CN107859324A - A kind of U-device for clamping template - Google Patents
A kind of U-device for clamping template Download PDFInfo
- Publication number
- CN107859324A CN107859324A CN201711071029.9A CN201711071029A CN107859324A CN 107859324 A CN107859324 A CN 107859324A CN 201711071029 A CN201711071029 A CN 201711071029A CN 107859324 A CN107859324 A CN 107859324A
- Authority
- CN
- China
- Prior art keywords
- ring beam
- template
- steel plate
- vertical
- beam 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 71
- 239000010959 steel Substances 0.000 claims abstract description 71
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 239000000203 mixture Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 10
- 230000002262 irrigation Effects 0.000 abstract 1
- 238000003973 irrigation Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
- E04G17/0755—Tying means, the tensional elements of which are fastened or tensioned by other means the element consisting of several parts
- E04G17/0757—Tying means, the tensional elements of which are fastened or tensioned by other means the element consisting of several parts fully recoverable
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention discloses a kind of U-device for clamping template.Its drip irrigation device is to include U-shaped part and meeting device, the U-shaped part is made up of one block of horizontal steel plate and two blocks of vertical steel plates, the both ends of the horizontal steel plate are affixed with one end of two blocks of vertical steel plates respectively, at least two pairs of meeting device, each pair meeting device is connected to two blocks of vertical steel plates, different pairs of meeting device vertical array on vertical steel plate；The meeting device can move towards perpendicular to the direction of ring beam template, contradict one end of meeting device and ring beam template by adjusting meeting device, so as to grip ring beam template.Ring beam template is fixed using the device, ring beam template there are at least two stress points in vertical direction, ring beam template is not allowed yielding, and plumbness can be preferably kept, so that the outer surface of the concrete collar tie beam after the completion of construction is more smooth.
Description
Technical field
The present invention relates to building template engineering field, more particularly to a kind of instrument of fixed form.
Background technology
At present, wall-punching pair-pulling threaded spindle, be in engineering construction support, fixed form common components.But due to it
, it is necessary to pass through wall during use, so wall construction is completed, hole can be left on wall after form removal.
Silo is the function building thing for storing away grain, in order to ensure that grain keeps drying, without putrefaction, the exterior wall of silo
There is good air-tightness, hole must not be left during external wall construction.Therefore the silo of brick mix structure, in concrete collar tie beam
In construction, being fixed from of template uses wall-punching pair-pulling threaded spindle.The instrument of existing frequently-used fixation ring beam template is U-shaped card, such as
Shown in Fig. 1, U-shaped card 1 is made with reinforcing bar, and its A/F is less than bottom bar width, in use, by openend down, being stuck in
The centre position of the outer surface of ring beam template 2, the template of ring beam template 2 is clamped using the elasticity of reinforcing bar.But due to collar tie beam mould
Plate 2 only has stress point at one in vertical direction, and template in construction process is easily deformed, so as to cause the outer surface of collar tie beam
Out of plumb, out-of-flatness.
The content of the invention
It is an object of the invention to provide a kind of U-device for clamping template, fixes ring beam template using the device, makes collar tie beam
Template has at least two stress points in vertical direction, and ring beam template is not allowed yielding, and can preferably keep plumbness, so as to
Make the outer surface of the concrete collar tie beam after the completion of construction more smooth.
The present invention above-mentioned technical purpose technical scheme is that：
A kind of U-device for clamping template includes U-shaped part and meeting device, and the U-shaped part is perpendicular by one block of horizontal steel plate and two pieces
Being formed to steel plate, the both ends of the horizontal steel plate are affixed with one end of two blocks of vertical steel plates respectively, at least two pairs of meeting device,
Each pair meeting device is connected to two blocks of vertical steel plates, different pairs of meeting device vertical array on vertical steel plate；It is described
Meeting device can move towards perpendicular to the direction of ring beam template, make one end and the collar tie beam mould of meeting device by adjusting meeting device
Plate contradicts, so as to grip ring beam template.
By using above-mentioned technical proposal, ring beam template is set there are at least two stress points in vertical direction, ring beam template is not
It is easily deformed, and can preferably keeps plumbness, so that the outer surface of the concrete collar tie beam after the completion of construction is more flat
It is whole.
