CN206538910U - The curtain wall construction column template reinforcement system of horn mouth formula - Google Patents
The curtain wall construction column template reinforcement system of horn mouth formula Download PDFInfo
- Publication number
- CN206538910U CN206538910U CN201720172112.4U CN201720172112U CN206538910U CN 206538910 U CN206538910 U CN 206538910U CN 201720172112 U CN201720172112 U CN 201720172112U CN 206538910 U CN206538910 U CN 206538910U
- Authority
- CN
- China
- Prior art keywords
- template
- column template
- construction column
- curtain wall
- construction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 105
- 230000002787 reinforcement Effects 0.000 title claims abstract description 25
- 238000005266 casting Methods 0.000 claims abstract description 25
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 19
- 239000003795 chemical substances by application Substances 0.000 claims description 8
- 230000001046 anti-mould Effects 0.000 claims description 7
- 239000002546 antimould Substances 0.000 claims description 7
- 238000005516 engineering process Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 238000009415 formwork Methods 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000004048 modification Effects 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
- 230000008859 change Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 238000011002 quantification Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a kind of curtain wall construction column template reinforcement system of horn mouth formula, it includes：Constructional column reinforcing bar, is connected to built agent structure floor gap；Column template is constructed, encloses and is fixed between the outside of the constructional column reinforcing bar, and the construction column template of contraposition setting by Screw arbor with nut at both-ends drawknot, concrete casting mouth is reserved with the top of the construction column template；Loudspeaker mouth template, at the concrete casting mouth of the construction column template.The utility model reinforces Lin Bianmuqiang construction column template using Screw arbor with nut at both-ends drawknot, improves the steadiness of construction column template；By reserving concrete casting mouth at the top of construction column template and setting loudspeaker mouth template, the concrete pouring construction of Lin Bianmuqiang constructional column can be easy to carry out in built floor, working security is improved, and concrete can be easy to trickle, Constructional Col-umn Construction efficiency is improved.
Description
Technical field
The utility model is related to curtain wall construction field, more particularly to a kind of horn mouth formula curtain wall construction column template reinforcing body
System.
Background technology
At present, increasing with super high rise structure, is largely designed as considering constructional appearance, outside vertical surface of building is designed
Into decorative covers such as glass curtain walls, its construction needs to set power transmission point in the structure, due to general high-rise building concrete strength
Grade design is higher, and curtain wall power transmission point positional structure is arranged to the concrete of low grade from saving cost consideration, caused
Concrete can not be poured together with agent structure herein, and then occur in that the secondary construction technology poured of curtain wall construction post, and curtain
Wall construction post is respectively positioned on structure outer edge, and construction herein has larger potential safety hazard.
Utility model content
In order to solve above-mentioned and other potential technical problems, the utility model provides a kind of curtain of horn mouth formula
Wall construction column template reinforcement system, the potential safety hazard of formwork reinforcement when it efficiently solves the secondary construction of curtain wall construction post, is improved
Efficiency of construction, can be revolving while having, cost-effective.
To realize above-mentioned technique effect, the utility model provides a kind of curtain wall construction column template reinforcing body of horn mouth formula
System, it includes：
Constructional column reinforcing bar, is connected to built agent structure floor gap；
Column template is constructed, encloses and passes through between the outside of the constructional column reinforcing bar, and the construction column template of contraposition setting
Screw arbor with nut at both-ends drawknot is fixed, and concrete casting mouth is reserved with the top of the construction column template；
Loudspeaker mouth template, at the concrete casting mouth of the construction column template.
The utility model, which is further improved, to be, the curtain wall construction column template reinforcement system of the horn mouth formula also includes
The anti-mould template that rises, the anti-mould template-setup that rises is in the bottom of the construction column template and fits in lower floor's agent structure.
The utility model, which is further improved, to be, the horn mouth module includes backboard and side plate, and the backboard is outside
The back side for the construction column template being obliquely arranged at the concrete casting mouth, the side plate is fixedly connected on the back of the body
Between the construction column template at the both sides of plate and the concrete casting mouth.
The utility model, which is further improved, to be, the back side of the construction column template is additionally provided with bracketing in the horn mouth
The bracketing cushion block of the lower section of the backboard of template.
