CN110385783A - The prefabricated components and construction method of pre-buried hanging ring in a kind of pipe gallery plate member - Google Patents
The prefabricated components and construction method of pre-buried hanging ring in a kind of pipe gallery plate member Download PDFInfo
- Publication number
- CN110385783A CN110385783A CN201910546952.6A CN201910546952A CN110385783A CN 110385783 A CN110385783 A CN 110385783A CN 201910546952 A CN201910546952 A CN 201910546952A CN 110385783 A CN110385783 A CN 110385783A
- Authority
- CN
- China
- Prior art keywords
- hanging ring
- buried
- plate
- pipe gallery
- buried hanging
- 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
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/0025—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects with installation or service material, e.g. tubes for electricity or water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0007—Production methods using a mold
Abstract
The invention discloses the prefabricated components and construction method of pre-buried hanging ring in a kind of pipe gallery plate member, including pre-buried hanging ring, by upper plate and sectional steel form that all around four pieces of side floors piece together, the upper plate of the sectional steel form is equipped with the preformed hole passed through for pre-buried hanging ring, two rows strip hole is equipped on left side floor and right edge floor, long screw with groove carries out fastening limit to hanging ring to the strip hole for wearing left side floor and right edge floor.Spacing is unified after the present invention can be such that pre-buried hanging ring forms, lines are straight, and it is not in vertical and horizontal-shift that hanging ring protruded length is consistent, can satisfy the later period and uses function.During the installation process, simple and convenient, and convenient disassembly, all disassembly parts are retained in concrete except welded limiting iron plate, other parts can be repeatedly utilized so that.
Description
Technical field
The present invention relates to pre-buried hanging ring technical fields, and in particular to pre-buried hanging ring is pre- in a kind of pipe gallery plate member
Component processed and construction method.
Background technique
In underground pipe gallery plate body structure, pre-buried hanging ring needs are installed in branch attachment strap end template, with coagulation
Soil pours to be formed together, is used convenient for the later period.Therefore just need to guarantee that hanging ring spacing is unified when pacifying pre-buried hanging ring, lines are suitable
Directly, leakage length is consistent, and there can be no vertical and horizontal displacements.But when installing pre-buried hanging ring, usually by pre-buried hanging ring and plate
Body distributing reinforcement is bound or is welded and fixed, and hanging ring non-reserving hole when installing directly is cut in mounted template
Aperture.In the actual construction process, plate body reinforcing bar may be disturbed when casting concrete, make pre-buried hanging ring occur therewith it is vertical or
Horizontal direction displacement, not can guarantee that pre-buried hanging ring leakage length is consistent, lines are straight, and will appear size when on-site cutting template
Deviation keeps pre-buried hanging ring spacing uneven.The later period is seriously affected using function, and perception is poor.
Summary of the invention
In view of the deficiencies of the prior art, it effectively solves to cut in advance directly in template the purpose of the present invention is to provide a kind of
Ring mounting hole is buried dimensional discrepancy occur and position after hanging ring molding is caused to occur in the pipe gallery plate member of offset issue
The prefabricated components and construction method of pre-buried hanging ring.
To achieve the above object, the technical solution adopted by the present invention is that: pre-buried hanging ring in a kind of pipe gallery plate member
Prefabricated components, including pre-buried hanging ring, it is characterised in that: including by upper plate and combination that all around four pieces of side floors piece together
Formula assembly steel form, the upper plate of the sectional steel form are equipped with the preformed hole passed through for pre-buried hanging ring, left side rib
It is equipped with two rows strip hole on plate and right edge floor, long screw with groove is to wearing left side floor and right edge floor
Strip hole fastening limit is carried out to hanging ring.
Further, the long screw with groove includes that symmetrically arranged two semicircle bending parts and connection are semicircle
The both ends of the middle interconnecting piece of bending part, the semicircle bending part are equipped with screw rod portion.
Further, two long screws with groove are each passed through two rows strip hole, and described upper and lower two with recessed
The semicircle bending part of the long screw of slot is oppositely arranged, and the semicircle bending part is engaged with hanging ring two sides vertical section, passes through spiral shell
Fixation is tightened in long screw both ends with groove by mother.
