CN105220877B - Vertical formwork bottom mortar leakage prevention, level-off integrated apparatus - Google Patents

Vertical formwork bottom mortar leakage prevention, level-off integrated apparatus Download PDF

Info

Publication number
CN105220877B
CN105220877B CN201510705031.1A CN201510705031A CN105220877B CN 105220877 B CN105220877 B CN 105220877B CN 201510705031 A CN201510705031 A CN 201510705031A CN 105220877 B CN105220877 B CN 105220877B
Authority
CN
China
Prior art keywords
riser
plate
screw rod
plugboard
adjusting screw
Prior art date
Application number
CN201510705031.1A
Other languages
Chinese (zh)
Other versions
CN105220877A (en
Inventor
庞瑞仪
吴君
Original Assignee
深圳市鈤励科技有限公司
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority to CN201510638562 priority Critical
Priority to CN2015106385623 priority
Application filed by 深圳市鈤励科技有限公司 filed Critical 深圳市鈤励科技有限公司
Priority to CN201510705031.1A priority patent/CN105220877B/en
Publication of CN105220877A publication Critical patent/CN105220877A/en
Application granted granted Critical
Publication of CN105220877B publication Critical patent/CN105220877B/en

Links

Abstract

The invention discloses a kind of vertical formwork bottom mortar leakage prevention applied to building template field, level-off integrated apparatus, including support bracket (1), sealing strip (2), height adjusting screw rod (3), determine nut (4), adjusting nut (5), support bracket (1) includes the supporting plate (11) of support vertical formwork (6), location-plate (12), with supporting plate (11) and the connected riser (13) of location-plate (12), riser (13) bottom sets plugboard (14), sealing strip (2) inserts plugboard (14) by plug division (22) and sealed with riser (13), determine nut (4) to be fixed on below location-plate (12), height adjusting screw rod (3) passes through the screw hole of location-plate (12) and is connected with determining nut (4) adaptation, adjusting nut (5) is connected to adjust the height of height adjusting screw rod (3) with height adjusting screw rod (3), make the solid cast concrete base (8) in its bottom top, make between riser (13) bottom and cast concrete base (8) to be sealed by sealing strip (2), complete the closure of vertical formwork (6) bottom, also make multiple vertical formworks (6) bottom concordant.

Description

Vertical formwork bottom mortar leakage prevention, level-off integrated apparatus

Technical field

The present invention relates to a kind of vertical formwork bottom mortar leakage prevention, level-off integrated apparatus.

Background technology

With continuing to develop for building trade, the proportion of cast-in-place concrete structure increasingly increases.Building template is to be used to pour The mould of concrete structure is built, its construction period accounts for 1/3rd of whole building thing construction period, mould bases engineering is applied Work speed largely determines the construction period of building.At present, the bottom of vertical formwork is all in most of template constructions Equipped with backing plate, and using ordering batten or carry out leakproof and water transfer to the bottom of vertical formwork by the way of plain mixed mud mortar with smearing It is flat.Due to pouring, to smash flooring height after mixed mud prominent uneven than more serious, therefore using ordering batten or smear plain mixed mud sand Its work progress workload of the mode of slurry is big, and pours the easy spillage in bottom when smashing mixed mud.

The content of the invention

The technical problems to be solved by the invention are to overcome the deficiencies in the prior art can there is provided a kind of simple in construction, safety Lean on, efficiency of construction is high, labor intensity is low, save artificial vertical formwork bottom mortar leakage prevention, level-off integrated apparatus.