The utility model, which is further improved, to be, the back side of the construction column template is provided with multiple tracks vertical keel and multiple tracks
Lateral keel, the vertical keel is fixed on the back side of the construction column template, and the lateral keel passes through the Screw arbor with nut at both-ends
Drawknot is fixed on the outside of the vertical keel.
The utility model, which is further improved, to be, the bottom supporting of the bracketing cushion block is in the described vertical of correspondence position
The top of keel.
The utility model, which is further improved, to be, the bottom supporting of the bracketing cushion block is in the transverse direction of correspondence position
The top of keel.
The utility model, which is further improved, to be, lateral keel described in per pass includes two horizontal flitches, described pair of drawing
Screw rod is arranged between two horizontal flitches, and the Screw arbor with nut at both-ends is provided with mountain type card, and the mountain type card is pressed against two
The outside of horizontal flitch described in root.
The utility model, which is further improved, to be, the construction column template is arranged at the constructional column reinforcing bar including contraposition
The inner side template and outboard template of both sides, the concrete casting mouth are opened in the top of the outboard template.
The utility model, which is further improved, to be, the head clearance of the construction column template is provided with multiple coagulations
Soil pours mouth.
The utility model makes it have following beneficial effect as a result of above technical scheme：
(1) Lin Bianmuqiang construction column template is reinforced using Screw arbor with nut at both-ends drawknot, the steadiness of construction column template is improved.
(2) by reserving concrete casting mouth at the top of construction column template and setting loudspeaker mouth template, it can be easy to
The concrete pouring construction of Lin Bianmuqiang constructional column is carried out in the floor built up, working security is improved；And it can be easy to mix
Solidifying soil trickling, improves Constructional Col-umn Construction efficiency.
(3) construction column template, lateral keel and vertical keel etc. are all the common common used materials in job site, and are easily installed
And dismounting, stock utilization can be improved.
Brief description of the drawings
, below will be to needed for embodiment description in order to illustrate more clearly of the technical scheme in the utility model embodiment
The accompanying drawing to be used is briefly described, it should be apparent that, drawings in the following description are only some realities of the present utility model
Example is applied, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to these accompanying drawings
Obtain other accompanying drawings.
Fig. 1 be the utility model embodiment in horn mouth formula curtain wall construction column template reinforcement system structural representation
Figure.
Fig. 2 be the utility model embodiment in horn mouth formula curtain wall construction column template reinforcement system loudspeaker mouth template
Inner side schematic diagram.
Fig. 3 be the utility model embodiment in horn mouth formula curtain wall construction column template reinforcement system loudspeaker mouth template
Outside schematic diagram.
Embodiment
Illustrate embodiment of the present utility model below by way of specific instantiation, those skilled in the art can be by this theory
Content disclosed by bright book understands other advantages of the present utility model and effect easily.The utility model can also be by addition
Different embodiments are embodied or practiced, and the various details in this specification can also be based on different viewpoints with answering
With, without departing from it is of the present utility model spirit under carry out various modifications or alterations.
It should be noted that structure, ratio, size depicted in this specification institute accompanying drawings etc., only to coordinate
Content disclosed in bright book, so that those skilled in the art is understood with reading, being not limited to the utility model can implement
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
In the case where not influenceing the utility model effect that can be generated and the purpose that can reach, all should still it fall disclosed in the utility model
Technology contents obtain and can cover in the range of.Meanwhile, in this specification it is cited as " on ", " under ", "left", "right", " in
Between " and " one " etc. term, be merely convenient to understanding for narration, and be not used to limit the enforceable scope of the utility model, its
Relativeness is altered or modified, under without essence change technology contents, when being also considered as the enforceable category of the utility model.
The purpose of this utility model is to provide the formwork reinforcement system of a kind of " horn mouth formula " and its is facing tormentor wall construction
Application in post, its technique is simple, easy to operate.
Below in conjunction with the accompanying drawings and specific embodiment is described in further details to the utility model.