Further, the height of the strip hole is equal with the long filament shank diameter with groove, the semicircle bending part
Diameter it is equal with the diameter of the hanging ring vertical section, spacing and the hanging ring vertical section between two semicircle bending parts it
Between spacing it is equal.
It further, further include limit baffle, the vertical section that the limit baffle is horizontally fixed on the hanging ring is hung with described
The vertical section of ring is vertical.
It further, further include cushion block, the cushion block is mounted between limit baffle and the upper plate of sectional steel form,
Limiting block piece is fallen on cushion block.
It further, further include support plate and capping plate, the support plate is fixed on the upper plate bottom surface positioned at described pre-
It boxes out two sides, the support plate extends in preformed hole, and the spacing between plate supported on both sides is greater than the diameter of hanging ring vertical section, institute
Capping plate is stated to be placed at the preformed hole to be shelved in the support plate and block preformed hole.
It further, is rectangular slab among the capping plate, the two sides of rectangular slab length direction are equipped with the semi-circular groove of indent.
It further, is rectangular opening among the preformed hole, rectangular opening length direction two sides are equipped with the semi-circular groove with evagination,
The capping plate is placed on two sides split in preformed hole and forms complete round hole, and the diameter of the round hole and the hanging ring hang down
The diameter of straight section is equal, and the width of preformed hole is greater than the diameter of the hanging ring vertical section.
The present invention also provides a kind of construction methods of the prefabricated components of pre-buried hanging ring in pipe gallery plate member, including with
Lower step:
Step S1: it when carrying out the installation of piping lane roof plate template, is reserved according to layout design hanging ring position and is spelled with combined type
The identical rectangle hole of steel loading die shape size；
Step S2: protruded length and thickness of concrete cover are designed according to hanging ring and distinguished in pre-buried hanging ring two sides vertical end
Welded limiting baffle；
Step S3: pre-buried hanging ring upper end is hung on pre-buried hanging ring reinforcing rib, and the pre-buried hanging ring with limit baffle is passed through
Preformed hole on sectional steel form limits and cushion block is arranged between baffle and template；
Step S4: capping plate placement is on the supporting plate covered preformed hole；
Step S5: sectional steel form is jacked upwards to height identical as piping lane roof plate template, combined type is spelled
Steel loading template and the template at reserved rectangle hole carry out assembled；
Step S6: the left side floor and right edge floor of sectional steel form will be passed through with reeded long screw
On strip hole, make the upper and lower two semicircle bending parts with reeded long screw are opposite to be engaged with pre-buried hanging ring vertical section,
Then long screw both ends are tightened with nut；
Step S7: carrying out repeating construction according to aforesaid operations, until pre-buried hanging ring all installs.
Compared with prior art, the beneficial effects of the present invention are:
1. the present invention is provided with limit baffle, it is used cooperatively cushion block, according to the different adjustable cushion blocks of design requirement
Thickness directly falls in the limit iron plate being welded on hanging ring on cushion block, to ensure that the exposed size of pre-buried hanging ring, makes pre-
The use function of burying hanging ring is guaranteed, the cushion block of setting also avoid limit iron plate it is exposed, ensure that piping lane top plate bottom matter
Amount.
2. long screw clamp device with groove is provided with, on the left of long screw with groove and sectional template
Side floor and right edge floor are fixed, and limit the swing of hanging ring, leakage length is different after the molding of effective solution hanging ring
It causes, the problems such as lines are not straight and spacing is uneven, not only increases that construction efficiency, to avoid pre-buried hanging ring installation quality logical
Disease, impression quality is met the requirements after also forming pre-buried hanging ring
3. being provided with sectional template, which is customization steel form, and overall performance is preferable, the four pieces of side floors in left and right
Design can replace traditional flitch distribution beam, and stress performance is preferable, and can be guaranteed using the sectional template
Spacing is unified after the molding of pre-buried hanging ring, quality is preferable, solves and directly cuts pre-buried ring mounting hole in template and size occur
Deviation and cause hanging ring form after position there is the problem of deviation.
4. operation is simpler effectively while guaranteeing pre-buried hanging ring installation quality, there is very high feasibility,
A variety of materials can be used in turn, and some materials can use live clout production, not only realize economize on resources it is environmentally protective
Response, can be with item controlled construction cost.