The first technical scheme of the present invention is:The present invention include support bracket, sealing strip, height adjusting screw rod, Determine nut, adjusting nut, the support bracket includes being located at top for the supporting plate of support vertical formwork, positioned at the supporting plate Lower section and the location-plate parallel with the supporting plate plate face, with one end of the supporting plate and the location-plate is mutually fixed respectively connects The riser connect, the bottom of the riser is provided with the plugboard with longitudinal socket, and the top of the sealing strip is provided with plug division, described Sealing strip inserts the longitudinal socket of the plugboard by the plug division and is mutually tightly connected with the bottom of the riser, described Location-plate, which is provided with, is used for the screw hole that passes through of the height adjusting screw rod, described to determine nut and be fixedly connected on the location-plate Lower section is simultaneously corresponding with the position of the screw hole, the height adjusting screw rod through the screw hole on the location-plate and with institute State and determine nut and be adapted connection, the adjusting nut is connected with the top of the height adjusting screw rod for adjusting the height The height and position of adjusting screw rod, so that cast concrete base is lived on the bottom top of the height adjusting screw rod admittedly, while so that described close Strip of paper used for sealing produces deformation, so as to sealed between the bottom of the riser and the cast concrete base by the sealing strip, so that The bottom closure of the vertical formwork is completed, by adjusting the height and position of the height adjusting screw rod, is also caused multiple described The bottom of vertical formwork is located on same horizontal plane.

The support bracket is integral section of the cross section in F types, the supporting plate, the location-plate, the riser and institute Plugboard is stated to be formed in one manufacture.

The support bracket is integrally formed using stretching or die casting mode.

Deformation resigning hole is provided with the sealing strip.

The height adjusting screw rod and it is described determine between nut and the adjusting nut and the height adjusting screw rod it Between be meshed drive connection by trapezoidal thread.

The support bracket is made of aluminium alloy or steel or plastic cement or composite.

The sealing strip is made of PVC or rubber.

Second of technical scheme of the present invention be:The present invention include support bracket, sealing strip, height adjusting screw rod, Determine nut, adjusting nut, the support bracket includes being located at top for the supporting plate of support vertical formwork, positioned at the supporting plate Lower section and the location-plate parallel with the supporting plate plate face, with one end of the supporting plate and the location-plate is mutually fixed respectively connects The riser connect, the bottom of the riser is provided with the plugboard with longitudinal socket, and the top of the sealing strip is provided with plug division, described Sealing strip inserts the longitudinal socket of the plugboard by the plug division and is mutually tightly connected with the bottom of the riser, described Location-plate, which is provided with, is used for the screw hole that passes through of the height adjusting screw rod, described to determine nut and be fixedly connected on the location-plate Lower section is simultaneously corresponding with the position of the screw hole, the height adjusting screw rod through the screw hole on the location-plate and with institute State and determine nut and be adapted connection, the adjusting nut is connected with the top of the height adjusting screw rod for adjusting the height The height and position of adjusting screw rod, so that cast concrete base is lived on the bottom top of the height adjusting screw rod admittedly, while so that described close Strip of paper used for sealing produces deformation, so as to sealed between the bottom of the riser and the cast concrete base by the sealing strip, so that The bottom closure of the vertical formwork is completed, by adjusting the height and position of the height adjusting screw rod, is also caused multiple described The bottom of vertical formwork is located on same horizontal plane.

The support bracket also includes secondary riser, and the secondary riser is mutually fixedly connected with the other end of the location-plate, described The bottom of secondary riser is provided with the secondary plugboard with longitudinal socket, and the sealing strip has two and inserted respectively by the plug division The longitudinal socket of the plugboard and the secondary plugboard and respectively with the bottom of the riser and the secondary riser mutually company of sealing Connect, the bottom of height adjusting screw rod top is lived after cast concrete base admittedly, the bottom of the riser and the secondary riser with it is described Between cast concrete base dual-seal is carried out by two sealing strips.

The secondary riser is concordant with the bottom of the riser.

It is relative with the shape of cross section for two sealing strips that the plugboard and the secondary plugboard are connected respectively Claim.

The supporting plate, the location-plate, the riser, the plugboard, the secondary riser and the secondary plugboard are It is integrally formed manufacture

The support bracket is integrally formed using stretching or die casting mode.