First, as shown in fig.1, providing a kind of curtain wall construction column template of horn mouth formula in the utility model embodiment
Reinforcement system, it mainly includes constructional column reinforcing bar, construction column template 11 and loudspeaker mouth template 12.Wherein, constructional column reinforcing bar passes through
The mode of colligation is connected to built agent structure floor gap, in the present embodiment, and curtain wall construction post to be onstructed is to face side
The pillar structure of curtain wall, its bottom is arranged on the concrete windowsill 21 of lower floor's agent structure, and its top is connected to upper strata master
The bottom of the concrete windowsill of body structure, in traditional construction, because this faces tormentor wall construction post positioned at line position outside structure,
There is larger potential safety hazard during construction, and need to set up substantial amounts of outside scaffolding come the outboard template at the position of constructing, manpower
Material resources expend more and efficiency of construction slowly, and final product quality cannot also be ensured.
The utility model is used sets constructional column reinforcing bar by the floor gap up and down for the agent structure built up, then by structure
Make column template 11 and enclose the casting space that the concreting for constructional column is formed located at the outside of constructional column reinforcing bar, meanwhile, will be right
Fixed between the construction column template 11 that position is set by the drawknot of Screw arbor with nut at both-ends 13, so that construction column template 11 be fixedly mounted in
The outside of constructional column reinforcing bar, the colligation of post reinforcing bar is just may be configured in built floor structure and column template 11 is constructed
Install, easy construction and safety.
Further, it is reserved with concrete casting mouth 14 at the top of construction column template 11.The opening of loudspeaker mouth template 12 court
On, at the concrete casting mouth 14 at construction column template 11 top, so as to along loudspeaker mouth template 12 to construction column template 11
Enclose and set casting concrete in the constructional column concreting space to be formed, to complete Lin Bianmuqiang Constructional Col-umn Construction.
Construction column template 11 includes inner side template 111 and outboard template that contraposition is arranged at the constructional column reinforcing bar both sides
112, fixed between the inner side template 111 and the outboard template 112 by the drawknot of Screw arbor with nut at both-ends 13, the inner side template 111 and should
Outboard template 112 uses wood glue plate, and thickness is about 15mm, aligns and opens up in the inner side template 111 and the outboard template 112
Screw hole, so that Screw arbor with nut at both-ends 13 is arranged in inner side template 111 and outboard template that drawknot after the screw hole of contraposition fixes both sides
112.Construction column template 11 also includes contraposition and is arranged at the Side Templates of constructional column end positions to be onstructed, the Side Template at two ends it
Between equally can by Screw arbor with nut at both-ends carry out drawknot fix.
Concrete casting mouth 14 is arranged at the top of the outboard template 112 in construction column template 11, in outboard template 112
Head clearance is provided with multiple concrete casting mouths 14, and each concrete casting mouth 14 and respectively sets one group of loudspeaker mouth template
12.The making of loudspeaker mouth template 12 should set 1 loudspeaker according to constructional column width quantification generally according to constructional column wide every 1m
Mouth template 12, the width of loudspeaker mouth template 12 is about 400mm.
Wherein, coordinate shown in Fig. 2 and Fig. 3, horn mouth module 12 includes backboard 121 and is arranged at the two of the both sides of backboard 121
Side plate 122, backboard 141 is obliquely outward arranged at the back side of the outboard template 112 at concrete casting mouth, and biside plate 122 is consolidated
Surely it is connected between the outboard template 112 at the both sides of backboard 121 and concrete casting mouth.The backboard 121 of horn mouth module 12
And further fixed between the outboard template 112 of side plate 122 and construction column template 11 using steel nail.Further, loudspeaker mouth mold
The side plate 122 of plate 12 should construct column template outboard template 122 between connecting length be not less than 100mm, to ensure side plate
122 are connected firmly, and are difficult to drop.
As shown in figure 3, the back side of the outboard template 112 of construction column template is additionally provided with bracketing in the backboard of loudspeaker mouth template 12
The bracketing cushion block 123 of 121 lower section, the bracketing cushion block 123 can use transversely strengthening flitch, using steel nail by transversely strengthening flitch
The back side of outboard template 112 is fixed on, bottom bracketing is carried out to backboard 121 using the transversely strengthening flitch, to strengthen backboard 121
Structural strength.In the present embodiment, into the slope angle not less than 45 ° between backboard 121 and outboard template, concrete stream can be easy to
Drop down, improve Constructional Col-umn Construction efficiency.