Preferably, meeting device includes fixed block and bolt, and the fixed block is fixed in the surface of vertical steel plate, and
Inside offers bolt hole, and bolt passes through bolt hole towards ring beam template direction, and its termination contradicts with ring beam template.
By using above-mentioned technical proposal, tightening and unclamp using bolt, realize meeting device and supported with ring beam template
Touch, simple structure, easily operation.
Preferably, meeting device also includes abutting block, and the abutting block is rotationally connected with bolt close to ring beam template
One end, abut that block and ring beam template are inconsistent, bolt and abuts block rotation connection one end periphery on the formation that is recessed limit
Position groove, abutting block has the shape being adapted with stopper slot.
By using above-mentioned technical proposal, the contact area of meeting device and ring beam template is added, protects ring beam template
The termination damage not being bolted；Bolt and the rotation connection for abutting block, facilitate the dismounting of U-device.
Preferably, meeting device also includes rotating handles, and the rotating handles vertical welding is in bolt away from collar tie beam
One end of template.
By using above-mentioned technical proposal, the operation that can be tightened and loosened to bolt with instruments such as spanners is not required to,
Improve operating efficiency.
Preferably, reinforcing plate is vertically welded with the chamfering that horizontal steel plate is connected with vertical steel plate.
By using above-mentioned technical proposal, reinforcing plate is strengthened the rigidity of chamfering position and riser so that U-shaped fills
The fixed effect of ring beam template will not be influenceed because of elastic deformation by putting.
Preferably, the outer surface of horizontal steel plate is connected with some back rib bars, direction and the collar tie beam mould of the back rib bar
The direction of plate is vertical.
By using above-mentioned technical proposal, back rib bar adds the rigidity of horizontal steel plate, makes horizontal steel plate not allow to be also easy to produce
Flexural deformation, so as to strengthen the fixed effect of ring beam template.
Preferably, the inner surface of horizontal steel plate is provided with support block, the support block with ring beam template relative position
It is fixed in the inner surface of horizontal steel plate.
By using above-mentioned technical proposal, reduce the contact surface of U-device and concrete, facilitate the dismounting of U-device.
Preferably, in addition to stop screw, support block inside limited location through hole, the stop screw lead to through spacing
Hole, the lower surface of support block is stretched out, and contradicted with the medial surface of ring beam template.
By using above-mentioned technical proposal, batten inner support is replaced with stop screw, improves the installation effectiveness of inner support.
Preferably, horizontal steel plate is substituted for horizontal square steel tube, two blocks of vertical steel plates are substituted for two vertical square steel
Pipe.
By using above-mentioned technical proposal, square steel tube has more preferable rigidity compared to steel plate, is not likely to produce flexural deformation, makes U
Shape dress is put has preferable rigidity without extra increase back rib bar and reinforcing plate.
In summary, the invention has the advantages that：
1st, ring beam template is fixed using the device, ring beam template there are at least two stress points in vertical direction, ring beam template is not
It is easily deformed, and can preferably keeps plumbness, so that the outer surface of the concrete collar tie beam after the completion of construction is more flat
It is whole；
2nd, by increasing back rib bar and reinforcing plate, the integral rigidity of U-device is improved, it is can be used for 50cm ~ 100cm's
The fixation of higher ring beam template；
3rd, batten is replaced to improve inner support installation effectiveness as inner support by using stop screw.
Brief description of the drawings
Fig. 1 is background technology U-shaped card operating diagram；
Fig. 2 is U-device schematic diagram in embodiment one；
Fig. 3 is U-device schematic diagram in embodiment two；
Fig. 4 is U-device structural representation in embodiment two；
Fig. 5 is the diagrammatic cross-section of meeting device in embodiment two.
In figure, 1, U-shaped card；2nd, ring beam template；3rd, horizontal steel plate；4th, vertical steel plate；5th, meeting device；51st, fixed block；
52nd, bolt；521st, bolt end；522nd, stopper slot；53rd, block is abutted；54th, rotating handles；6th, reinforcing plate；7th, back rib bar；8th, prop up
Bracer；81st, limiting through hole；9th, stop screw.
Embodiment
The present invention is described in further detail below in conjunction with accompanying drawing.Wherein identical parts identical reference
Represent.It should be noted that the word "front", "rear" used below in description, "left", "right", " on ", " under ", " bottom surface " and
" top surface " refers to the direction in accompanying drawing, and word " interior " and " outer " are referred respectively to towards or away from particular elements geometric center
Direction.