Detailed description of the invention
Fig. 1 is overall structure top view of the present invention；
Fig. 2 is overall structure bottom view of the present invention；
Fig. 3 is sectional steel form top view of the present invention；
Fig. 4 is sectional steel form bottom view of the present invention；
Fig. 5 is support plate of the present invention and capping plate scheme of installation top view；
Fig. 6 is support plate of the present invention and capping plate scheme of installation bottom view；
Fig. 7 is present invention limit baffle scheme of installation；
Fig. 8 is present invention band groove long screw schematic diagram；
In figure:
The pre-buried hanging ring of 1-, 2- sectional steel form, 21- upper plate, the side 22- floor, 3- preformed hole, 4- strip hole, 5-
Long screw with groove, 51- semicircle bending part, 52- middle interconnecting piece, 53- screw rod portion, 6- nut, 7- limit baffle, 8- pad
Block, 9- support plate, 10- cover plate, the pre-buried hanging ring reinforcing rib of 11-.
Specific embodiment
The present invention provides a kind of bridge cast-in-place concrete anticollision barrier formwork construction device and construction method.The present invention is implemented
Technical solution provided by example is in order to solve the above technical problems, in order to better understand the above technical scheme, below in conjunction with saying
The above described technique is demenstrated in detail for bright book attached drawing and specific embodiment.
As depicted in figs. 1 and 2, in a kind of pipe gallery plate member pre-buried hanging ring prefabricated components, including pre-buried hanging ring
1, it further include the sectional steel form 2 that by upper plate 21 and all around four pieces of side floors 22 piece together, as shown in Figures 3 and 4,
The upper plate 21 of the sectional steel form 2 is equipped with the preformed hole 3 passed through for pre-buried hanging ring 1, left side floor and right side
Two rows strip hole 4 is equipped on the floor of side, long screw 5 with groove is to the strip for wearing left side floor and right edge floor
Hole 4 carries out fastening limit to hanging ring.
As shown in figure 8, long screw 5 with groove includes symmetrically arranged two semicircle bending parts 51 and connection semicircle
The both ends of the middle interconnecting piece 52 of shape bending part 51, the semicircle bending part 51 are equipped with screw rod portion 53.
Two long screws 5 with groove are each passed through two rows strip hole 4, two length with groove up and down
The semicircle bending part 51 of screw rod 5 is oppositely arranged, and the semicircle bending part 51 is engaged with hanging ring two sides vertical section, passes through nut
Fixation is tightened in 5 both ends of long screw with groove by 6.
In the above-described embodiments, the semicircle bending part 51 of upper and lower two long screws 5 with groove is opposite, and hanging ring is installed just
Appearance left and right or horizontal shifting can be restricted from behind position, lines are straight after capable of guaranteeing hanging ring molding.
The height of the strip hole 4 is equal with 5 diameter of long screw with groove, it is described semicircle bending part 51 it is straight
Diameter is equal with the diameter of the hanging ring vertical section, between the spacing and the hanging ring vertical section between two semicircle bending parts 51
Spacing it is equal.
In the above-described embodiments, the diameter of the semicircle bending part 51 is equal with the diameter of the hanging ring vertical section, and two
Spacing between a semicircle bending part 51 is equal with the spacing between the hanging ring vertical section, and its purpose is to guarantee hanging ring
Vertical section can just be fixed between semicircle bending part 51, do not shift.
The scheme advanced optimized be further include limit baffle 7 and cushion block 8, as shown in fig. 7,7 level of the limit baffle
The vertical section for being fixed on the hanging ring is vertical with the vertical section of the hanging ring.Cushion block 8 is mounted on limit baffle 7 and sectional
Between the upper plate 21 of steel form 2, limit baffle 7 is fallen on cushion block 8, and limit baffle 7 is avoided directly to contact with template, it can be ensured that
Protruded length is consistent after pre-buried hanging ring 1 forms, and reaches the later period and uses functional requirement.