The curtain wall construction column template reinforcement system of horn mouth formula in embodiment of the present utility model also includes the anti-mould mould that rises
Plate 15, the anti-mould template 15 that rises is arranged at the inner side template of construction column template and the bottom of outboard template and fits in lower layer main body
The side of the concrete windowsill 21 of structure, the anti-mould template 15 that rises can be fixed on inner side by the way of Screw arbor with nut at both-ends or steel nail connection
The outside of template and outboard template, and make the bottom of the anti-mould template 15 that rises, at least half is pressed in the concrete of lower floor's main body mechanism
The side of windowsill 21, to ensure when pouring constructional column concrete, inner side template and outboard template will not occur bottom and outwards rise
The situation of mould, it is ensured that constructional column Forming Quality.
Further, multiple tracks vertical keel 161 and multiple tracks lateral keel 162 are provided with the back side of construction column template 11, it is many
Road vertical keel 161 is respectively fixed on the back side of construction column template 11 using gluing or steel nail, and multiple tracks lateral keel 162 passes through
The drawknot of Screw arbor with nut at both-ends 13 is fixed on the outside of vertical keel 162.Wherein, per pass lateral keel 162 includes two horizontal flitches, right
Screw rod 13 is drawn to be arranged between two horizontal flitches, and Screw arbor with nut at both-ends 13 is provided with mountain type card (not showing mountain type card in figure), mountain
Type card is the fastener for the Screw arbor with nut at both-ends commonly used, and the mode being connected through a screw thread is screwed together on Screw arbor with nut at both-ends, is generally mated double steel
Pipe comes fixed form and its keel back cord.The outside for two horizontal flitches that the mountain type card is pressed against in per pass lateral keel 162,
So as to which lateral keel drawknot to be fixed on to the back side of construction column template, with reference to vertical keel, construction column template is played added together
Gu effect.As described in Figure 1, not only can be by setting above-mentioned transverse direction in the inner side template of construction column template and the back side of outboard template
Keel and vertical keel, can also be by being also provided with horizontal dragon to carry out formwork reinforcement on the outside of two Side Templates of construction column template
Bone and vertical keel carry out formwork reinforcement, and Screw arbor with nut at both-ends drawknot is fixed between the lateral keel on the outside of two Side Templates, to rise
The effect of two Side Templates is fixed to drawknot so that the entirety of construction column template is all reinforced.
Wherein, the bottom supporting of the bracketing cushion block 123 of the bottom of loudspeaker mouth template 12 is in the vertical keel 161 of correspondence position
Top, or, the bottom supporting of bracketing cushion block 123, specifically can be according to correspondence position in the top of the lateral keel 162 of correspondence position
The lateral keel 162 put and the facilities of vertical keel 161 are designed, if being provided with horizontal dragon at bracketing cushion block 123 just
Bone 162, then by the bracketing of lateral keel 162 in the lower section of bracketing cushion block 123, if without lateral keel 162, by the vertical of the position
Keel 161 extend upwardly to the bottom of bracketing cushion block 123 and reinforced to do further bracketing to bracketing cushion block 123, so as to improve support
Pad block 123 is to the bracketing intensity of loudspeaker mouth template 12, to prevent horn mouth template 12 from occurring what is broken in placing concrete
Situation.
The curtain wall construction column template of the horn mouth formula in above-described embodiment of the present utility model is reinforced below in conjunction with the accompanying drawings
The construction technology of system is specifically described.
After the completion of main structure construction, colligation constructional column reinforcing bar, in ground and polycrystalline substance after constructional column reinforcing bar colligation
Beam puts constructional column positioning sideline, installation constitution column template well.
Wherein, construction column template is in a pre-installation according to design requirement dimensioned inner side template, outboard template and two ends mould
Plate, template 100mm longer than actual configuration column length processes vertical keel and lateral keel according to template length, first will be vertical
Keel, in one, determine horn mouth template number with according to constructional column width size, bolt hole are opened in template with template assembly,
After holding successfully, die head is hung up properly with rope, lifts and installs on constructional column upper strata, is reinforced after spelling with Screw arbor with nut at both-ends, and
Template Location and perpendicularity are determined according to structure positioning line, horn mouth is passed through from a upper floor when pouring constructional column concrete
Template is poured downwards, and after form removal after concrete formation, horn mouth position concrete is rejected to structural plane.