Deformation resigning hole is provided with the sealing strip.

The height adjusting screw rod and it is described determine between nut and the adjusting nut and the height adjusting screw rod it Between be meshed drive connection by trapezoidal thread.

The support bracket is made of aluminium alloy or steel or plastic cement or composite.

The sealing strip is made of PVC or rubber.

The beneficial effects of the invention are as follows:Due to the present invention include support bracket, sealing strip, height adjusting screw rod, determine nut, adjust Whole nut, the support bracket include being located at top be used for the supporting plate of support vertical formwork, below the supporting plate and with The parallel location-plate of the supporting plate plate face, with one end of the supporting plate and the location-plate be mutually fixedly connected respectively it is vertical Plate, the bottom of the riser is provided with the plugboard with longitudinal socket, and the top of the sealing strip is provided with plug division, the sealing strip The longitudinal socket of the plugboard is inserted by the plug division and is mutually tightly connected with the bottom of the riser, the location-plate Being provided with is used for the screw hole that passes through of the height adjusting screw rod, described to determine nut and be fixedly connected on the lower section of the location-plate simultaneously Position with the screw hole is corresponding, and the height adjusting screw rod through the screw hole on the location-plate and determines spiral shell with described Parent phase adaptation connection, the adjusting nut is connected with the top of the height adjusting screw rod for adjusting the height regulation spiral shell The height and position of bar, so that cast concrete base is lived on the bottom top of the height adjusting screw rod admittedly, while so that the sealing strip is produced Raw deformation, so as to be sealed between the bottom of the riser and the cast concrete base by the sealing strip, so as to complete institute The bottom closure of vertical formwork is stated, by adjusting the height and position of the height adjusting screw rod, also causes multiple vertical moulds The bottom of plate is located on same horizontal plane;Instant invention overcomes the defect in conventional construction method, eliminate and order batten and smear The course of work of plain mixed mud mortar so that work progress workload greatly reduces, it is to avoid it is easy to pour bottom when smashing mixed mud The deficiency of spillage, and the bottom level of the multiple vertical formworks of adjustment is simple and easy to do;Therefore simple in construction, safety of the invention can Lean on, efficiency of construction is high, labor intensity is low, saving is artificial, is a kind of vertical formwork bottom mortar leakage prevention, level-off integrated apparatus.

Brief description of the drawings

Fig. 1 is that the vertical formwork bottom mortar leakage prevention of the embodiment of the present invention one, the stereochemical structure of level-off integrated apparatus are shown It is intended to;

Fig. 2, Fig. 3 be vertical formwork bottom mortar leakage prevention shown in Fig. 1, two kinds of the installation process of level-off integrated apparatus The side structure schematic diagram of state;

Fig. 4 is that the vertical formwork bottom mortar leakage prevention of the embodiment of the present invention two, the stereochemical structure of level-off integrated apparatus are shown It is intended to;

Fig. 5, Fig. 6 be vertical formwork bottom mortar leakage prevention shown in Fig. 4, two kinds of the installation process of level-off integrated apparatus The side structure schematic diagram of state.

Embodiment

Embodiment one:

As shown in FIG. 1 to 3, the vertical formwork bottom mortar leakage prevention of the present embodiment, level-off integrated apparatus include support Frame 1, sealing strip 2, height adjusting screw rod 3, determine nut 4, adjusting nut 5, the support bracket 1 includes being located at top perpendicular for support To the supporting plate 11 of template 6, positioned at the lower section of supporting plate 11 and the location-plate 12 parallel with the plate face of supporting plate 11 and institute Stating on the riser 13 that one end of supporting plate 11 and the location-plate 12 is mutually fixedly connected respectively, the supporting plate 11 can be provided with being used for Vertical formwork 6 installs the mounting hole of fixation, and the bottom of the riser 13 is provided with the plugboard 14 with longitudinal socket, the support bracket 1 is integral section of the cross section in F types, and the supporting plate 11, the location-plate 12, the riser 13 and the plugboard 14 are Manufacture is integrally formed, the support bracket 1 is integrally formed using stretching or die casting mode, the top of the sealing strip 2 is provided with grafting Portion 22, the sealing strip 2 by the plug division 22 insert the plugboard 14 longitudinal socket and with the bottom of the riser 13 Portion is mutually tightly connected, and deformation resigning hole 21 is provided with the sealing strip 2, described fixed beneficial to the deformation and sealing of the sealing strip 2 Position plate 12, which is provided with, is used for the screw hole that passes through of the height adjusting screw rod 3, described to determine nut 4 and be fixedly connected on the location-plate 12 lower section is simultaneously corresponding with the position of the screw hole, and the height adjusting screw rod 3 passes through the screw rod on the location-plate 12 Nut 4 is determined described in Kong Bingyu and is adapted connection, the adjusting nut 5 is connected with the top of the height adjusting screw rod 3 and is used for The height and position of the height adjusting screw rod 3 is adjusted, so that cast concrete base 8 is lived on the bottom top of the height adjusting screw rod 3 admittedly, The sealing strip 2 is caused to produce deformation simultaneously, so that by described close between the bottom of the riser 13 and the cast concrete base 8 Strip of paper used for sealing 2 is sealed, so that the bottom closure of the vertical formwork 6 is completed, by the height for adjusting the height adjusting screw rod 3 Position, also cause multiple vertical formworks 6 bottom be located at same horizontal plane on, the height adjusting screw rod 3 with it is described Determine between nut 4 and connected between the adjusting nut 5 and the height adjusting screw rod 3 by the trapezoidal thread transmission that is meshed Connect, the root of the tooth intensity of trapezoidal thread is high, and centering is good so that the part bearing of regulation height of the invention is good, easy to adjust, Precision is high, is hardly damaged, long lifespan, and the support bracket 1 is made of aluminium alloy, Portable durable, naturally it is also possible to use steel Or plastic cement or composite etc. are made, the sealing strip 2 is made of PVC, naturally it is also possible to be made of rubber.

The present embodiment carries out entering by the way of bottom leveling, mortar leakage prevention operation again in construction using first installing vertical formwork OK.First the vertical formwork 6 is fixed on the supporting plate 11, then by vertical formwork bottom mortar leakage prevention, level-off one Body makeup is put is positioned over the upper of cast concrete base 8 (i.e. mixed mud floor face in the present embodiment) together with the vertical formwork 6 Surface, the sealing strip 2 is deformed under the pressure effect of the vertical formwork 6, further according to mixed mud flooring real standard Highly, the height and position of the height adjusting screw rod 3 is adjusted by the adjusting nut 5 so that described to determine nut 4 and solid with it The fixed location-plate 12 is moved up and down, so that the upper surface of the supporting plate 11 and the bottom of the vertical formwork 6 Level height changes, and becomes while shape occurs for the sealing strip 2 being connected under the effect of the pressure with the support bracket 1 Change.In the present embodiment, the height adjusting screw rod 3 plays dual parts of supporting and adjusting height.

Embodiment two:

As shown in Fig. 4~Fig. 6, the vertical formwork bottom mortar leakage prevention, level-off integrated apparatus and embodiment of the present embodiment One distinguishing characteristics is:In the present embodiment, the support bracket 1 also includes secondary riser 15, the secondary riser 15 and the positioning The other end of plate 12 is mutually fixedly connected, and the secondary riser 15 is concordant with the bottom of the riser 13, the bottom of the secondary riser 15 Provided with the secondary plugboard 16 with longitudinal socket, the supporting plate 11, the location-plate 12, the riser 13, the plugboard 14, The secondary riser 15 and the secondary plugboard 16 are formed in one manufacture, and the sealing strip 2 has two and inserted respectively by described Socket part 22 is inserted the longitudinal socket of the plugboard 14 and the secondary plugboard 16 and stood respectively with the riser 13 and the pair The bottom of plate 15 is mutually tightly connected, and the bottom of the height adjusting screw rod 3 top is lived after cast concrete base 8 admittedly, the riser 13 and Between the bottom of the secondary riser 15 and the cast concrete base 8 dual-seal, sealing and anti-leakage are carried out by two sealing strips 2 Effect more preferably, the cross section for two sealing strips 2 being connected respectively with the plugboard 14 and the secondary plugboard 16 Shape is symmetrical.In the present embodiment, the secondary riser 15 plays a part of support jointly with the riser 13 so that of the invention It is structural more to stablize, and the height adjusting screw rod 3 plays dual parts of positioning and adjusted, the pin 7 shown in Fig. 4 in addition The Kong Bingyu selling sheets 9 that may pass through on the supporting plate 11 coordinate, for the bottom of vertical formwork mutually to be fixed with the support bracket 1 Connection.

The present embodiment enters in construction by the way of vertical formwork is installed in first progress bottom leveling, mortar leakage prevention operation again OK.First punched in cast concrete base 8 (being mixed mud floor face in the present embodiment), by vertical formwork bottom mortar leakage prevention, water transfer Flat integrated apparatus is positioned on mixed mud floor face so that the height adjusting screw rod 3 is inserted into the hole in mixed mud floor face In, and adjusted by the adjusting nut 5, the support bracket 1 is moved up and down along the height adjusting screw rod 3, the sealing Bar 2 is deformed under the pressure of the support bracket 1, according to the real standard of mixed mud flooring height, adjusts the adjustment spiral shell Female 5 height and position on the height adjusting screw rod 3, so that the upper surface of the supporting plate 11 and the vertical mould The bottom level of plate 6 highly changes, after the completion of leveling, mortar leakage prevention process, and the vertical formwork 6 finally is installed into fixation On the supporting plate 11.

Instant invention overcomes the defect in conventional construction method, eliminate and order batten and smear the worked of plain mixed mud mortar Journey so that work progress workload greatly reduces, it is to avoid pour the deficiency of the easy spillage in bottom when smashing mixed mud, and adjust multiple The bottom level of the vertical formwork is simple and easy to do;Therefore simple in construction, the safe and reliable, efficiency of construction of the present invention is high, work is strong Degree is low, save artificial, is a kind of vertical formwork bottom mortar leakage prevention, level-off integrated apparatus.

It the composite can be widely applied to building template field.

Claims (10)