As it can be seen in figures 5 and 6, it further includes support plate 9 and capping plate 10 that further preferred scheme, which is, the support plate 9 is solid
It connects and is located at 3 two sides of preformed hole on 21 bottom surface of upper plate, the support plate 9 extends in preformed hole 3, plate supported on both sides
Spacing between 9 is greater than the diameter of hanging ring vertical section, and the capping plate 10 is placed at the preformed hole 3 and is shelved on the support
Preformed hole 3 is blocked on plate 9.
In the above-described embodiments, capping plate 10 blocks the preformed hole 3 on sectional steel form 2, it is ensured that pre-
Burying will not spillage after hanging ring 1 forms.
It is rectangular slab among the capping plate 10, the two sides of rectangular slab length direction are equipped with the semi-circular groove of indent.
It is rectangular opening among preformed hole 3, rectangular opening length direction two sides are equipped with the semi-circular groove with evagination, the capping plate
10, which are placed on two sides split in preformed hole 3, forms complete round hole, the diameter of the round hole and the hanging ring vertical section
Diameter is equal, and the width of preformed hole 3 is greater than the diameter of the hanging ring vertical section.
In the above-described embodiments, it covers plate 10 and preformed hole 3 cooperates, it is again right simultaneously that the space that hanging ring passes through has been reserved in guarantee
Preformed hole 3 is blocked.
The entire work progress of the present apparatus is as follows:
Step S1: it when carrying out the installation of piping lane roof plate template, is reserved according to layout design hanging ring position and is spelled with combined type
The identical rectangle hole of 2 outer dimension of steel loading template；
Step S2: protruded length and thickness of concrete cover are designed in pre-buried 1 two sides vertical end of hanging ring point according to hanging ring
Other welded limiting baffle 7；
Step S3: pre-buried 1 upper end of hanging ring is hung on pre-buried hanging ring reinforcing rib 11, by the pre-buried hanging ring 1 with limit baffle 7
Preformed hole 3 on sectional steel form 2 limits and cushion block 8 is arranged between baffle 7 and template；
Step S4: capping plate 10 is placed in support plate 9 and covers preformed hole 3；
Step S5: by sectional steel form 2, height identical as piping lane roof plate template is arrived in jacking upwards, and combined type is spelled
Steel loading template 2 and the template at reserved rectangle hole carry out assembled；
Step S6: the left side floor and right edge rib of sectional steel form 2 will be passed through with reeded long screw
Strip hole 4 on plate keeps the upper and lower two semicircle bending parts 51 with reeded long screw opposite and pre-buried 1 vertical section of hanging ring
It is engaged, then will be tightened with 5 both ends of groove long screw with nut 6；
Step S7: carrying out repeating construction according to aforesaid operations, until pre-buried hanging ring 1 all installs.
In above-mentioned work progress, when carrying out the installation of piping lane roof plate template, the length of a 500*300mm is generally reserved
Rectangular hole, therefore sectional steel form 2 is using the outer dimension of 500mm × 300mm, plate with a thickness of 4mm, in use
State construction method, so that it may which spacing is unified after ensuring hanging ring molding, and it is not in perpendicular that lines are straight, and hanging ring protruded length is consistent
To and horizontal-shift, can satisfy the later period using function.
Specific embodiments of the present invention are described in detail above, but it is intended only as one such embodiment,
The present invention is not restricted to particular embodiments described above.To those skilled in the art, any couple of present invention carries out
Equivalent modifications and substitution also all among scope of the invention.Therefore, made without departing from the spirit and scope of the invention
Equal transformation and modification, all should be contained within the scope of the invention.
Claims (10)
1. the prefabricated components of pre-buried hanging ring in a kind of pipe gallery plate member, including pre-buried hanging ring, it is characterised in that: including by
Upper plate and the sectional steel form that all around four pieces of side floors piece together, on the upper plate of the sectional steel form
Equipped with the preformed hole passed through for pre-buried hanging ring, it is equipped with two rows strip hole on left side floor and right edge floor, with recessed
The long screw of slot carries out fastening limit to hanging ring to the strip hole for wearing left side floor and right edge floor.
2. the prefabricated components of pre-buried hanging ring in a kind of pipe gallery plate member according to claim 1, it is characterised in that:
The long screw with groove includes symmetrically arranged two semicircle bending parts and connects the centre of semicircle bending part and connect
The both ends of socket part, the semicircle bending part are equipped with screw rod portion.
3. the prefabricated components of pre-buried hanging ring in a kind of pipe gallery plate member according to claim 2, it is characterised in that:
Two long screws with groove are each passed through two rows strip hole, the semicircle of two long screws with groove up and down
Shape bending part is oppositely arranged, and the semicircle bending part is engaged with hanging ring two sides vertical section, by nut by long filament with groove
Tighten fixation in bar both ends.
4. the prefabricated components of pre-buried hanging ring in a kind of pipe gallery plate member according to claim 3, it is characterised in that:
The height of the strip hole is equal with the long filament shank diameter with groove, the diameter and the hanging ring of the semicircle bending part
The diameter of vertical section is equal, and the spacing between two semicircle bending parts is equal with the spacing between the hanging ring vertical section.
5. the prefabricated components of pre-buried hanging ring in a kind of pipe gallery plate member according to claim 1, it is characterised in that:
It further include limit baffle, the vertical section that the limit baffle is horizontally fixed on the hanging ring is vertical with the vertical section of the hanging ring.
6. the prefabricated components of pre-buried hanging ring in a kind of pipe gallery plate member according to claim 1, it is characterised in that:
It further include cushion block, the cushion block is mounted between limit baffle and the upper plate of sectional steel form, and limiting block piece falls in pad
On block.
7. the prefabricated components of pre-buried hanging ring in a kind of pipe gallery plate member according to claim 1, it is characterised in that:
It further include support plate and capping plate, the support plate, which is fixed on the upper plate bottom surface, is located at the preformed hole two sides, the branch
Fagging extends in preformed hole, and the spacing between plate supported on both sides is greater than the diameter of hanging ring vertical section, and the capping plate is placed on
It is shelved at the preformed hole in the support plate and preformed hole is blocked.
8. the prefabricated components of pre-buried hanging ring in a kind of pipe gallery plate member according to claim 7, it is characterised in that:
It is rectangular slab among the capping plate, the two sides of rectangular slab length direction are equipped with the semi-circular groove of indent.
9. the prefabricated components of pre-buried hanging ring in a kind of pipe gallery plate member according to claim 8, it is characterised in that:
It is rectangular opening among the preformed hole, rectangular opening length direction two sides are equipped with the semi-circular groove with evagination, and the capping plate is placed
Two sides split forms complete round hole, the diameter phase of the diameter of the round hole and the hanging ring vertical section in preformed hole
It is greater than the diameter of the hanging ring vertical section Deng the width of, preformed hole.
10. the prefabricated components of pre-buried hanging ring in a kind of a kind of described in any item pipe gallery plate members of claim 1-9
Construction method, it is characterised in that the following steps are included:
Step S1: it when carrying out the installation of piping lane roof plate template, is reserved and sectional steel according to layout design hanging ring position
The identical rectangle hole of die shape size；
Step S2: protruded length and thickness of concrete cover are designed according to hanging ring and are respectively welded in pre-buried hanging ring two sides vertical end
Limit baffle；
Step S3: pre-buried hanging ring upper end is hung on pre-buried hanging ring reinforcing rib, and the pre-buried hanging ring with limit baffle is passed through combination
Preformed hole on formula assembly steel form limits and cushion block is arranged between baffle and template；
Step S4: capping plate placement is on the supporting plate covered preformed hole；
Step S5: sectional steel form is jacked upwards to height identical as piping lane roof plate template, by sectional steel
Template and the template at reserved rectangle hole carry out assembled；
Step S6: will be on left side floor and right edge floor that sectional steel form passed through with reeded long screw