The utility model proposes " horn mouth formula " formwork reinforcement system and its application in tormentor wall construction post is faced
Cost-effective with can be revolving, while improving the security for facing the construction of tormentor wall construction post, it specifically also has with following
Beneficial effect：
(1) Lin Bianmuqiang construction column template is reinforced using Screw arbor with nut at both-ends drawknot, the steadiness of construction column template is improved.
(2) by reserving concrete casting mouth at the top of construction column template and setting loudspeaker mouth template, it can be easy to
The concrete pouring construction of Lin Bianmuqiang constructional column is carried out in the floor built up, working security is improved；And it can be easy to mix
Solidifying soil trickling, improves Constructional Col-umn Construction efficiency.
(3) construction column template, lateral keel and vertical keel etc. are all the common common used materials in job site, and are easily installed
And dismounting, stock utilization can be improved.
Described above is only preferred embodiment of the present utility model, not does any formal to the utility model
Limitation, although the utility model is disclosed above with preferred embodiment, but is not limited to the utility model, it is any to be familiar with
Professional and technical personnel, in the range of technical solutions of the utility model are not departed from, when in the technology using the disclosure above
Hold the equivalent embodiment made a little change or be modified to equivalent variations, as long as without departing from technical solutions of the utility model
Hold, any simple modification, equivalent variations and the modification made according to technical spirit of the present utility model to above example, still
Belong in the range of technical solutions of the utility model.
Claims (10)
1. a kind of curtain wall construction column template reinforcement system of horn mouth formula, it is characterised in that including：
Constructional column reinforcing bar, is connected to built agent structure floor gap；
Column template is constructed, is enclosed between the outside of the constructional column reinforcing bar, and the construction column template of contraposition setting by drawing
Screw rod drawknot is fixed, and concrete casting mouth is reserved with the top of the construction column template；
Loudspeaker mouth template, at the concrete casting mouth of the construction column template.
2. the curtain wall construction column template reinforcement system of horn mouth formula as claimed in claim 1, it is characterised in that：Also include anti-rise
Mould template, the anti-mould template-setup that rises is in the bottom of the construction column template and fits in lower floor's agent structure.
3. the curtain wall construction column template reinforcement system of horn mouth formula as claimed in claim 1, it is characterised in that：The horn mouth
Module includes backboard and side plate, and the backboard is obliquely outward arranged at the construction column template at the concrete casting mouth
The back side, the side plate be fixedly connected on the construction column template at the both sides of the backboard and the concrete casting mouth it
Between.
4. the curtain wall construction column template reinforcement system of horn mouth formula as claimed in claim 3, it is characterised in that：The constructional column
The back side of template is additionally provided with bracketing in the bracketing cushion block of the lower section of the backboard of the loudspeaker mouth template.
5. the curtain wall construction column template reinforcement system of horn mouth formula as claimed in claim 4, it is characterised in that：The constructional column
The back side of template is provided with multiple tracks vertical keel and multiple tracks lateral keel, and the vertical keel is fixed on the back of the body of the construction column template
Face, the lateral keel is fixed on the outside of the vertical keel by the Screw arbor with nut at both-ends drawknot.
6. the curtain wall construction column template reinforcement system of horn mouth formula as claimed in claim 5, it is characterised in that：The bracketing pad
The bottom supporting of block is in the top of the vertical keel of correspondence position.
7. the curtain wall construction column template reinforcement system of horn mouth formula as claimed in claim 5, it is characterised in that：The bracketing pad
The bottom supporting of block is in the top of the lateral keel of correspondence position.
8. the curtain wall construction column template reinforcement system of horn mouth formula as claimed in claim 5, it is characterised in that：It is horizontal described in per pass
Include two horizontal flitches to keel, the Screw arbor with nut at both-ends is arranged between two horizontal flitches, and the Screw arbor with nut at both-ends
Mountain type card is provided with, the mountain type card is pressed against the outside of two horizontal flitches.
9. the curtain wall construction column template reinforcement system of horn mouth formula as claimed in claim 1, it is characterised in that：The constructional column
Template includes the inner side template and outboard template that contraposition is arranged at the constructional column reinforcing bar both sides, and the concrete casting mouth is opened up
In the top of the outboard template.
10. the curtain wall construction column template reinforcement system of horn mouth formula as claimed in claim 1, it is characterised in that：The construction
The head clearance of column template is provided with multiple concrete casting mouths.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720172112.4U CN206538910U (en) | 2017-02-24 | 2017-02-24 | The curtain wall construction column template reinforcement system of horn mouth formula |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720172112.4U CN206538910U (en) | 2017-02-24 | 2017-02-24 | The curtain wall construction column template reinforcement system of horn mouth formula |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206538910U true CN206538910U (en) | 2017-10-03 |
Family
ID=59949232
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720172112.4U Expired - Fee Related CN206538910U (en) | 2017-02-24 | 2017-02-24 | The curtain wall construction column template reinforcement system of horn mouth formula |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206538910U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110295539A (en) * | 2019-07-30 | 2019-10-01 | 中铁二十一局集团第五工程有限公司 | A kind of high thin-wall reinforced concrete structure and construction method of overturn-preventing |
| CN113668844A (en) * | 2021-08-18 | 2021-11-19 | 廉江市第三建筑工程有限公司 | Construction method of novel combined wood formwork system of shear wall |
| CN114922385A (en) * | 2022-07-18 | 2022-08-19 | 山东天齐置业集团股份有限公司 | Column type elevator guide rail fixing structure and construction method |
-
2017
- 2017-02-24 CN CN201720172112.4U patent/CN206538910U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110295539A (en) * | 2019-07-30 | 2019-10-01 | 中铁二十一局集团第五工程有限公司 | A kind of high thin-wall reinforced concrete structure and construction method of overturn-preventing |
| CN113668844A (en) * | 2021-08-18 | 2021-11-19 | 廉江市第三建筑工程有限公司 | Construction method of novel combined wood formwork system of shear wall |
| CN114922385A (en) * | 2022-07-18 | 2022-08-19 | 山东天齐置业集团股份有限公司 | Column type elevator guide rail fixing structure and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103114681B (en) | High-altitude long-span reinforced concrete beam treat pouring structure | |
| CN206538910U (en) | The curtain wall construction column template reinforcement system of horn mouth formula | |
| CN209585294U (en) | A kind of tower crane attachment pre-embedded device based on aluminum dipping form construction | |
| CN105155836B (en) | Aluminum alloy mould plate for building and its using method | |
| CN101761232A (en) | Construction technology of large-scale fair-faced concrete cylindrical structural part with paper tube template | |
| CN113482312A (en) | Guide type double-layer structure elevator shaft operating platform and construction method based on platform | |
| CN205364148U (en) | PC track beam mold | |
| CN207003460U (en) | Formula precast caisson core easy to install | |
| CN209429263U (en) | A kind of prefabricated column connected node fixing templates | |
| CN105155838B (en) | A kind of quick detachable high-strength building formwork | |
| CN201567784U (en) | City elevated collision-preventing wall formwork and scaffold combination device | |
| CN110453689A (en) | A kind of physa hole inwall template construction system and construction method | |
| CN109296196A (en) | A kind of cylinder connect formwork reinforcement structure and its reinforcement means with shear wall | |
| CN207392752U (en) | For preventing the constructing device of grout leakage of formwork root | |
| CN208267410U (en) | A kind of reconstruction structure of old building | |
| CN208934250U (en) | A kind of assembled exempts to tear round beam column concrete blinding open | |
| CN209384636U (en) | A kind of cylinder connect formwork reinforcement structure with shear wall | |
| CN207499155U (en) | The Core Walls Structure formwork erecting structure of built-in reinforcing bar | |
| CN205894678U (en) | Steel wood convolution stair reinforcement template of marking time | |
| CN207513153U (en) | The beam column cast-in-place node dedicated aluminium alloy template of assembly concrete frame structure | |
| CN205822778U (en) | A kind of huge post of stiffness is without screw aluminum alloy formwork system | |
| CN102127965A (en) | Composite precast stressed template | |
| CN205875691U (en) | Join in marriage module system all based on recess formula quarter bend | |
| CN206636213U (en) | A kind of adjustable shaped steel fixed system | |
| CN206110646U (en) | Strenghthened type building templates |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171003 |