention three.
Fig. 4 is the vertical view of Fig. 3.
Fig. 5 is Fig. 1 and Fig. 3 interior joint A place detail drawing one.
Fig. 6 is Fig. 1 and Fig. 3 interior joint A place detail drawing two.
Fig. 7 is Fig. 1 and Fig. 3 interior joint A place detail drawing three.
Fig. 8 is Fig. 1 and Fig. 3 interior joint A place detail drawing four.
Fig. 9 is Fig. 1 interior joint B place detail drawing one.
Figure 10 is Fig. 1 interior joint B place detail drawing two.
Figure 11 is Fig. 1 interior joint B place detail drawing three.
Figure 12 is Fig. 1 interior joint B place detail drawing four.
Reference numeral: 1-goes along with sb. to guard him high stake, 2-water-seal pile A, 3-cap beam, 4-go along with sb. to guard him low stake, 6-base plate, 7-drawknot beam, 8-anchor pole A, 9-base hole surrounding soil, 10-L type protruding bar, 11-sleeve pipe, 12-bar planting, 13-anchor pole B, 14-anti-side height stake, the 15-platform soil body, 16-water-seal pile B, 17-coupling beam, 18-L shape bending reinforcing steel bar, 19-weld seam, 20-grooved bending reinforcing steel bar, the low wall of 21-underground diaphragm wall.
Embodiment
Embodiment one is see shown in Fig. 1, Fig. 2 and Fig. 5 to Figure 12, a kind of multi-platform building enclosure, go along with sb. to guard him and cheat in surrounding soil 9 at base, comprising outer enclosure device, at least one internal layer enclosure device and drawknot device between the two, wherein, internal layer enclosure device is low, it is positioned at base hole inner ring, described outer enclosure device height, is positioned at base hole outer shroud, forms high outside and low outside ladder shape;
Described outer enclosure device comprise be arranged on front-seat continuous print height fender member, be arranged on after arrange interrupted anti-side height stake 14 and the coupling beam 17 being arranged between both tops, described high fender member is provided with the cap beam 3 vertical with coupling beam 17 with anti-side height stake 14 top; Described internal layer enclosure device is the low wall 21 of underground diaphragm wall; Described drawknot device is by the built-in fitting that is embedded in high fender member and internal layer enclosure device and above-mentioned forms rigid connection node between the two. Also comprise and cheat the anchor pole A8 of the oblique setting of surrounding soil 9 or/and from the anchor pole B13 of the oblique setting of the platform soil body 15 between internal layer enclosure device outer layers enclosure device and internal layer enclosure device from outer enclosure device to base respectively. Described high fender member is underground diaphragm wall high-wall or by the water-seal pile wall gone along with sb. to guard him high stake 1 and interlock be engaged with water-seal pile A. Described to go along with sb. to guard him high stake 1 and go along with sb. to guard him low stake 4 be piling bar or reinforced concrete pile, and described water-seal pile is plain concrete pile. Described go along with sb. to guard him between high stake 1 with anti-side height stake 14 before and after corresponding setting, drawn as entirety by coupling beam 17 between both tops. The described diameter gone along with sb. to guard him high stake 1 and go along with sb. to guard him low stake 4 is 300mm��2500mm, both etc. footpath or the footpath such as not;The thickness of described underground diaphragm wall high-wall and the low wall 21 of underground diaphragm wall is 200mm��2500mm, both uniform thickness or not uniform thickness; The height of described cap beam 3 is going along with sb. to guard him high stake 1 and going along with sb. to guard him 0.1��5 times of low stake 4 diameter of its drawknot. Described drawknot device is the beam plate drawknot device of drawknot beam 7 or drawknot beam 7 and base plate 6 composition being disposed on the platform soil body 15 end face; Described base plate 6 is continuous or interval setting between drawknot beam 7, and described drawknot beam 7 is girder steel, beams of concrete, reinforced beam or reinforced concrete truss, Steel Truss. Described built-in fitting is L-type protruding bar 10, L-shaped bending reinforcing steel bar 18, bar planting 12 or grooved bending reinforcing steel bar 20, described grooved bending reinforcing steel bar 20 is connected by weld seam 19 with the main muscle of drawknot beam 7, and described L-shaped bending reinforcing steel bar 18 is connected by sleeve pipe 11 with the main muscle of drawknot beam 7.
Embodiment two is see shown in Fig. 3, Fig. 4 and Fig. 5 to Figure 12, with embodiment one the difference is that, described internal layer enclosure device is the water-seal pile wall that layer goes along with sb. to guard him low stake 4 and the occlusion of water-seal pile B16 interval is formed, described in go along with sb. to guard him low stake 4 and water-seal pile B16 end face by cap beam 3 drawknot.
The constructional method of described multi-platform building enclosure, step is as follows:
Step one, cheats the high fender member of construction in surrounding soil 9 at base and arranges position of platform in plan and bury built-in fitting in advance, at high fender member end face construction cap beam 3;
Step 2, deviating from interval, the direction construction anti-side height stake 14 intending excavation pit, at anti-side height stake 14 end face construction cap beam 3;
Step 3, coupling beam 17 that the soil body between high fender member and anti-side height stake 14 is constructed;
Step 4, excavation pit is constructed short fender member on the platform soil body 15 formed to certain depth, at the reinforcing bar of short fender member end face colligation cap beam 3;
Step 5, the reinforcing bar of colligation drawknot device, and be reliably connected with the reinforcing bar of cap beam and the built-in fitting of high fender member;
Step 6, builds the concrete of drawknot device and the concrete of cap beam 3;
Step 7, repeating step four to six, until last platform soil body position in base hole.
Between described step 3 and step 4, cheating the anchor pole A8 of the oblique setting of surrounding soil 9 to base from outer enclosure device; Or/and from internal layer enclosure device to the anchor pole B13 of oblique setting in the platform soil body 15; Or above-mentioned steps implements simultaneously.
Claims (7)
1. a multi-platform building enclosure, go along with sb. to guard him and cheat in surrounding soil (9) at base, it is characterized in that: comprise outer enclosure device, at least one internal layer enclosure device and drawknot device between the two, wherein, internal layer enclosure device is low, is positioned at base hole inner ring, described outer enclosure device height, it is positioned at base hole outer shroud, forms high outside and low outside ladder shape;
Described outer enclosure device comprise be arranged on front-seat continuous print height fender member, be arranged on after arrange interrupted anti-side height stake (14) and the coupling beam (17) being arranged between both tops, described high fender member is provided with the cap beam (3) vertical with coupling beam (17) with anti-side height stake (14) top;
Described internal layer enclosure device be the low wall of underground diaphragm wall (21) or by going along with sb. to guard him low stake (4) and water-seal pile B(16) interval is engaged the water-seal pile wall that formed, described in go along with sb. to guard him low stake (4) and water-seal pile B(16) end face passes through cap beam (3) drawknot;
Described drawknot device is by the built-in fitting that is embedded in high fender member and internal layer enclosure device and above-mentioned forms rigid connection node between the two;
Also comprise the anchor pole A(8 cheating surrounding soil (9) oblique setting respectively from outer enclosure device to base) or/and from the anchor pole B(13 of the platform soil body (15) the oblique setting between internal layer enclosure device outer layers enclosure device and internal layer enclosure device);
Described high fender member be underground diaphragm wall high-wall or by going along with sb. to guard him high stake (1) and water-seal pile A(2) the staggered water-seal pile wall being engaged.
2. multi-platform building enclosure according to claim 1, it is characterised in that: described in go along with sb. to guard him high stake (1) and go along with sb. to guard him low stake (4) for piling bar or reinforced concrete pile, water-seal pile is plain concrete pile.
3. multi-platform building enclosure according to claim 1 and 2, it is characterised in that: described in the diameter going along with sb. to guard him high stake (1) and go along with sb. to guard him low stake (4) be 300mm��2500mm, both etc. footpath or the footpath such as not; The thickness of described underground diaphragm wall high-wall and the low wall of underground diaphragm wall (21) is 200mm��2500mm, both uniform thickness or not uniform thickness; The height of described cap beam (3) is going along with sb. to guard him high stake (1) and going along with sb. to guard him 0.1��5 times of low stake (4) diameter of its drawknot.
4. multi-platform building enclosure according to claim 1, it is characterised in that: the beam plate drawknot device that described drawknot device forms for being disposed on the drawknot beam (7) of the platform soil body (15) end face or drawknot beam (7) and base plate (6); Described base plate (6) between drawknot beam (7) continuously or interval arrange, described drawknot beam (7) is girder steel, beams of concrete, reinforced beam or reinforced concrete truss, Steel Truss one of them.
5. multi-platform building enclosure according to claim 4, it is characterized in that: described built-in fitting be L-shaped bending reinforcing steel bar (18) or grooved bending reinforcing steel bar (20) one of them, described grooved bending reinforcing steel bar (20) is connected by weld seam (19) with the main muscle of drawknot beam (7), and described L-shaped bending reinforcing steel bar (18) is connected by sleeve pipe (11) with the main muscle of drawknot beam (7).
6. the constructional method of multi-platform building enclosure according to above-mentioned any one claim, it is characterised in that: step is as follows:
Step one, cheats the high fender member of construction in surrounding soil (9) at base and arranges position of platform in plan and bury built-in fitting in advance, at high fender member end face construction cap beam (3);
Step 2, deviating from the interval, direction construction anti-side height stake (14) intending excavation pit, at anti-side height stake (14) end face construction cap beam (3);
Step 3, coupling beam that the soil body between high fender member and anti-side height stake (14) is constructed (17);
Step 4, excavation pit goes up the short fender member of construction to certain depth at the platform soil body (15) formed, at the reinforcing bar of short fender member end face colligation cap beam (3);
Step 5, the reinforcing bar of colligation drawknot device, and be reliably connected with the reinforcing bar of cap beam and the built-in fitting of high fender member;
Step 6, builds the concrete of drawknot device and the concrete of cap beam (3);
Step 7, repeating step four to six, until last platform soil body position in base hole.
7. the constructional method of multi-platform building enclosure according to claim 6, it is characterised in that: between described step 3 and step 4, cheat to base from outer enclosure device that surrounding soil (9) is oblique arranges anchor pole A(8); Or/and arrange anchor pole B(13 from internal layer enclosure device is oblique in the platform soil body (15)); Or above-mentioned steps implements simultaneously.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310473798.7A CN103603358B (en) | 2013-10-12 | 2013-10-12 | A kind of multi-platform building enclosure and constructional method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310473798.7A CN103603358B (en) | 2013-10-12 | 2013-10-12 | A kind of multi-platform building enclosure and constructional method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103603358A CN103603358A (en) | 2014-02-26 |
| CN103603358B true CN103603358B (en) | 2016-06-08 |
Family
ID=50121613
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310473798.7A Active CN103603358B (en) | 2013-10-12 | 2013-10-12 | A kind of multi-platform building enclosure and constructional method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103603358B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049116A (en) * | 2020-08-20 | 2020-12-08 | 韶关市新城兴建筑工程有限公司 | Soft soil layer deep foundation pit excavation construction method |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104164880B (en) * | 2014-06-11 | 2016-05-18 | 易朋莹 | Multistage H type soil blocking pile and construction method thereof |
| CN105586985B (en) * | 2014-11-14 | 2018-11-20 | 广州地铁设计研究院有限公司 | A kind of construction method of subway building enclosure and a kind of subway building enclosure |
| CN104863161B (en) * | 2015-05-13 | 2017-06-13 | 中铁大桥局集团有限公司 | Rivers face side construction protection method |
| CN107794927B (en) * | 2017-09-11 | 2019-12-24 | 广州机施建设集团有限公司 | Deep foundation pit earthwork excavation method with hard rock geology |
| CN108661056B (en) * | 2018-05-22 | 2020-05-22 | 中铁六局集团有限公司工程设计院 | Pile plate up-and-down combined supporting structure and construction process |
| CN109778870A (en) * | 2019-01-30 | 2019-05-21 | 湘潭大学 | A kind of support system construction method of deep basal pit |
| CN113356220B (en) * | 2021-06-29 | 2022-11-11 | 大荣建设集团有限公司 | Super high-rise building deep foundation pit and construction method thereof |
| CN114108645A (en) * | 2021-11-02 | 2022-03-01 | 广州地铁设计研究院股份有限公司 | Foundation pit supporting structure adjacent to underground engineering and construction method thereof |
-
2013
- 2013-10-12 CN CN201310473798.7A patent/CN103603358B/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049116A (en) * | 2020-08-20 | 2020-12-08 | 韶关市新城兴建筑工程有限公司 | Soft soil layer deep foundation pit excavation construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103603358A (en) | 2014-02-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103603358B (en) | A kind of multi-platform building enclosure and constructional method | |
| CN105155554B (en) | A kind of deep basal pit of arching system | |
| CN103603357B (en) | A kind of multi-platform without inner support self waterproofing foundation pit enclosure structure and constructional method thereof | |
| CN208379610U (en) | A kind of broken line alternating expression double-row pile foundation pit support structure | |
| CN105240018B (en) | Construction of Silo device and method | |
| CN103510540B (en) | Mortar flag stone retaining wall reinforcement construction method and structure thereof | |
| CN102691302B (en) | Concrete structure for supporting deep foundation pit | |
| CN102864780A (en) | Supporting structure and supporting method of foundation pit | |
| CN102561384A (en) | Steel hoop truss type elevated pile cap tower crane foundation construction method and structure | |
| CN106088120B (en) | A kind of cofferdam decentralization construction method | |
| CN205024712U (en) | Combined tower crane foundation | |
| CN106120804B (en) | A kind of super-giant foundation pit double-row pile second level support system and its construction method | |
| CN103967018B (en) | Deep big foundation pit angle support level shear structure | |
| CN207525758U (en) | A kind of reinforced Structure About Soldier Pile | |
| CN205875193U (en) | Assembled stake integral structure | |
| CN107013046B (en) | A kind of antidote of big section steel pipe concrete combination column | |
| CN202830936U (en) | Supporting structure of foundation pit | |
| CN103215965A (en) | Laminate type high-rise platform pile tower crane foundation and construction method | |
| CN114411762A (en) | Rear-anchor type rigid foundation pit supporting structure and construction method | |
| CN211498893U (en) | Cofferdam combining permanent structure pile foundation and temporary steel sheet pile | |
| CN209227546U (en) | The deep basal pit composite supporting construction of double-row pile combination method of center island | |
| CN102444131B (en) | Foundation pit support method | |
| CN110685290A (en) | Cofferdam combining permanent structure pile foundation and temporary steel sheet pile and construction method thereof | |
| CN202577314U (en) | Concrete structure for deep foundation pit supporting | |
| CN217923633U (en) | High-low double-row pile supporting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221205 Address after: Room 2105, Jiahuiyuan, Huaao Center, No. 31, Zizhuyuan, Haidian District, Beijing 100089 Patentee after: Yao Panfeng Address before: 100073 Room 203, building 13, Huayuan Yili, Fengtai District, Beijing Patentee before: Yao Panfeng Patentee before: ZHONGBEI HUAYU CONSTRUCTION ENGINEERING Co.,Ltd. |