CN114606954B - Enclosing purlin support - Google Patents

Enclosing purlin support Download PDF

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Publication number
CN114606954B
CN114606954B CN202210437240.2A CN202210437240A CN114606954B CN 114606954 B CN114606954 B CN 114606954B CN 202210437240 A CN202210437240 A CN 202210437240A CN 114606954 B CN114606954 B CN 114606954B
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CN
China
Prior art keywords
steel
enclosing purlin
supporting
supported
connecting column
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CN202210437240.2A
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Chinese (zh)
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CN114606954A (en
Inventor
于振江
张宽锋
靳楠
李梅叶
刘涛
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Xi'an No2 Municipal Engineering Co
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Xi'an No2 Municipal Engineering Co
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Priority to CN202210437240.2A priority Critical patent/CN114606954B/en
Publication of CN114606954A publication Critical patent/CN114606954A/en
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Publication of CN114606954B publication Critical patent/CN114606954B/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • E02D17/04Bordering surfacing or stiffening the sides of foundation pits
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

Abstract

The application relates to an enclosing purlin support, which relates to the field of foundation pit support, and comprises an enclosing purlin steel, wherein the enclosing purlin steel comprises a contact surface opposite to a surface to be supported; the rubber cushion covers on the contact surface, the rubber cushion with enclose purlin steel and dismantle the connection, the cushion is embedded to be equipped with wire net and a plurality of support piece, the support piece passes the wire net, support piece interval distribution. The application has the effect of improving the construction efficiency while filling the gap between the surrounding purlin and the surface to be supported.