Embodiment one：
As shown in Fig. 2 a kind of U-device for clamping template, including one block of horizontal steel plate 3 and two blocks of vertical steel plates 4 and at least two
To meeting device 5.The both ends of horizontal steel plate 3 are affixed with one end of two blocks of vertical steel plates 4 respectively, so as to the U-shaped part of composition.U-shaped
The horizontal steel plate 3 of part and two blocks of vertical steel plates 4 can also be used and are welded to connect preferentially using integrally formed.Each pair meeting device 5
It is connected to two blocks of vertical steel plates 4, different pairs of meeting device 5 vertical array on vertical steel plate 4.Meeting device 5 includes
Fixed block 51 and bolt 52.Fixed block 51 is welded on the inner surface of vertical steel plate 4, and offers bolt inside fixed block 51 and lead to
Hole, bolt 52 pass through bolt hole towards the direction of ring beam template 2, by screwing bolts 52, can make bolt 52 towards the side of ring beam template 2
To motion, final bolt end 521 contradicts with ring beam template 2, so as to grip template.Because ring beam template 2 is in vertical side
To there is at least two stress points, ring beam template 2 is not allowed yielding, and plumbness can be preferably kept, so that having constructed
The outer surface of concrete collar tie beam after is more smooth.
It is as follows using process：
U-device is opening down, the side template of collar tie beam two is encased, horizontal steel plate 3 is overlapped on the top surface of the side template of collar tie beam two；Righting
Ring beam template 2, is at plumbness；The bolt 52 on each meeting device 5 is tightened, makes bolt 52 towards the side of ring beam template 2
To motion, final bolt end 521 contradicts with ring beam template 2；The casting concrete into ring beam template 2；After concrete initial set,
Looser a bolt 52, pull down U-device.
Embodiment two：
As shown in Figure 3 and Figure 4, it is with the difference of embodiment one：In order to add connecing for meeting device 5 and ring beam template 2
Contacting surface is accumulated, and protects ring beam template 2 not to be bolted 52 termination damage.Meeting device 5 also includes abutting block 53, abuts block 53 and connects
In bolt 52 close to one end of ring beam template 2, abut block 53 and ring beam template 2 is inconsistent.
After the completion of collar tie beam concreting, concrete generates extruding force to ring beam template 2, so as to ring beam template 2
With abutting between block 53 there is also very big pressure, now want to looser a bolt 52, it is necessary to overcome and abut block 53 and ring beam template 2
Between frictional force, cause the dismounting of U-device difficult.So as shown in figure 5, bolt 52 with abutting the one end that is connected of block 53,
Depression forms stopper slot 522 on the periphery of bolt 52, abuts the middle part of block 53 and makes the shape being adapted with stopper slot 522,
So that bolt 52 forms rotation connection with abutting block 53.
As shown in Figure 3 and Figure 4, for the convenience of elasticity bolt 52, a reinforcing bar conduct is welded on the nut of bolt 52
Rotating handles 54, reinforcing bar is perpendicular to bolt 52.
Reinforcing plate 6 is welded at the chamfering that horizontal steel plate 3 is connected with vertical steel plate 4, the bottom of reinforcing plate 6 exceedes positioned at most
The meeting device 5 of bottom, reinforcing plate 6 are strengthened the rigidity of chamfering position and riser so that U-device will not be because of elasticity
Deform and influence the fixed effect of ring beam template 2.
The outer surface of horizontal steel plate 3 is welded with some reinforcing bars as back rib bar 7, direction and the ring beam template 2 of back rib bar 7
Direction is vertical.Back rib bar 7 adds the rigidity of horizontal steel plate 3, makes horizontal steel plate 3 not allow to be also easy to produce flexural deformation, so as to strengthen
The fixed effect of ring beam template 2.
Due to U-device in use, horizontal steel plate 3 is overlapped on the top surface of the side template of collar tie beam two, when collar tie beam concreting
After completing and solidifying, the top surface of concrete is Nian Jie with the bottom surface formation of horizontal steel plate 3 so that U-device is difficult to remove.In order to subtract
The contact surface of small U-device and concrete, support block 8 is set in inner surface and the relative position of ring beam template 2 of horizontal steel plate 3,
Support block 8 is welded on the inner surface of horizontal steel plate 3, and support block 8 separates the top surface of horizontal steel plate 3 and ring beam template 2 during use,
Will horizontal steel plate 3 and the top of concrete of construction in later period separate, so as to facilitate the dismounting of U-device.