Strip hole makes the upper and lower two semicircle bending parts with reeded long screw are opposite to be engaged with pre-buried hanging ring vertical section, then
Long screw both ends are tightened with nut；
Step S7: carrying out repeating construction according to aforesaid operations, until pre-buried hanging ring all installs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910546952.6A CN110385783B (en) | 2019-06-24 | 2019-06-24 | Prefabricated part with hanging rings embedded in plate body components of comprehensive pipe gallery and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910546952.6A CN110385783B (en) | 2019-06-24 | 2019-06-24 | Prefabricated part with hanging rings embedded in plate body components of comprehensive pipe gallery and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110385783A true CN110385783A (en) | 2019-10-29 |
| CN110385783B CN110385783B (en) | 2021-04-02 |
Family
ID=68285784
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910546952.6A Active CN110385783B (en) | 2019-06-24 | 2019-06-24 | Prefabricated part with hanging rings embedded in plate body components of comprehensive pipe gallery and construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN110385783B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576727A (en) * | 2020-05-29 | 2020-08-25 | 中国十七冶集团有限公司 | PC component that contains anchor shape and hangs nail |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR712706A (en) * | 1931-03-05 | 1931-10-09 | Artificial rubble with handling handle, methods and means of execution | |
| US20060242924A1 (en) * | 2005-04-18 | 2006-11-02 | Kwon Gyeong H | Anchor encased in frame embedded in structure of house for hanging and installing various products therefrom |
| CN201133074Y (en) * | 2007-12-03 | 2008-10-15 | 江苏南通六建建设集团有限公司 | Preburied pull rod fixing fixture |
| US9303402B2 (en) * | 2014-02-18 | 2016-04-05 | Joseph Warren | Basement wall and floor assembly |
| CN206385568U (en) * | 2016-12-30 | 2017-08-08 | 宁夏众力管廊科技有限公司 | A kind of city integrated piping lane hoisting ring device |
| CN206722088U (en) * | 2017-05-09 | 2017-12-08 | 青岛东捷建设工程有限公司 | Steel pile foundation bolt positioning device |
| CN207295768U (en) * | 2017-08-17 | 2018-05-01 | 中国建筑第八工程局有限公司 | Device for piping lane top plate of constructing |
| CN207609165U (en) * | 2017-07-10 | 2018-07-13 | 天津正信铝模板有限公司 | A kind of piping lane hanging ring template |
| CN208531999U (en) * | 2018-06-25 | 2019-02-22 | 中国机械工业机械工程有限公司 | A kind of aerial piping lane construction hoisting ring device |
| CN208870084U (en) * | 2018-09-19 | 2019-05-17 | 中国十七冶集团有限公司 | A kind of pre-buried hanging ring controllable device of Urban Underground pipe gallery |
-
2019
- 2019-06-24 CN CN201910546952.6A patent/CN110385783B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR712706A (en) * | 1931-03-05 | 1931-10-09 | Artificial rubble with handling handle, methods and means of execution | |
| US20060242924A1 (en) * | 2005-04-18 | 2006-11-02 | Kwon Gyeong H | Anchor encased in frame embedded in structure of house for hanging and installing various products therefrom |
| CN201133074Y (en) * | 2007-12-03 | 2008-10-15 | 江苏南通六建建设集团有限公司 | Preburied pull rod fixing fixture |
| US9303402B2 (en) * | 2014-02-18 | 2016-04-05 | Joseph Warren | Basement wall and floor assembly |
| CN206385568U (en) * | 2016-12-30 | 2017-08-08 | 宁夏众力管廊科技有限公司 | A kind of city integrated piping lane hoisting ring device |
| CN206722088U (en) * | 2017-05-09 | 2017-12-08 | 青岛东捷建设工程有限公司 | Steel pile foundation bolt positioning device |
| CN207609165U (en) * | 2017-07-10 | 2018-07-13 | 天津正信铝模板有限公司 | A kind of piping lane hanging ring template |
| CN207295768U (en) * | 2017-08-17 | 2018-05-01 | 中国建筑第八工程局有限公司 | Device for piping lane top plate of constructing |
| CN208531999U (en) * | 2018-06-25 | 2019-02-22 | 中国机械工业机械工程有限公司 | A kind of aerial piping lane construction hoisting ring device |
| CN208870084U (en) * | 2018-09-19 | 2019-05-17 | 中国十七冶集团有限公司 | A kind of pre-buried hanging ring controllable device of Urban Underground pipe gallery |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576727A (en) * | 2020-05-29 | 2020-08-25 | 中国十七冶集团有限公司 | PC component that contains anchor shape and hangs nail |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110385783B (en) | 2021-04-02 |
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