Description

Enclosing purlin support
Technical Field
The application relates to the field of foundation pit support, in particular to an enclosing purlin support.
Background
The supporting of the inner wall of the foundation pit is realized by adopting the enclosing purlin, soil mass of the surface to be supported needs to be trimmed before the enclosing purlin supporting is built in some foundation pits, and the surface to be supported is trimmed and leveled so as to ensure the contact area between the surface to be supported and the enclosing purlin section steel, thereby meeting the stress requirement; when the purlin is built, the profile steel purlin is in comprehensive contact with the surface to be supported, so that force transmission is guaranteed.
In the related art, if a gap exists between the surrounding purlin section steel and the soil body of the surface to be supported, concrete is prepared according to design requirements to be poured and compacted.
However, the compaction is performed through concrete, which is too troublesome in site construction, and in order to reduce compaction points, the surface to be supported needs to be quite smooth and rested in the early stage, so that the workload of the whole construction process is too large, and the efficient construction is not facilitated.
Disclosure of Invention
In order to improve construction efficiency while filling a gap between an enclosing purlin and a surface to be supported, the application provides an enclosing purlin support.
The application provides an enclosing purlin support, which adopts the following technical scheme:
the purlin supporting comprises purlin steel, wherein the purlin steel comprises a contact surface opposite to a surface to be supported; the rubber cushion covers on the contact surface, the rubber cushion with enclose purlin steel and dismantle the connection, the cushion is embedded to be equipped with wire net and a plurality of support piece, the support piece passes the wire net, support piece interval distribution.
By adopting the technical scheme, the rubber cushion is arranged between the contact surface of the enclosing purlin steel and the surface to be supported, the enclosing purlin steel is pressed towards the direction of the surface to be supported, so that the rubber cushion is deformed, the surface of the rubber cushion can be embedded into the rugged surface to be supported, the unevenness of the surface to be supported is compensated, the surface to be supported is propped against the surface to be supported through the enclosing purlin steel, the soil layer of the surface to be supported is prevented from loosening, the rubber cushion is fully contacted between the enclosing purlin steel and the surface to be supported, the transmission of force is ensured, and the good supporting effect can be achieved; the tensile property of the rubber mat is enhanced through the steel wire mesh, when the inner wall of the foundation pit is locally loosened to locally apply force to the rubber mat, the steel wire mesh plays a role in tensile, the possibility of inclination of the local inner wall of the foundation pit is reduced, the steel wire mesh has certain flexibility, slight deformation can be generated, when the concave-convex degree of the surface to be supported is larger, the rubber mat is pressed on the surface to be supported, the steel wire mesh can deform to enable the rubber mat to be attached to the surface to be supported with the concave-convex degree to be tighter, the degree of coordination is higher, and the force transmission is facilitated; the support column plays a role in enhancing the support firmness of the rubber cushion, so that the deformation of the rubber cushion is maintained in a certain range, and thus, when the rubber cushion plays a role in supporting, the rubber cushion can reach higher supporting strength, the rubber cushion is prevented from being pressed down to a larger degree when the inner wall of the foundation pit has a tilting trend, the inner wall of the foundation pit is greatly tilted, and the possibility that the inner wall of the foundation pit loosens and tilts is reduced; in conclusion, the scheme of the application completely meets the supporting strength, meanwhile, the concrete is not required to be compacted, the flatness requirement of the surface to be supported is low, the workload of constructors is greatly reduced, and the construction efficiency is improved while the gap between the surrounding purlin steel and the surface to be supported is filled.
Optionally, the rubber pad includes two butt faces, one butt face is used for laminating with waiting to prop up the face, another butt face is used for with the contact surface laminating, the wire net is located two between the butt face, support piece passes the both ends of wire net respectively with a clearance between the butt face has the surplus distance.
Through adopting above-mentioned technical scheme, this scheme is the preferred scheme of cushion, and the existence of surplus distance makes two butt faces can have sufficient backup distance to take place to deform, when waiting to prop up the face and enclose the contact surface of purlin steel and all not level and smooth, the butt face of both sides can compensate both respectively, makes the conduction of power better, and it is better to prop up the effect.
Optionally, the bracket is mounted on the surface to be supported, the bracket comprises a supporting surface for supporting the surrounding purlin steel, and when the bracket is mounted on the surface to be supported, the supporting surface is inclined upwards in a direction away from the surface to be supported.
Through adopting above-mentioned technical scheme, the bracket supports the purlin steel that encloses, and the slope of holding surface makes the purlin steel that encloses to waiting to prop up face one side motion, when enclosing the purlin steel and taking when putting on the bracket, the cushion just with wait to prop up the face contact, need not the later stage people to inwards push the purlin steel that encloses, make the operation more convenient.
Optionally, the enclosing purlin steel is detachably connected with a plurality of supporting plates, and one side of the supporting plate, which is far away from the enclosing purlin steel, is an inclined plane; when the supporting plate is placed on the bracket, the inclination direction of the inclined surface is consistent with that of the supporting surface, the inclined surface is abutted to the supporting surface, and the abutting surface far away from the enclosing purlin steel is opposite to the surface to be supported and is attached to the supporting surface.
Through adopting above-mentioned technical scheme, butt between the inclined plane of backup pad and the holding surface of bracket makes and encloses the purlin steel more stable after putting, also is convenient for enclose the purlin steel to be close to one side of waiting to prop up the face and slide, provides convenience for subsequent support operation.
Optionally, a plurality of slots are formed in the abutting surface, a plurality of inserts are fixed on the contact surface, and one insert is inserted into one slot.
Through adopting above-mentioned technical scheme, when the holding surface will enclose the purlin steel to waiting to prop the in-process of leading on the face, a butt face of cushion earlier with wait to prop the face contact, when continuing to promote enclosing the purlin steel subsequently, enclose the purlin steel and can move down, can make cushion and enclose producing the position offset between the purlin steel, when the cooperation between plug-in components and the slot realizes dismantling between cushion and the enclosing the purlin steel and being connected, also reduced the possibility that both take place the position offset, make the compression degree of cushion restricted simultaneously, avoid the cushion to be compressed by a wide margin.
Optionally, still include the spliced pole, enclose purlin steel and keep away from one side of cushion can dismantle and be connected with a plurality of link, a plurality of the link is followed enclose the length direction of purlin steel distributes, the link is kept away from enclose one side of purlin steel and be equipped with the guide face, enclose the purlin steel installation back, the guide face is in upward from last orientation to keeping away from enclose one side slope of purlin steel, the one end of spliced pole is put up one on the guide face.
Through adopting above-mentioned technical scheme, the both ends of spliced pole exert pressure to the guide surface of link, make the link will enclose the purlin steel top to wait to prop up on the face, through the gravity of spliced pole self, can realize enclosing the roof pressure of purlin steel, make the cushion both sides with wait to prop up the face and with enclose laminating between the purlin steel inseparabler, no longer need additionally exert external force will enclose the purlin steel top tightly, simplify the construction step, the operation of being convenient for.
Optionally, baffles are fixed on two sides of the guiding surface, and the end parts of the connecting columns are located between the baffles on two sides.
Through adopting above-mentioned technical scheme, when the spliced pole is taken on the link of both sides, the baffle limits the position of spliced pole, has reduced the possibility that the spliced pole takes place the position offset, is favorable to taking stable putting the spliced pole.
Optionally, be fixed with the extension board on the link, the extension board is located the guide surface is kept away from enclose one side of purlin steel, works as the spliced pole is taken and is put in on the guide surface, the spliced pole is located the extension board top, just the spliced pole with the interval has between the extension board, the waist groove has all been seted up at spliced pole length direction's both ends, the length direction of waist groove with the length direction of spliced pole is unanimous, the waist groove will spliced pole length direction's both sides link up, wear to be equipped with the bolt in the waist groove, set up the through-hole on the extension board, the through-hole below is fixed with the nut, the bolt passes the waist groove with nut threaded connection, the head of bolt with between the nut for press from both sides tightly the spliced pole with the extension board.
By adopting the technical scheme, after the connecting column is initially put on the connecting frame, the bolts penetrate through the waist slots and are in threaded connection with the nuts, the connecting column is pressed down when the bolts are screwed down to fix the connecting column, and the connecting column tightens the steel tops of the enclosing purlins at the two ends; when the bolts are screwed down, the positions of the bolts relative to the connecting columns are changed due to the fact that the connecting columns move down, and the length of the waist grooves is convenient for the bolts to move; the extension plate also plays a role in safety, and the connection column is received when necessary, so that the connection column is prevented from falling off due to the breakage of the bolts.
Optionally, both ends of spliced pole length direction all are equipped with the hook spare, connect when the hook spare lifts by crane the spliced pole, the through direction of kidney groove sets up along vertical direction.
Through adopting above-mentioned technical scheme, the coupler hanging piece provides the tie point for when hoist and mount spliced pole, and lifting device's coupler body hook is on the hook piece, when hoist and mount spliced pole, the waist groove of the vertical setting of link up direction is convenient for later stage connecting bolt, takes after putting on the link, is convenient for insert bolt and nut threaded connection downwards, has avoided follow-up rotation spliced pole adjustment position.
Optionally, the hook piece is a fence, and the hook piece is located at one side of the waist groove.
Through adopting above-mentioned technical scheme, when constructor screwed up the bolt, can ride the seat on the spliced pole, the hook pendant can provide the dependence and the protection for constructor this moment, makes constructor's operation process safer, has reduced the potential safety hazard of operation.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the rubber cushion is used for filling the gap between the surrounding purlin steel and the surface to be supported, and meanwhile, the construction efficiency is improved;
2. the steel wire mesh and the supporting piece in the rubber cushion ensure the local flexibility of the rubber cushion, simultaneously enhance the toughness of the rubber cushion, limit the compression degree of the rubber cushion, reduce the possibility of the large inclination of the inner wall of the foundation pit, and ensure that the application can still have good supporting effect after the rubber cushion is added;
3. the bracket and the connecting column provide convenience for the abutting between the surrounding purlin steel and the surface to be supported.
Drawings
FIG. 1 is a schematic overall structure of an embodiment of the present application;
fig. 2 is a schematic structural view of a support plate according to an embodiment of the present application;
FIG. 3 is a schematic view of the structure of a support member according to an embodiment of the present application;
FIG. 4 is a schematic view of a steel wire mesh according to an embodiment of the present application;
FIG. 5 is a schematic view of the structure of a steel mesh and support according to an embodiment of the present application;
FIG. 6 is a schematic diagram of a slot according to an embodiment of the present application;
FIG. 7 is a schematic structural view of an insert according to an embodiment of the present application;
FIG. 8 is a schematic view of the structure of a support surface according to an embodiment of the present application;
FIG. 9 is a schematic view of the structure of a bolt according to an embodiment of the present application;
fig. 10 is a schematic structural view of an extension plate according to an embodiment of the present application.
Reference numerals illustrate: 01. a surface to be supported; 1. enclosing purlin steel; 10. a contact surface; 11. a support plate; 111. an inclined surface; 12. an insert; 13. a connecting frame; 131. a guide surface; 132. a baffle; 133. an extension plate; 134. a through hole; 135. a nut; 2. rubber cushion; 21. an abutment surface; 22. a steel wire mesh; 23. a support; 24. a margin distance; 25. a slot; 3. a bracket; 31. a support surface; 4. a connecting column; 41. waist grooves; 42. a bolt; 43. and (5) hooking pieces.
Detailed Description
The application is described in further detail below with reference to fig. 1-10.
Referring to fig. 1, a surface 01 to be supported is reserved in a foundation pit, and the surface 01 to be supported is the inner wall of the foundation pit.
The embodiment of the application discloses an enclosing purlin support.
Referring to fig. 1, an enclosing purlin support includes enclosing purlin steel 1, a rubber mat 2, brackets 3 and connecting columns 4.
Referring to fig. 1 and 2, the enclosing purlin steel 1 is i-steel or H-shaped steel, the enclosing purlin steel 1 comprises a contact surface 10 which is used for being opposite to a surface 01 to be supported, the contact surface 10 is positioned on wing plates of the enclosing purlin steel 1, and the side wall of one wing plate of the enclosing purlin steel 1 far away from the other wing plate is the contact surface 10; the two wing plates of the enclosing purlin steel 1 are detachably connected with a plurality of supporting plates 11 through bolts and nuts, the length direction of the enclosing purlin steel 1 is perpendicular to the plate surface of the supporting plates 11, the supporting plates 11 are distributed along the length direction of the enclosing purlin steel 1, one side, away from the enclosing purlin steel 1, of each supporting plate 11 is provided with an inclined surface 111, and the inclined surface 111 inclines towards one side, close to the enclosing purlin steel 1, in the direction from one enclosing purlin steel 1 wing plate to the other wing plate.
Referring to fig. 3, 4 and 5, the rubber pad 2 is in a rectangular sheet shape, the rubber pad 2 is detachably connected with the enclosing purlin steel 1, the rubber pad 2 covers the contact surface 10, the rubber pad 2 comprises two abutting surfaces 21, two side walls of the rubber pad 2 are the abutting surfaces 21, the two abutting surfaces 21 are arranged in parallel, one abutting surface 21 is used for being attached to the surface 01 to be supported, and the other abutting surface 21 is used for being attached to the contact surface 10; the rubber mat 2 is embedded to be equipped with slice wire net 22 and a plurality of cylindric support piece 23, wire net 22 is located between two butt faces 21, support piece 23 passes wire net 22, support piece 23 is at the interval distribution in rubber mat 2, a plurality of support pieces 23 divide into two rows and arrange in rubber mat 2 length direction, the interval of two adjacent support pieces 23 has the interval, the axis perpendicular to butt face 21 of support piece 23, the support piece 23 passes the both ends of wire net 22 respectively with an butt face 21 between the sky have spare distance 24.
Referring to fig. 6 and 7, a plurality of columnar slots 25 are formed in one abutting surface 21, the plurality of slots 25 are distributed along the length direction of the rubber pad 2, the arrangement direction of the slots 25 is consistent with the arrangement direction of each row of supporting pieces 23, and the slots 25 penetrate through meshes of the steel wire mesh 22; the columnar inserts 12 are welded on the contact surface 10, the arrangement direction of the inserts 12 is consistent with the length direction of the enclosing purlin steel 1, one insert 12 is inserted into one slot 25, no support piece 23 is arranged on the insertion direction of the inserts 12, the inserts 12 penetrate through meshes of the steel wire mesh 22, when the rubber mat 2 is installed on the enclosing purlin steel 1, the length direction of the rubber mat 2 is consistent with the length direction of the enclosing purlin steel 1, the length of the rubber mat 2 is identical with the length of the enclosing purlin steel 1, and the inclined surface 111 is inclined towards one side close to the enclosing purlin steel 1 in the direction away from the rubber mat 2.
Referring to fig. 8, brackets 3 are brackets and are mounted on a surface 01 to be supported by implanting bolts, the brackets 3 are provided with a plurality of brackets 3 which are arranged along a horizontal direction, the brackets 3 are positioned at the same height, the brackets 3 comprise a supporting surface 31 for supporting purlin steel 1, the purlin steel 1 is placed on the supporting surface 31, and when the brackets 3 are mounted on the surface 01 to be supported, the supporting surface 31 is inclined upwards in a direction away from the surface 01 to be supported; when the support plate 11 is placed on the bracket 3, the inclination direction of the inclined surface 111 coincides with the inclination direction of the support surface 31, and the inclined surface 111 abuts against the support surface 31, and at this time, the abutment surface 21 away from the surrounding purlin 1 is disposed so as to face and abut against the surface 01 to be supported.
Referring to fig. 9 and 10, a plurality of connecting frames 13 are detachably connected to one side, far from the rubber pad 2, of the enclosing purlin steel 1 through screws, the connecting frames 13 are distributed at intervals along the length direction of the enclosing purlin steel 1, a guide surface 131 is arranged on one side, far from the enclosing purlin steel 1, of the connecting frames 13, after the enclosing purlin steel 1 is installed, the guide surface 131 is inclined towards one side, far from the enclosing purlin steel 1, in the upper-to-lower direction, of the guide surface 131, baffle plates 132 are welded on two sides of the guide surface 131, the distribution directions of the two baffle plates 132 are consistent with the length direction of the enclosing purlin steel 1, an extension plate 133 is welded on the connecting frames 13, the extension plate 133 is positioned at the lower part of the connecting frames 13, and the extension plate 133 is positioned on one side, far from the surface 01 to be supported, of the guide surface 131; the connecting column 4 is a hollow cylinder with a hemispherical end, one end of the connecting column 4 is placed on the guide surface 131 on the same side, the end of the connecting column 4 is located between the baffle plates 132 on two sides, when the connecting column 4 is placed on the guide surface 131, the extension plate 133 is located below the connecting column 4, and a space is reserved between the connecting column 4 and the extension plate 133.
Referring to fig. 9 and 10, waist slots 41 are formed at both ends of the connecting column 4 in the length direction, the length direction of the waist slots 41 is consistent with the length direction of the connecting column 4, the waist slots 41 penetrate through both sides of the connecting column 4 in the length direction, bolts 42 penetrate through the waist slots 41, through holes 134 are formed in the extending plates 133, nuts 135 are fixed below the through holes 134, the bolts 42 penetrate through the waist slots 41 and are in threaded connection with the nuts 135, and the heads of the bolts 42 are used for clamping the connecting column 4 and the extending plates 133 between the nuts 135 so as to connect and fix the connecting column 4 and the connecting frame 13; both ends of the length direction of the connecting column 4 are provided with arc fence-shaped hooking members 43, the hooking members 43 are arc-shaped reinforcing steel bars, the hooking members 43 protrude towards one side far away from the connecting column 4, and when the connecting column 4 is hoisted by the hook connecting hooking members 43 of the crane, the through direction of the waist slot 41 is arranged along the vertical direction.
The implementation principle of the purlin supporting is as follows: the bracket 3 is installed firstly, the rubber cushion 2 is installed on the enclosing purlin steel 1, then the enclosing purlin steel 1 is put on the bracket 3, at the moment, the enclosing purlin steel 1 slides to one side close to the surface 01 to be supported until the rubber cushion 2 is tightly attached to the surface 01 to be supported, then the connecting column 4 is put on the connecting frame 13 on two sides, then a person rides on the connecting column 4 to connect and fix the connecting column 4 with the connecting frame 13, the hooking piece 43 provides protection for constructors at the moment, the rubber cushion 2 is further tightly pressed on the surface 01 to be supported by the pressing of the connecting column 4, repeated polishing of the surface 01 to be supported is not needed, and the construction efficiency is improved while the gap between the enclosing purlin steel 1 and the surface 01 to be supported is filled.
The above embodiments are not intended to limit the scope of the present application, so: all equivalent changes in structure, shape and principle of the application should be covered in the scope of protection of the application.

Claims (5)

1. An enclosure purlin support, comprising:
the steel structure comprises enclosing purlin steel (1), wherein the enclosing purlin steel (1) comprises a contact surface (10) which is opposite to a surface to be supported;
the rubber cushion (2), the rubber cushion (2) covers on the contact surface (10), the rubber cushion (2) is detachably connected with the enclosing purlin steel (1), a steel wire mesh (22) and a plurality of supporting pieces (23) are embedded in the rubber cushion (2), the supporting pieces (23) penetrate through the steel wire mesh (22), and the supporting pieces (23) are distributed at intervals;
the rubber pad (2) comprises two abutting surfaces (21), one abutting surface (21) is used for being abutted with a surface to be supported, the other abutting surface (21) is used for being abutted with the contact surface (10), the steel wire mesh (22) is positioned between the two abutting surfaces (21), and a supporting piece (23) penetrates through the two ends of the steel wire mesh (22) and a gap (24) is reserved between each abutting surface (21);
the connecting structure comprises a rubber pad (2) and is characterized by further comprising a connecting column (4), wherein one side, far away from the rubber pad (2), of the enclosing purlin steel (1) is detachably connected with a plurality of connecting frames (13), the connecting frames (13) are distributed along the length direction of the enclosing purlin steel (1), one side, far away from the enclosing purlin steel (1), of each connecting frame (13) is provided with a guide surface (131), after the enclosing purlin steel (1) is installed, the guide surfaces (131) incline towards one side, far away from the enclosing purlin steel (1), in the upper-to-lower direction, and one end of each connecting column (4) is placed on one guide surface (131);
an extension plate (133) is fixed on the connecting frame (13), the extension plate (133) is located on one side, away from the purlin surrounding steel (1), of the guide surface (131), when the connecting column (4) is placed on the guide surface (131), the connecting column (4) is located above the extension plate (133), a gap is reserved between the connecting column (4) and the extension plate (133), waist grooves (41) are formed in two ends of the connecting column (4) in the length direction, the length direction of the waist grooves (41) is consistent with the length direction of the connecting column (4), the waist grooves (41) enable two sides of the connecting column (4) in the length direction to be communicated, bolts (42) are penetrated in the waist grooves (41), through holes (134) are formed in the extension plate (133), nuts (135) are fixed below the through holes (134), the bolts (42) penetrate through the waist grooves (41) and the nuts (135), and the nuts (135) are connected with the heads (42) in a clamping mode, and the heads (4) are clamped between the nuts (42) and the heads (133);
the bracket (3) is arranged on the surface to be supported, the bracket (3) comprises a supporting surface (31) for supporting the enclosing purlin steel (1), and when the bracket (3) is arranged on the surface to be supported, the supporting surface (31) is inclined upwards in a direction away from the surface to be supported; a plurality of supporting plates (11) are detachably connected to the enclosing purlin steel (1), and one side, away from the enclosing purlin steel (1), of each supporting plate (11) is provided with an inclined surface (111); when the supporting plate (11) is placed on the corbel (3), the inclination direction of the inclined surface (111) is consistent with that of the supporting surface (31), the inclined surface (111) is abutted against the supporting surface (31), and the abutting surface (21) far away from the surrounding purlin steel (1) is opposite to the surface to be supported and is attached.
2. An enclosing purlin support according to claim 1, characterized in that a plurality of slots (25) are formed in the abutting surface (21), a plurality of inserts (12) are fixed on the contact surface (10), and one insert (12) is inserted into one slot (25).
3. An enclosure according to claim 1, wherein baffles (132) are fixed to both sides of the guiding surface (131), and the ends of the connecting posts (4) are located between the baffles (132) on both sides.
4. An enclosing purlin support according to claim 1, characterized in that, the two ends of the length direction of the connecting column (4) are provided with hook pieces (43), and when the connecting column (4) is hoisted by connecting the hook pieces (43), the through direction of the waist groove (41) is arranged along the vertical direction.
5. An enclosure according to claim 4, wherein the hooking element (43) is a rail, and the hooking element (43) is located at one side of the waist slot (41).
CN202210437240.2A 2022-04-20 2022-04-20 Enclosing purlin support Active CN114606954B (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114960708A (en) * 2022-06-15 2022-08-30 中铁十九局集团有限公司 River-crossing bridge pile foundation construction cofferdam structure and erection method

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Publication number Priority date Publication date Assignee Title
KR101193896B1 (en) * 2012-05-30 2012-10-29 주식회사 이산 Pc wall with ancher wire for structrue
CN213062028U (en) * 2020-07-23 2021-04-27 云南建投基础工程有限责任公司 H-shaped force transmission safety connection structure for foundation pit assembled type steel inner support
CN213709543U (en) * 2020-08-05 2021-07-16 中国水利水电第十四工程局有限公司 Retractable slot strutting arrangement
CN213871109U (en) * 2020-12-02 2021-08-03 江苏怡联宝科技有限公司 High strength reinforcement type silica gel gasket
CN214883711U (en) * 2021-06-18 2021-11-26 天津海畅未来科技有限公司 Steel enclosing purlin connecting structure for temporary foundation pit support

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101193896B1 (en) * 2012-05-30 2012-10-29 주식회사 이산 Pc wall with ancher wire for structrue
CN213062028U (en) * 2020-07-23 2021-04-27 云南建投基础工程有限责任公司 H-shaped force transmission safety connection structure for foundation pit assembled type steel inner support
CN213709543U (en) * 2020-08-05 2021-07-16 中国水利水电第十四工程局有限公司 Retractable slot strutting arrangement
CN213871109U (en) * 2020-12-02 2021-08-03 江苏怡联宝科技有限公司 High strength reinforcement type silica gel gasket
CN214883711U (en) * 2021-06-18 2021-11-26 天津海畅未来科技有限公司 Steel enclosing purlin connecting structure for temporary foundation pit support

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