When ring beam template 2 is installed, in order to prevent ring beam template 2 from sloping inwardly, typically with equal with the gap of ring beam template 2
Batten is stuck in the side template of collar tie beam two and is used as inner support.In order to improve inner support installation effectiveness, set inside support block 8 vertical
Limiting through hole 81, then pass through limiting through hole 81 with stop screw 9, and stretch out the lower surface of support block 8 and ring beam template 2
Medial surface contradicts.Batten inner support is replaced with stop screw 9.
It is as follows using process：
U-device is opening down, the side template of collar tie beam two is encased, support block 8 is overlapped on the top surface of the side template of collar tie beam two；Righting circle
Beam forms 2, is at plumbness；The bolt 52 on each meeting device 5 is tightened, makes bolt 52 towards the direction of ring beam template 2
Motion, final bolt end 521 contradict with ring beam template 2；Limiting through hole 81 is passed through with stop screw 9, and stretches out support block 8
Lower surface and the medial surface of ring beam template 2 contradict；The casting concrete into ring beam template 2；The inner concrete upper surface of ring beam template 2
During close to 2 top surface of ring beam template, stop screw 9 is extracted, continues casting concrete to the top surface of ring beam template 2；Treat concrete initial set
Afterwards, looser a bolt 52, pull down U-device.
Embodiment three：
It is with the difference of embodiment one：Horizontal steel plate 3 is substituted for horizontal square steel tube, two blocks of vertical steel plates 4 are substituted for two
The vertical square steel tube of root.Square steel tube has more preferable rigidity compared to steel plate, is not likely to produce flexural deformation, U-device is not had to extra increase
Back rib bar 7 and reinforcing plate 6 is added to have preferable rigidity.
This specific embodiment is only explanation of the invention, and it is not limitation of the present invention, people in the art
Member can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but as long as at this
All protected in the right of invention by Patent Law.
Claims (9)
1. a kind of U-device for clamping template, including U-shaped part, the U-shaped part is by one block of horizontal steel plate（3）With two pieces of vertical steels
Plate（4）Composition, the horizontal steel plate（3）Both ends respectively with two blocks of vertical steel plates（4）One end it is affixed, it is characterised in that：Also
Including at least two pairs of meeting devices（5）, each pair meeting device（5）It is connected to two blocks of vertical steel plates（4）, different pairs of abutting
Device（5）In vertical steel plate（4）Upper vertical array；The meeting device（5）Can be towards perpendicular to ring beam template（2）Direction fortune
It is dynamic, by adjusting meeting device（5）Make meeting device（5）One end and ring beam template（2）Contradict, so as to grip collar tie beam mould
Plate（2）.
A kind of 2. U-device for clamping template according to claim 1, it is characterised in that：Meeting device（5）Including fixation
Block（51）And bolt（52）, the fixed block（51）It is fixed in vertical steel plate（4）Surface, and inside offers bolt hole,
Bolt（52）Towards ring beam template（2）Direction passes through bolt hole, its termination and ring beam template（2）Contradict.
A kind of 3. U-device for clamping template according to claim 2, it is characterised in that：Meeting device（5）Also include supporting
Connect block（53）, the abutting block（53）Bolt is rotationally connected with close to ring beam template（2）One end, abut block（53）With collar tie beam mould
Plate（2）It is inconsistent, bolt（52）With abutting block（53）One end of rotation connection, in bolt（52）Periphery on depression formed limit
Position groove（522）, abut block（53）Have and stopper slot（522）The shape being adapted.
A kind of 4. U-device for clamping template according to claim 3, it is characterised in that：Meeting device（5）Also include rotation
Handle hand（54）, the rotating handles（54）Vertical welding is in bolt away from ring beam template（2）One end.
A kind of 5. U-device for clamping template according to claim 4, it is characterised in that：Horizontal steel plate（3）With vertical steel
Plate（4）Reinforcing plate is vertically welded with the chamfering of connection（6）.
A kind of 6. U-device for clamping template according to claim 5, it is characterised in that：Horizontal steel plate（3）Outer surface
It is connected with some back rib bars（7）, the back rib bar（7）Direction and ring beam template（2）Direction it is vertical.
A kind of 7. U-device of clamping template according to any one in claim 1 ~ 6, it is characterised in that：Horizontal steel
Plate（3）Inner surface and ring beam template（2）Relative position is provided with support block（8）, the support block（8）It is fixed in horizontal steel plate
（3）Inner surface.
A kind of 8. U-device for clamping template according to claim 7, it is characterised in that：Also include stop screw（9）,
Support block（8）Internal limited location through hole（81）, the stop screw（9）Through limiting through hole（81）, stretch out support block（8）Under
Surface, and and ring beam template（2）Medial surface contradict.
9. according to a kind of U-device of clamping template described in claim 1 or 2, it is characterised in that：By horizontal steel plate（3）
It is substituted for horizontal square steel tube, two blocks of vertical steel plates（4）It is substituted for two vertical square steel tubes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711071029.9A CN107859324A (en) | 2017-11-03 | 2017-11-03 | A kind of U-device for clamping template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711071029.9A CN107859324A (en) | 2017-11-03 | 2017-11-03 | A kind of U-device for clamping template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107859324A true CN107859324A (en) | 2018-03-30 |
Family
ID=61700662
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711071029.9A Pending CN107859324A (en) | 2017-11-03 | 2017-11-03 | A kind of U-device for clamping template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107859324A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331340A (en) * | 2018-04-23 | 2018-07-27 | 山西建筑工程有限公司 | Masonry ring beam template bracing means |
| CN108775151A (en) * | 2018-06-29 | 2018-11-09 | 浙江谊科建筑技术发展有限公司 | A kind of U-shaped iron clamp device to clamping plate |
| CN109826117A (en) * | 2019-03-15 | 2019-05-31 | 中交一公局第四工程有限公司 | Electronic sliding formwork integrally leads to without pull rod contains wall formwork for placing trolley |
| CN110017023A (en) * | 2019-04-19 | 2019-07-16 | 杭州昂创科技有限公司 | Collar tie beam construction method based on tool-type regularization concrete collar tie beam formwork erecting structure |
| CN112193127A (en) * | 2020-10-23 | 2021-01-08 | 兰州银利电器设备有限责任公司 | Mobile contact net erecting device and method |
| CN112411772A (en) * | 2020-10-24 | 2021-02-26 | 北京中易房建筑工程有限公司 | Structure and construction method of basement outer wall post-cast strip |
| CN113719001A (en) * | 2021-09-08 | 2021-11-30 | 北京住总第二开发建设有限公司 | Heat preservation template fossil fragments fixing device |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5016855A (en) * | 1986-03-28 | 1991-05-21 | Morris Huggins | Beam clamp system |
| FR2811357A1 (en) * | 2000-07-04 | 2002-01-11 | Fabien Michel Galliot | Double clamping formwork press comprises welded tubes forming U, clamping tube with welded plate, wooden board and plate, threaded rod and crank, sliding arms and threaded rod and nuts |
| CN201195943Y (en) * | 2008-03-27 | 2009-02-18 | 中国二十冶建设有限公司 | Wood template support clamping apparatus |
| CN204826631U (en) * | 2015-06-16 | 2015-12-02 | 中国建筑第七工程局有限公司 | Building templates consolidates instrument |
| CN206408933U (en) * | 2017-01-19 | 2017-08-15 | 中建海峡建设发展有限公司 | A kind of adjustable collar tie beam reinforcing member |
| CN207469758U (en) * | 2017-11-03 | 2018-06-08 | 北京中易房建筑工程有限公司 | A kind of U-device for clamping template |
-
2017
- 2017-11-03 CN CN201711071029.9A patent/CN107859324A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5016855A (en) * | 1986-03-28 | 1991-05-21 | Morris Huggins | Beam clamp system |
| FR2811357A1 (en) * | 2000-07-04 | 2002-01-11 | Fabien Michel Galliot | Double clamping formwork press comprises welded tubes forming U, clamping tube with welded plate, wooden board and plate, threaded rod and crank, sliding arms and threaded rod and nuts |
| CN201195943Y (en) * | 2008-03-27 | 2009-02-18 | 中国二十冶建设有限公司 | Wood template support clamping apparatus |
| CN204826631U (en) * | 2015-06-16 | 2015-12-02 | 中国建筑第七工程局有限公司 | Building templates consolidates instrument |
| CN206408933U (en) * | 2017-01-19 | 2017-08-15 | 中建海峡建设发展有限公司 | A kind of adjustable collar tie beam reinforcing member |
| CN207469758U (en) * | 2017-11-03 | 2018-06-08 | 北京中易房建筑工程有限公司 | A kind of U-device for clamping template |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331340A (en) * | 2018-04-23 | 2018-07-27 | 山西建筑工程有限公司 | Masonry ring beam template bracing means |
| CN108775151A (en) * | 2018-06-29 | 2018-11-09 | 浙江谊科建筑技术发展有限公司 | A kind of U-shaped iron clamp device to clamping plate |
| CN109826117A (en) * | 2019-03-15 | 2019-05-31 | 中交一公局第四工程有限公司 | Electronic sliding formwork integrally leads to without pull rod contains wall formwork for placing trolley |
| CN109826117B (en) * | 2019-03-15 | 2021-07-09 | 中交一公局集团有限公司 | Electric slip form pull-rod-free integral through culvert wall body pouring formwork trolley |
| CN110017023A (en) * | 2019-04-19 | 2019-07-16 | 杭州昂创科技有限公司 | Collar tie beam construction method based on tool-type regularization concrete collar tie beam formwork erecting structure |
| CN112193127A (en) * | 2020-10-23 | 2021-01-08 | 兰州银利电器设备有限责任公司 | Mobile contact net erecting device and method |
| CN112193127B (en) * | 2020-10-23 | 2023-11-10 | 兰州银利电器设备有限责任公司 | Mobile contact net erection device and erection method |
| CN112411772A (en) * | 2020-10-24 | 2021-02-26 | 北京中易房建筑工程有限公司 | Structure and construction method of basement outer wall post-cast strip |
| CN113719001A (en) * | 2021-09-08 | 2021-11-30 | 北京住总第二开发建设有限公司 | Heat preservation template fossil fragments fixing device |
| CN113719001B (en) * | 2021-09-08 | 2022-08-30 | 北京住总第二开发建设有限公司 | Heat preservation template fossil fragments fixing device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107859324A (en) | A kind of U-device for clamping template | |
| CN105064670B (en) | Exterior wall cantilevered plate formwork for placing sets up support | |
| CN103114717A (en) | Formwork system of shear walls at two sides of extensible seam | |
| CN102296810A (en) | Deformation joint template support structure and construction method thereof | |
| CN205976410U (en) | Shaped steel is encorbelmented scaffold frame and can be dismantled type of falling U screw vacuum pump | |
| CN104453224A (en) | Formwork support structure of basement exterior wall and construction method of formwork support structure | |
| CN205713092U (en) | A kind of Rectangular Concrete wall column circle external angle formwork device | |
| CN104032956A (en) | Construction method for connecting reinforced concrete beams with steel reinforced concrete columns | |
| CN206888509U (en) | A kind of box culvert plate outer side template reinforcing device | |
| CN207469758U (en) | A kind of U-device for clamping template | |
| CN110397274A (en) | A kind of circle concrete is interior to receive the outer formwork erecting structure supportted | |
| CN206091265U (en) | Detachable anchor ring device | |
| CN210848095U (en) | Steel bar plate correcting device convenient to use | |
| CN206368710U (en) | Two lining bar reinforcement positioning devices | |
| CN203821841U (en) | Casting die for specially-shaped column | |
| CN105442832A (en) | Formwork for concrete guide wall | |
| CN105507586B (en) | External wall template reinforcement component | |
| CN104863359B (en) | Template reinforcement device of reinforced concrete wall pillar part and usage method of same | |
| CN207757815U (en) | The dies plate tap structure of Precast T-Beam | |
| CN204126244U (en) | A kind of exterior wall scaffold detachable wall connecting piece | |
| CN104264989B (en) | A kind of fixing to the device drawing metal rod | |
| US1000212A (en) | Clamping device for building constructions. | |
| CN204715759U (en) | Shear wall locking plug template ruggedized construction | |
| CN203441105U (en) | Hole template supporting tool | |
| CN207295475U (en) | The box girder formwork of track traffic |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180330 |
|
| RJ01 | Rejection of invention patent application after publication |