1. a kind of vertical formwork bottom mortar leakage prevention, level-off integrated apparatus, it is characterised in that:Including support bracket (1), sealing strip (2), height adjusting screw rod (3), determine nut (4), adjusting nut (5), the support bracket (1) includes being located at top perpendicular for support To the supporting plate (11) of template (6), positioned at the supporting plate (11) lower section and the positioning parallel with the supporting plate (11) plate face Plate (12), the riser (13) being mutually fixedly connected respectively with one end of the supporting plate (11) and the location-plate (12), it is described vertical The bottom of plate (13) is provided with the plugboard (14) with longitudinal socket, and the top of the sealing strip (2) is provided with plug division (22), described Sealing strip (2) by the plug division (22) insert the plugboard (14) longitudinal socket and with the bottom of the riser (13) Mutually it is tightly connected, the location-plate (12), which is provided with, is used for the screw hole that the height adjusting screw rod (3) is passed through, described to determine nut (4) lower section of the location-plate (12) and, the height adjusting screw rod corresponding with the position of the screw hole are fixedly connected on (3) through the screw hole on the location-plate (12) and determine nut (4) and be adapted to be connected with described, the adjusting nut (5) and The top of the height adjusting screw rod (3) is connected for the height and position for adjusting the height adjusting screw rod (3), so that described Cast concrete base (8) is lived on the bottom top of height adjusting screw rod (3) admittedly, while so that the sealing strip (2) produces deformation, so that institute State between the bottom of riser (13) and the cast concrete base (8) and to be sealed by the sealing strip (2), so as to complete described perpendicular Block, by adjusting the height and position of the height adjusting screw rod (3), also cause multiple described vertical to the bottom of template (6) The bottom of template (6) is located on same horizontal plane.
2. vertical formwork bottom according to claim 1 mortar leakage prevention, level-off integrated apparatus, it is characterised in that:It is described Support bracket (1) be cross section be in F types integral section, the supporting plate (11), the location-plate (12), the riser (13) and The plugboard (14) is formed in one manufacture.
3. vertical formwork bottom according to claim 1 mortar leakage prevention, level-off integrated apparatus, it is characterised in that:It is described Support bracket (1) also includes secondary riser (15), and the secondary riser (15) is mutually fixedly connected with the other end of the location-plate (12), institute The bottom for stating secondary riser (15) is provided with the secondary plugboard (16) with longitudinal socket, and the sealing strip (2) has two and passed through respectively The plug division (22) insert the longitudinal socket of the plugboard (14) and the secondary plugboard (16) and respectively with the riser (13) and the bottom of the secondary riser (15) is mutually tightly connected, coagulation soil matrix is lived on the bottom top of the height adjusting screw rod (3) admittedly It is described close by two between the bottom and the cast concrete base (8) of the riser (13) and the secondary riser (15) behind bottom (8) Strip of paper used for sealing (2) carries out dual-seal.
4. vertical formwork bottom according to claim 3 mortar leakage prevention, level-off integrated apparatus, it is characterised in that:It is described Secondary riser (15) is concordant with the bottom of the riser (13).
5. vertical formwork bottom according to claim 3 mortar leakage prevention, level-off integrated apparatus, it is characterised in that:Respectively It is relative with the shape of cross section for two sealing strips (2) that the plugboard (14) and the secondary plugboard (16) are connected Claim.
6. vertical formwork bottom according to claim 3 mortar leakage prevention, level-off integrated apparatus, it is characterised in that:It is described Supporting plate (11), the location-plate (12), the riser (13), the plugboard (14), the secondary riser (15) and the pair Plugboard (16) is formed in one manufacture.
7. vertical formwork bottom mortar leakage prevention, level-off integrated apparatus according to claim 2 or 6, it is characterised in that:Institute Support bracket (1) is stated to be integrally formed using stretching or die casting mode.
8. vertical formwork bottom mortar leakage prevention, level-off integrated apparatus according to claim 1 to 6 any one, it is special Levy and be:Deformation resigning hole (21) is provided with the sealing strip (2).
9. vertical formwork bottom mortar leakage prevention, level-off integrated apparatus according to claim 1 to 6 any one, it is special Levy and be:The height adjusting screw rod (3) and described determine between nut (4) and the adjusting nut (5) is adjusted with the height It is meshed drive connection by trapezoidal thread between section screw rod (3).
10. vertical formwork bottom mortar leakage prevention, level-off integrated apparatus according to claim 1 to 6 any one, it is special Levy and be:The support bracket (1) is made of aluminium alloy or steel or plastic cement or composite;The sealing strip (2) uses PVC Or rubber is made.
CN201510705031.1A 2015-09-27 2015-10-27 Vertical formwork bottom mortar leakage prevention, level-off integrated apparatus CN105220877B (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
CN201510638562 2015-09-27
CN2015106385623 2015-09-27
CN201510705031.1A CN105220877B (en) 2015-09-27 2015-10-27 Vertical formwork bottom mortar leakage prevention, level-off integrated apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510705031.1A CN105220877B (en) 2015-09-27 2015-10-27 Vertical formwork bottom mortar leakage prevention, level-off integrated apparatus

Publications (2)

Publication Number Publication Date
CN105220877A CN105220877A (en) 2016-01-06
CN105220877B true CN105220877B (en) 2017-09-26

Family

ID=54990108

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510705031.1A CN105220877B (en) 2015-09-27 2015-10-27 Vertical formwork bottom mortar leakage prevention, level-off integrated apparatus

Country Status (1)

Country Link
CN (1) CN105220877B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108331333A (en) * 2018-02-11 2018-07-27 中天建设集团有限公司 Wall column root stuff up a crack optimization device and its construction in a kind of aluminum alloy mould plate

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101205726A (en) * 2007-12-19 2008-06-25 南通华新建工集团有限公司 Foundation bedplate post-pouring strip mud-leakage preventing method
CN201437641U (en) * 2009-07-31 2010-04-14 中冶集团华冶资源开发有限责任公司 Formwork fixing device
CN201933783U (en) * 2010-12-31 2011-08-17 赵新明 Joint grout leakage-resisting seal plate for seam line
CN205077871U (en) * 2015-09-27 2016-03-09 深圳市鈤励科技有限公司 Vertical template bottom anti -leakage , level -off integrated device

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08184183A (en) * 1994-12-28 1996-07-16 Daito Kogyo Kk Slag leakage preventing device for lower part of pillar form and wall form

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101205726A (en) * 2007-12-19 2008-06-25 南通华新建工集团有限公司 Foundation bedplate post-pouring strip mud-leakage preventing method
CN201437641U (en) * 2009-07-31 2010-04-14 中冶集团华冶资源开发有限责任公司 Formwork fixing device
CN201933783U (en) * 2010-12-31 2011-08-17 赵新明 Joint grout leakage-resisting seal plate for seam line
CN205077871U (en) * 2015-09-27 2016-03-09 深圳市鈤励科技有限公司 Vertical template bottom anti -leakage , level -off integrated device

Also Published As

Publication number Publication date
CN105220877A (en) 2016-01-06

Similar Documents

Publication Publication Date Title
CN101956438A (en) Three-dimensionally adjustable disconnectable curtain wall connecting device and construction method thereof
CN204492190U (en) Aluminum alloy mould plate back cord fastening devices
CN105544403B (en) Adjustable inner formwork for construction of bridge variable-cross-section hollow pier and construction method thereof
CN103911951B (en) The cast-in-place anticollision barrier of bridge integral type and link plate dedicated templates and construction method thereof
CN104975652B (en) A kind of precast concrete docks attachment structure
CN204590634U (en) For pouring into a mould the feed arrangement of constructional column
CN103061267A (en) Construction method of combined prefabricated bridge anti-collision wall
CN203712840U (en) Small box girder concrete pouring mold
CN205955183U (en) Structure for controlling concrete leakage at bottom of concrete wall body formwork
CN107859223A (en) A kind of novel precast floor slab and the casting method of monoblock floor is built up by it
CN107338887A (en) Only have the connection method of flat out of plane constraint and upper connecting node at the top of out-hung panel
CN201024673Y (en) Height mark adjustable super flat terrace mould
CN204626966U (en) A kind of deformation joint formwork erection device
CN104196055B (en) Outer wall of basement lower die board construction method
CN203603452U (en) Folded plate small space formwork assembly
CN204920210U (en) Dysmorphism spar template reinforced structure
CN203270627U (en) Construction joint structure of shear wall
CN202430997U (en) Reinforcing device for template of sump or elevator shaft
CN201826511U (en) Elevation control system for pouring construction of concrete floors
CN204456428U (en) A kind of entirety being installed on composite wallboard is waftd window
CN202787973U (en) Vertical stair mold
CN202509764U (en) Template bracing structure for constructional column
CN201901964U (en) Three-dimensional adjustable and disconnectable curtain wall
CN106150055A (en) Concrete embedded part essence flat hanging installment work stand and the installation method of built-in fitting
CN105220619A (en) A kind of method of quick manufacture two-wire nose circle solid pier

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant