CN206071090U - A kind of Split form for reinforcing square section pile - Google Patents
A kind of Split form for reinforcing square section pile Download PDFInfo
- Publication number
- CN206071090U CN206071090U CN201620928923.8U CN201620928923U CN206071090U CN 206071090 U CN206071090 U CN 206071090U CN 201620928923 U CN201620928923 U CN 201620928923U CN 206071090 U CN206071090 U CN 206071090U
- Authority
- CN
- China
- Prior art keywords
- bolt
- capital
- hole
- section
- template
- 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.)
- Expired - Fee Related
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of Split form for reinforcing square section pile, it is characterised in that include：Standard form section, capital moulding plate node, fastening bolt connect plate, and neighbouring two-layer template is staggeredly docked, and a part of the template as ruggedized construction, construction are no longer removed after finishing.Template can be prefabricated with batch production, also serves as cylinder load-carrying members, little with conducting oneself with dignity, and intensity is high, the characteristics of good integrity, it is adaptable to rehabilitation and safeguards old building, can simplify construction technology, reduction of erection time, strong adaptability.
Description
Technical field：
This utility model is related to a kind of Split form for reinforcing square section pile, belongs to the construction of civil engineering subject
Technical field.
Background technology：
With the development in epoch, people propose higher to building at aspects such as safety, the suitability and durability
Require, original construction standards and industry rule constantly adjusts and changed, then, how economically and quickly to reinforce with
Safeguard that old building becomes the major subjects urgently to be resolved hurrily of building field instantly.
Reinforcing to original pillar, is one of key link of old building reinforcing and maintenance；Its reinforcement means is typically
Additional bar, and casting concrete back-up coat are set in original pillar surrounding, to increase the lifting surface area and cylindrical material of pillar
Intensity.The complexity link such as formwork supporting plate, form removal is needed in work progress.After cylinder is reinforced, will also be to further making on the outside of which
Decorations are constructed.Comparatively, the reinforcing of such pillar has that construction space is narrow and small, model sheetinstallat difficulty big, construction technology
The key technical problem such as the complicated, duration is longer, affect normally to use.
Utility model content：
In consideration of it, this utility model develops a kind of Split form for reinforcing square section pile, it is adaptable to which reconstruction adds
Gu and safeguard old building, construction technology, reduction of erection time, strong adaptability can be simplified.
In order to reach above-mentioned purpose, solution of the present utility model is：
A kind of Split form for reinforcing square section pile, it is characterised in that include：Standard form section, capital mould
Plate section, fastening bolt, connection plate, described standard form section, capital moulding plate node are all using the precast light with recessed section
Concrete test block is assembled, and the section after standard form section, the assembly of capital moulding plate node is identical with pillar sectional dimension after reinforcing,
Connected by fastening bolt between standard form section, capital moulding plate node and pillar.
Be further disposed in：
Described standard form section, is concave cross section, is provided with splicing hole at recess two ends, and two standard form sections are by connecting
Plugboard with splicing hole, composition one with reinforcing after pillar sectional dimension identical it is square.
Described standard form section, recess two ends are equipped with three splicing holes；One is provided with the middle of the dorsal part of standard form section
Individual bolt hole, bolt hole is for being connected with fastening bolt；The length of side of pillar after the long edge lengths of dorsal part of standard form section and reinforcing
Identical, the bond length of its both sides is equal to 1/2nd of the pillar length of side after reinforcing.
The capital moulding plate node, including common capital template, pour and use capital template, described common capital template and pours
Build and be L shape with capital template, common capital template and pour with two side edge lengths of capital template with reinforcing after pillar
The length of side it is identical, can constitute after docking one with reinforce after pillar sectional dimension identical it is square, pouring with capital template
A side be provided with plug hole, hole sealing plate is adapted with plug hole.
The common capital template and pour and use capital template, be all provided with two side can pass perpendicularly through upper strata and
The bolt hole of two fastening bolts of lower floor, wherein：Described pouring uses capital template, and the bolt hole not set on the side of plug hole sets
At the centre of form of the side, it is lower floor's bolt hole；It is provided with position of form center of the bolt hole on the side of plug hole located at hole sealing plate
On, it is upper strata bolt hole；Bolt hole on described two sides of common capital template with pour with the bolt hole in capital template
It is corresponding.
Described bolt hole is recessed notch cuttype.
Described fastening bolt, including bolt mobile jib, interior fastening nut, limit screw cap, outer fastening nut, bolt mobile jib two
End is provided with screw thread, and the screw thread is matched with interior fastening nut, limit screw cap, outer fastening nut；
Bolt mobile jib outermost end center is provided with benefit slurry mouth, and between limit screw cap and interior fastening nut, section is arranged with
6 rings mend slurry hole；The center of the bolt mobile jib at outermost end to interior fastening nut is provided with the duct of UNICOM, and slurry mouth is mended in connection
Slurry hole is mended with ring；
Interior fastening nut is located at the most inner side of bolt mobile jib, and two side ends respectively arrange one, including main fastening nut, the nut wing
Edge and thoroughly slurry hole, fastening bolt is fixed on pillar by main fastening nut and the nut edge of a wing, in main fastening nut and the nut wing
Setting 6,12 saturating slurry holes are respectively symmetrically on edge, along bolt mobile jib direction UNICOM, the cement bonded sand in follow-up construction can be made
Slurry is passed into the bolt hole in former pillar, fills the hole on the outside of bolt mobile jib, further reinforces pillar；
Limit screw cap is located at the outside of interior fastening nut, and two side ends are respectively arranged one, accurately can be limited by limit screw cap
The installation site of standard form section processed and capital moulding plate node；
Outer fastening nut is located at the outside of limit screw cap, and two side ends respectively arrange one, outer fastening nut and bolt hole phase
Match somebody with somebody, the position of standard form section and capital moulding plate node can be accurately controlled after fastening is installed, it is ensured that the section chi of cylinder after reinforcing
It is very little.
The thickness of described standard form section and capital moulding plate node is 0.5cm～1.0cm, standard form section and capital template
The single-unit height of section, is between 0.2m～0.4m.
The beneficial effects of the utility model are：
1st, this utility model is used for the Split form for reinforcing square section pile, during template pre-production, internal to add steel
Silk screen, extexine can do carving or spray painting is processed, and pillar surface can tentatively be fitted up, accelerate construction speed；
2nd, this utility model is used for the Split form for reinforcing square section pile, and construction period acts primarily as template action, applies
No longer remove after work, be the ingredient of pillar after reinforcing.Split form is assembled by recessed section prefabricated lightweight concrete test block
Form, every two side of template is engaged by plug-in unit docking, is adjusted, is fixed its locus, most by fastening bolt after assembly
After-pouring is microdilatancy pea gravel concreten, is starched by fastening screw remedial cementing, makes the reinforced concrete part in later stage and former post
Son is combined closely, and construction technology is succinct, and intensity is high.
3rd, a kind of Split form and its construction method for reinforcing square section pile of this utility model, template can be with work
Factoryization is prefabricated, also serves as cylinder load-carrying members, little with conducting oneself with dignity, and intensity is high, and the characteristics of good integrity, construction technology is succinct, operation
Simply, one-shot forming, saves the duration.
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Description of the drawings：
Fig. 1 is the structural representation of the standard form section of this utility model embodiment；
Fig. 2 is the structural representation of the capital moulding plate node of this utility model embodiment；
Fig. 3 is the general illustration of the fastening bolt of this utility model embodiment；
Fig. 4 is the structural representation of the interior fastening nut of this utility model embodiment；
Fig. 5 is the connection plate schematic diagram of this utility model embodiment；
Fig. 6 is the template assembly general illustration of this utility model embodiment
Label in figure：1- standard form sections, 11- splicings hole, 12- fastening bolt holes；2- capital moulding plate nodes, the common posts of 21-
Top template, 22- are poured and use capital template, 23- hole sealing plates, 24- plug holes, 25- lower floors bolt hole, 26- upper stratas bolt hole；3- is tight
Fixing bolt, 31- bolt mobile jibs, 311- mend slurry mouth, and 312- rings mend slurry hole, fastening nut in 32-, 33- limit screw caps, outside 34-
Fastening nut, the main fastening nuts of 321-, the 322- nuts edge of a wing, 323- starch hole thoroughly；4- connects plate.
Specific embodiment：
Embodiment 1：
A kind of Split form for reinforcing square section pile of the present embodiment, as shown in Figure 1, Figure 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6
It is shown, including：Standard form section 1, capital moulding plate node 2, fastening bolt 3 connect plate 4.
Standard form section 1, is recessed section precast light plate, and recess two ends are equipped with three splicing holes 11；In the middle of its dorsal part
It is provided with a bolt hole 12.The long edge lengths of dorsal part of standard form section 1 are identical with the length of side of pillar after reinforcing, the minor face of its both sides
Length is equal to 1/2nd of the pillar length of side after reinforcing, after two matching docking of standard form section 1, after can constituting one and reinforcing
Pillar sectional dimension identical is square.
Described bolt hole 12 is recessed notch cuttype, is provided with pre-embedded steel slab around the template around aperture.
Capital moulding plate node 2, including common capital template 21, pours with capital template 22, described common capital template 21
L shape is with capital template 22 with pouring, common capital template 21 and pour with two side edge lengths of capital template 22 with
After reinforcing, the length of side of pillar is identical, can constitute after docking one with reinforce after pillar sectional dimension identical it is square；Pouring use
A side in capital template 22 is provided with plug hole 24, and hole sealing plate 23 is adapted with plug hole 24.
The common capital template 21 and pour with capital template 22, be all provided with two side and can pass perpendicularly through
The bolt hole of layer and two fastening bolts 3 of lower floor, wherein：It is described to pour with capital template 22, do not set on the side of plug hole 24
Bolt hole 25 located at the side the centre of form at, be lower floor's bolt hole 25；The bolt hole being provided with the side of plug hole 24 is located at
On the position of form center of hole sealing plate 23, it is upper strata bolt hole 26；Bolt hole on described 21 two sides of common capital template with pour
Build corresponding with the bolt hole in capital template 22, to ensure that the fastening bolt 3 of upper and lower two-layer is passed through.
Described fastening bolt 3, including bolt mobile jib 31, interior fastening nut 32, limit screw cap 33, outer fastening nut 34.
Described 31 two ends of bolt mobile jib are provided with screw thread, the screw thread and interior fastening nut 32, limit screw cap 33, outer fastening spiral shell
Cap 34 is matched.
Described 31 outermost end center of bolt mobile jib is provided with benefit slurry mouth 311, in limit screw cap 33 and interior fastening nut 32
Between section be arranged with 6 rings and mend slurry holes 312；31 outermost end of bolt mobile jib is provided with UNICOM to the center of bolt mobile jib 31
Duct, to connect mend slurry mouth 311 and ring mend slurry hole 312；
Described interior fastening nut 32, in the most inner side of bolt mobile jib 31, two side ends respectively arrange one, including main fastening spiral shell
Cap 321, the nut edge of a wing 322 and saturating slurry hole 323, fastening bolt 3 are fixed on original by main fastening nut 321 and the nut edge of a wing 322
Have on pillar, setting 6,12 saturating slurry holes 323 are respectively symmetrically on main fastening nut 321 and the nut edge of a wing 322, along bolt
31 direction UNICOM of mobile jib, can make the cement mortar in follow-up construction be passed into the bolt hole in former pillar, fill bolt master
Hole on the outside of bar 31, further reinforces pillar.
Described limit screw cap 33, two side ends respectively arrange one, and limit screw cap 33 is located at the outside of interior fastening nut 32, lead to
Cross limit screw cap 33 can accurately limitation standard moulding plate node 1 and capital moulding plate node 2 installation site.
Described outer fastening nut 34, two side ends respectively arrange one, and outer fastening nut 34 is located at outermost, and its thickness is with
The ladder molded dimension matching in concave head bolt hole 12, can accurately control the position of standard form section 1 and capital moulding plate node 2 after installing fastening
Put, it is ensured that the sectional dimension of cylinder after reinforcing.
Described connection plate 4, is rectangular steel plates, 11 Corresponding matching of splicing hole at its size and 1 two ends of standard form section.
When two standard form sections 1 are docked, connection plate 4 is in inside splicing hole 11, plays Primary Location and fastening effect.
The thickness of described standard form section 1 and capital moulding plate node 2 is 0.5cm～1.0cm, preferred 0.6cm.Master die
The single-unit height of plate section 1 and capital moulding plate node 2, between 0.2m～0.4m, preferred 0.3m.
The construction method of this utility model Split form is illustrated below in conjunction with specific embodiment：
If：The pillar height 3.0m for needing reinforcement, sectional dimension are 400mm × 400mm；It is highly constant after reinforcing, section
Dimension enlargement is 500mm × 500mm；Standard form section 1 and the capital template of a height 0.3m of the template by 9 height 0.3m
Save 2 assembled.Template thickness is 0.6cm, and the square length of side formed after formwork is 500mm.Plug hole 24 is located at and pours
With the upper limb center of capital template 22, port size is width 200mm × high 150m.Using microdilatancy pea gravel concreten.
A kind of construction method for reinforcing the Split form of square section pile of the present embodiment, comprises the steps：
The first step, it would be desirable to the pillar removing surface of reinforcing, installs longitudinal reinforcement and stirrup by Design of Reinforcement requirement；
Second step, according to construction requirement, calculates the position of the fastening bolt 3 on pillar, and auger shell keyhole, adjacent bolt hole
It is mutually perpendicular to, diameter of the bore dia slightly larger than bolt mobile jib 31；Capital end need to be drilled with the mutually perpendicular bolt hole of two rows, i.e., right
Should be in lower floor's bolt hole 25 of capital moulding plate node 2 and upper strata bolt hole 26；
It is computed, with post bottom surface absolute altitude as 0.00m, 1 corresponding bolt duct absolute altitude of standard form section is from bottom to top successively
For 0.15m, 0.45m, 0.75m, 1.05m, 1.35m, 1.65m, 1.95m, 2.25m, 2.55m, 2 corresponding bolt of capital moulding plate node
Hole absolute altitude is followed successively by 2.85m, 2.925m from bottom to top, and wherein odd indexed duct and even number sequence number duct is orthogonal, 2.85m
The duct at place corresponds to lower floor's bolt hole 25, and the duct at 2.925m corresponds to upper strata bolt hole 26.
3rd step, from the beginning of post bottom, the installation bolt mobile jib 31 on the bolt hole of pillar is screwed on successively at its two ends interior tight
Gu nut 32 and limit screw cap 33, make bolt mobile jib 31 closely be connected with former pillar by fastening nut 32 in adjustment, by adjusting
Whole two limit screw caps 33 thereon determine the locus of standard form section 1；
4th step, installs the standard form section 1 of pillar two sides, makes bolt mobile jib 31 through the bolt of standard form section 1
Hole 12, and connected both sides standard forms section 1 preliminary by connecting plate 4 so that the matching of splicing hole 11 is combined；Fastening spiral shell is installed
The outer fastening nut 34 of bolt 3, tightening makes the standard form section 1 of both sides fix and combine closely；
5th step, repeats the 3rd step～the 4th step, docks assembled standard form section 1 from the bottom up successively, until topmost
The position of capital moulding plate node 2, the installation direction of the adjacent two-layer standard form section 1 of short transverse and the spiro keyhole position of pillar preboring
Matching is put, i.e., adjacent two-layer mounting surface direction is mutually perpendicular to；
6th step, installs two bolt mobile jibs 31 of capital position successively, is each passed through two row of capital end mutually perpendicular
Bolt hole, and screw on successively interior fastening nut 32 and limit screw cap 33 at its two ends；
7th step, installs common capital template 21 and pours with capital template 22, make two bolt mobile jibs of capital position
31 are each passed through lower floor's bolt hole 25 and upper strata bolt hole 26, install 25 corresponding two outer fastening nuts 34 of lower floor's bolt hole,
And tighten the common capital template 21 of fixation and pour with 22 position of capital template；
8th step, pours microdilatancy pea gravel concreten vibration compacting from concrete plug hole 24；
9th step, adjusts the position of the corresponding interior fastening nut 32 of upper strata bolt hole 26 and limit screw cap 33 at plug hole 24
Put, hole sealing plate 23 is installed on bolt mobile jib 31, corresponding outer fastening nut 34 is installed, fixed hole sealing plate 23 is tightened；
Tenth step, from high pressure water injection slurry liquid at the benefit slurry mouth of fastening bolt outer end, mending slurry mouth when the upside closed on has water
Stop the benefit slurry at fastening bolt when mud is emerged；Start along fastening bolt one by one upwards until top from bottom of the pillar.
11st step, processes all outer fastening nuts 34, is covered with ornament materials.
Claims (8)
1. a kind of Split form for reinforcing square section pile, it is characterised in that include：Standard form section, capital template
Section, fastening bolt, connection plate, described standard form section, capital moulding plate node are all mixed using the precast light with recessed section
The test block of solidifying soil is assembled, and the section after standard form section, the assembly of capital moulding plate node is identical with pillar sectional dimension after reinforcing, mark
Connected by fastening bolt between quasi- moulding plate node, capital moulding plate node and pillar.
2. a kind of Split form for reinforcing square section pile according to claim 1, it is characterised in that：Described
Standard form section, is concave cross section, is provided with splicing hole at recess two ends, and two standard form sections are by connecting plate with splicing
Hole, composition one with reinforcing after pillar sectional dimension identical it is square.
3. a kind of Split form for reinforcing square section pile according to claim 1, it is characterised in that：Described
Standard form section, recess two ends are equipped with three splicing holes；A bolt hole, bolt hole are provided with the middle of the dorsal part of standard form section
For being connected with fastening bolt；The long edge lengths of dorsal part of standard form section with reinforce after pillar the length of side it is identical, its both sides it is short
Edge lengths are equal to 1/2nd of the pillar length of side after reinforcing.
4. a kind of Split form for reinforcing square section pile according to claim 1, it is characterised in that：The post
Top template section, including common capital template, pour and use capital template, described common capital template and pours equal with capital template
For L shape, common capital template and, docking identical with the length of side of pillar after reinforcing with two side edge lengths of capital template is poured
After can constitute one with reinforce after pillar sectional dimension identical it is square, poured with being provided with the side in capital template pouring
Orifice, hole sealing plate are adapted with plug hole.
5. a kind of Split form for reinforcing square section pile according to claim 4, it is characterised in that：It is described general
Through post top template uses capital template with pouring, and is all provided with and can pass perpendicularly through the fastening spiral shell of the upper and lower two on two side
The bolt hole of bolt, wherein：Described pouring uses capital template, does not set the centre of form of the bolt hole on the side of plug hole located at the side
Place, is lower floor's bolt hole；The bolt hole on the side of plug hole is provided with the position of form center of hole sealing plate, is upper strata bolt
Hole；Bolt hole on described two sides of common capital template with pour it is corresponding with the bolt hole in capital template.
6. a kind of Split form for reinforcing square section pile according to claim 5, it is characterised in that：Described
Bolt hole is recessed notch cuttype.
7. a kind of Split form for reinforcing square section pile according to claim 1, it is characterised in that：Described
Fastening bolt, including bolt mobile jib, interior fastening nut, limit screw cap, outer fastening nut, bolt mobile jib two ends are provided with screw thread, should
Screw thread is matched with interior fastening nut, limit screw cap, outer fastening nut；
Bolt mobile jib outermost end center is provided with benefit slurry mouth, and between limit screw cap and interior fastening nut, section is arranged with 6
Ring mends slurry hole；Bolt mobile jib outermost end is provided with the duct of UNICOM to the center of bolt mobile jib, mends slurry mouth and ring to connect
Hole is starched to mending；
Interior fastening nut is located at the most inner side of bolt mobile jib, and two side ends respectively arrange one, including main fastening nut, the nut edge of a wing and
Hole is starched thoroughly, fastening bolt is fixed on pillar by main fastening nut and the nut edge of a wing, on main fastening nut and the nut edge of a wing
Setting 6,12 saturating slurry holes are respectively symmetrically, along bolt mobile jib direction UNICOM, wear can the cement mortar in follow-up construction
Cross into the bolt hole in former pillar, fill the hole on the outside of bolt mobile jib, further reinforce pillar；
Limit screw cap is located at the outside of interior fastening nut, and two side ends respectively arrange one, can accurately limit mark by limit screw cap
The installation site of quasi- moulding plate node and capital moulding plate node；
Outer fastening nut is located at the outside of limit screw cap, and two side ends respectively arrange one, and outer fastening nut is matched with bolt hole, peace
The position of standard form section and capital moulding plate node can be accurately controlled after loading admittedly, it is ensured that the sectional dimension of cylinder after reinforcing.
8. a kind of Split form for reinforcing square section pile according to claim 1, it is characterised in that：Described
Single-unit height of the thickness of standard form section and capital moulding plate node for 0.5cm～1.0cm, standard form section and capital moulding plate node,
For between 0.2m～0.4m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620928923.8U CN206071090U (en) | 2016-08-23 | 2016-08-23 | A kind of Split form for reinforcing square section pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620928923.8U CN206071090U (en) | 2016-08-23 | 2016-08-23 | A kind of Split form for reinforcing square section pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206071090U true CN206071090U (en) | 2017-04-05 |
Family
ID=58431438
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620928923.8U Expired - Fee Related CN206071090U (en) | 2016-08-23 | 2016-08-23 | A kind of Split form for reinforcing square section pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206071090U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121269A (en) * | 2016-08-23 | 2016-11-16 | 绍兴文理学院 | A kind of Split form for reinforcing square section pile and construction method thereof |
| CN108035439A (en) * | 2017-12-18 | 2018-05-15 | 湘潭大学 | A kind of rapid coagulation soil assembling type node and its construction method |
-
2016
- 2016-08-23 CN CN201620928923.8U patent/CN206071090U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121269A (en) * | 2016-08-23 | 2016-11-16 | 绍兴文理学院 | A kind of Split form for reinforcing square section pile and construction method thereof |
| CN106121269B (en) * | 2016-08-23 | 2018-08-14 | 绍兴文理学院 | A kind of construction method for reinforcing the Split form of square section pile |
| CN108035439A (en) * | 2017-12-18 | 2018-05-15 | 湘潭大学 | A kind of rapid coagulation soil assembling type node and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104294753B (en) | A kind of hollow pier stud syndeton of bridge prefabrication and construction | |
| CN103452350B (en) | Assembling electronic workshop and construction method thereof | |
| CN106638313A (en) | Large-scale bent cap semi-prefabrication construction technical method | |
| CN204249054U (en) | A kind of making mould of concrete prefabricated inspection shaft | |
| CN104963289A (en) | Integral one-time pouring construction method of large-volume concrete for special-shaped pier stud | |
| CN111456256A (en) | Reinforced concrete prefabricated column type steel connecting joint and connecting method | |
| TW323310B (en) | ||
| CN206071090U (en) | A kind of Split form for reinforcing square section pile | |
| CN107806019A (en) | Large-span suspension bridge gate Sarasota construction method | |
| CN108385869B (en) | Construction method using wall unit for superposed shear wall | |
| CN112575886A (en) | Low-level and multi-level fully-prefabricated assembled concrete structure and design, production and installation method | |
| CN110005200B (en) | Construction process for concrete pouring compaction of horizontal hidden beam | |
| CN111958815A (en) | Separated prefabricated prestressed concrete slab stair and production process thereof | |
| CN104153573B (en) | V-type cylinder concrete pour mould and construction method | |
| CN109989339B (en) | Prefabricated segment pier and application thereof in bridge construction | |
| CN103938871A (en) | Method for constructing concrete-filled steel tube column and bonded prestressed frame beam structure adopting reinforced concrete ring beam joints | |
| CN113718753A (en) | Anchorage underground diaphragm wall foundation assembled type mid-partition wall and construction method | |
| CN103741944B (en) | Fixation kit, template system containing this fixation kit and body of wall casting method | |
| KR20070023274A (en) | PC Integrating Construction Method of an Underground Parking Lot and PC Column-Beam Joint System for Long Span PC Beam therein | |
| CN106121269B (en) | A kind of construction method for reinforcing the Split form of square section pile | |
| CN110468723B (en) | Installation and construction method for wrapping steel plate outside main pier of swivel bridge | |
| CN210507502U (en) | Prefabricated assembled concrete slab bed structure | |
| CN108978699B (en) | Land integral prefabricated bearing platform and production and installation method thereof | |
| CN208039628U (en) | Cast-in-place bean column node precast beam reinforced bar connects half grout sleeve component | |
| CN215166455U (en) | Low, multi-layer fully prefabricated assembled concrete structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170405 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |